Agenda packet — Santa Ana City Council, July 21, 2026 (part 3 of 5)

KOURY ENGINEERING & TESTING, INC.LOCALLY FUNDED FEE SCHEDULE2026 - 2027PERSONNEL CHARGESPrincipal Engineer/Geologist ................................................................................................. $225.00/hr.Project Engineer/Geologist Registered...................................................................................... $190.00/hr.Staff Engineer/Geologist Non-Registered.................................................................................. $150.00/hr.Project Manager ........................................................................................................................ $130.00/hr.Supervisor .................................................................................................................................. $110.00/hr.Inspector ICC ............................................................................................................................ $130.00/hr.Engineering Field Technician (Soils and Materials).................................................................... $125.00/hr.Drafting ...................................................................................................................................... $90.00/hr.Certified Payroll ....................................................................................................................... $75.00/weekWord Processing/Clerical ........................................................................................................... $80.00/hr. LABORATORY TESTING FEESSOIL TESTINGChloride Test, ........................................................................................................................... $115.00/ea.Chunk Density & Moisture........................................................................................................... $30.00/ea.Consolidation Testinga) Consolidation - full ..................................................................................................... $195.00/ea.b) Consolidation - Remold ............................................................................................. $60.00/ea.c) Consolidation - Single Point ..................................................................................... $100.00/ea.Corrosion Analysis Test (Ph Redox, Resistivity) ....................................................................... $195.00/ea.Direct Shear Testinga) Direct Shear - In-Situ (3 Point) ................................................................................... $300.00/ea.b) Direct Shear - Remold (3 Point) ................................................................................. $350.00/ea.Expansion Index Test ............................................................................................................... $175.00/ea.Compaction Curves4-inch mold (ASTM D1557, Method A or B 4" Mold) .................................................... $175.00/ea.6-inch mold (ASTM D1557, Method C 6" Mold) .......................................................... $175.00/ea.Cal Trans 216 ................................................................................................................ $250.00/ea.Moisture Content Test ............................................................................................................... $30.00/ea.Organic Content Test ................................................................................................................. $40.00/ea.Permeability Test .............................................................................................................................. QuoteAtterberg Limits Test ............................................................................................................... $100.00/ea.Resistance Value Test (R-value) ................................................................................................. $375.00/ea.Resistivity ................................................................................................................................... $115.00/ea.

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SCHEDULE OF FEESRing Moisture & Density Test .................................................................................................... $33.00/ea.Sand Equivalent Test ................................................................................................................ $125.00/ea.Sieve Analysis Test - (Hydrometer) ............................................................................................ $225.00/ea.Sieve Analysis Test - (Full) .......................................................................................................... $160.00/ea.Sieve Analysis Test - (-200)......................................................................................................... $120.00/ea.Sulfate Test ................................................................................................................................ $85.00/ea.CONCRETE / MASONRY TESTINGCylinder Compression Test ........................................................................................................ $30.00/ea.Cylinder Core, Charge .................................................................................................................. $40.00/ea.Cylinder Trim or Capping Charge ................................................................................................. $15.00/ea.Grout/Mortar Compression Test ............................................................................................... $35.00/ea.Masonry Prism Test ................................................................................................................. $235.00/ea.Length Change Test, Hardened Hydraulic-CementMortar and Concrete ASTM C157

..$800.00/ea.ASPHALT TESTINGAsphalt Content - Ignition OvenPremixed AC Sample (CT382) ........................................................................................ $225.00/ea.Asphalt Content / Gradation - Ignition OvenPremixed AC Sample (CT202, CT382) ............................................................................ $280.00/ea.Hveem Specific Gravity / Stability Value,Premixed AC Sample (CT308, CT366) ............................................................................ $280.00/ea.Hveem Stability Value - Premixed AC Sample (CT366) .............................................................. $200.00/ea.Hveem Specific Gravity / Stability Value (Rubberized Asphalt)Premixed AC Sample (CT308, CT366) ............................................................................ $275.00/ea.Hveem Stability Value (Rubberized Asphalt) Premixed AC Sample (CT366) ...................................................................................... $275.00/ea.Specific Gravity of Hveem or Core Sample -Uncoated (CT308)................................................... $90.00/ea.Specific Gravity of Hveem or Core Sample -Coated (CT308) ..................................................... $115.00/ea.Determination of Correction Factor for Specific Mix Design..................................................... $300.00/ea.AGGREGATE TESTINGSpecific Gravity and Absorption - CoarseAggregate (ASTM C127) ............................................................................................... $140.00/ea.Specific Gravity and Absorption - FineAggregate (ASTM C128) ................................................................................................. $200.00/ea.Sodium or Magnesium Sulfate SoundnessFine or Coarse Aggregate (ASTM C88), per fraction ...................................................... $235.00/ea.Los Angeles Abrasion - Small Size CoarseAggregate (ASTM C131) ................................................................................................. $275.00/ea.Los Angeles Abrasion - Large Size CoarseAggregate (ASTM C535) ................................................................................................. $300.00/ea.Durability Index Fine or Coarse Aggregate(Calif 229)....................................................................................................................... $400.00/ea.Potential Reactivity of Aggregate - ChemicalMethod (ASTM C289)..................................................................................................... $440.00/ea.

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SCHEDULE OF FEESLABORATORY TESTING FEES, (continued)Petrographic Examination Fine to CoarseMethod (ASTM C295) each (Plus Thin-Sections) ........................................................ $2,100.00/ea.Gradation of Aggregates (ASTM C136) (Calif 202)Fine Aggregate Dry Sieve ............................................................................................... $125.00/ea.Fine Aggregate Washed Sieve ...................................................................................... $150.00/ea.Coarse Aggregate Dry sieve ......................................................................................... $150.00/ea.Coarse Aggregate Washed Sieve ................................................................................. $165.00/ea.Combined Aggregate Dry Sieve ................................................................................... $175.00/ea.Combined Aggregate Washed sieve ............................................................................ $230.00/ea.Material Finer than #200 Sieve(ASTM C117) .................................................................................................................. $125.00/ea.Sand Equivalent Test (ASTM D2419) (Calif 217) ........................................................................ $130.00/ea.Flat and Elongated Particles (ASTM D4791) .............................................................................. $225.00/ea.Clay Lumps and Friable Particles (ASTM C142).......................................................................... $125.00/ea.Lightweight Particles (ASTM C123)Coat / Lignite (sp gr = 2.00)........................................................................................................ $115.00/ea.Chert (sp gr = -2.4) ..................................................................................................................... $120.00/ea.Organic Impurities in Fine Aggregate (ASTM C40)..................................................................... $100.00/ea.Cleanness Value (Calif 227)........................................................................................................ $200.00/ea.Unit Weight / Calculated Voids (Fine / Coarse/ Mixed Aggregates ) (ASTM C29).................................................................................. $175.00/ea.Resistance Value Test (R-Value) (Calif 301)Aggregate Base Material................................................................................................ $350.00/ea.Potential Alkali Reactivity of Cement-AggregateCombinations (Mortar-Bar Method) (ASTM C227)................................................................. QuotePotential Volume Charge of Cement-AggregateCombination (ASTM C342)...................................................................................................... QuotePotential Reactivity Rock Cylinder Method(ASTM C586) ........................................................................................................................... QuoteLength Change Due to Alkali-CarbonateReactivity (ASTM C1105)......................................................................................................... QuotePotential Reactivity Mortar Bar(ASTM C1260) ......................................................................................................................... QuotePotential Expansion of Aggregates fromHydration (ASTM D4792) ........................................................................................................ QuoteAggregate Sampling, Staff Geologist / Engineer(Portal to Portal), per hour ............................................................................................ $160.00/hr.Shipping................................................................................................................................... Cost Plus 20% ****1.5X Surcharge on rush turn-around for laboratory testing.EQUIPMENT USAGE/RENTAL CHARGESCore Drilling Bit Wear Charge. ............................................................................................... $10.00/corePachometer Reinforcement Locator ...................................................................................... $50.00/day

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2025 SCHEDULE OF FEESMINIMUM CHARGESEngineering Technician ....................................................................................................................... 4 hoursICC Special Inspector ......................................................................................................................... 4 hoursAll Inspection Beyond 4 hours ............................................................................................................ 8 hoursShow Up and No Testing or Inspection............................................................................................... 2 hoursCancellation of Work After 3:00 pm or same day............................................................................... 2 hoursExpedite of Scheduling After 3:00 pm or same day....................................................................1.5 x hr. rate SHIFT DIFFERENTIALSecond Shift (2PM-12PM)................................................................................................................ 12.50/hr.Third Shift (10PM-8AM)................................................................................................................... 18.00/hr.MILEAGE/TOLL ROAD FEESVehicle Mileage..............................................................................................................................$0.85/mileToll Road Charges.................................................................................................. Invoiced at Cost, plus 20%OVERTIMEOvertime at the rate of 1.5 times the applicable hourly rate will be charged for any time, more than 8 hours and less than 12 hours in any one day, Monday through Friday, and time before 6:00 a.m. or after 6:00 p.m. and for Saturday work up to 8 hours. Work performed in excess of 12 hours on Monday through Friday, in excess of 8 hours on Saturday, and all work on Sundays or Company recognized Holidays will be charged at 2.0 times the applicable hourly rate.GENERALFees for special projects, services overseas, or elsewhere in the United States, will be quoted on request. With prior notification to Client, charges are subject to change at any time. Koury reserves the right to adjust the rates quoted in this contract based upon any CPI/State/Labor mandated increases and/or changes in any industry requirements.OUTSIDE SERVICESProfessional services, equipment, or tests not provided byKouryand any unusual items of expense not customarily incurred in our normal operations will be charged at cost plus 15 percent.

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KOURY ENGINEERING & TESTING, INC.FEDERALLY FUNDED FEE SCHEDULE2026 - 2027PERSONNEL CHARGESPrincipal Engineer/Geologist ................................................................................................. $230.00/hr.Project Engineer/Geologist Registered...................................................................................... $200.00/hr.Staff Engineer/Geologist Non-Registered.................................................................................. $175.00/hr.Project Manager ........................................................................................................................ $140.00/hr.Supervisor .................................................................................................................................. $120.00/hr.Inspector ICC ............................................................................................................................ $135.00/hr.Engineering Field Technician (Soils and Materials).................................................................... $130.00/hr.Drafting ...................................................................................................................................... $90.00/hr.Certified Payroll ....................................................................................................................... $75.00/weekWord Processing/Clerical ........................................................................................................... $80.00/hr. LABORATORY TESTING FEESSOIL TESTINGChloride Test, ........................................................................................................................... $115.00/ea.Chunk Density & Moisture........................................................................................................... $30.00/ea.Consolidation Testinga) Consolidation - full ..................................................................................................... $195.00/ea.b) Consolidation - Remold ............................................................................................. $60.00/ea.c) Consolidation - Single Point ..................................................................................... $100.00/ea.Corrosion Analysis Test (Ph Redox, Resistivity) ....................................................................... $195.00/ea.Direct Shear Testinga) Direct Shear - In-Situ (3 Point) ................................................................................... $300.00/ea.b) Direct Shear - Remold (3 Point) ................................................................................. $350.00/ea.Expansion Index Test ............................................................................................................... $175.00/ea.Compaction Curves4-inch mold (ASTM D1557, Method A or B 4" Mold) .................................................... $175.00/ea.6-inch mold (ASTM D1557, Method C 6" Mold) .......................................................... $175.00/ea.Cal Trans 216 ................................................................................................................ $250.00/ea.Moisture Content Test ............................................................................................................... $30.00/ea.Organic Content Test ................................................................................................................. $40.00/ea.Permeability Test .............................................................................................................................. QuoteAtterberg Limits Test ............................................................................................................... $100.00/ea.Resistance Value Test (R-value) ................................................................................................. $375.00/ea.Resistivity ................................................................................................................................... $115.00/ea.

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EXHIBIT D

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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,

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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

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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.

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AGREEMENT TO PROVIDE ON-CALL MATERIAL TESTING AND SPECIAL

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

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

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

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

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

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

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

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

Consultant is one of four (4) consultants selected to provide services in an on-call basis under RFP No. 26-059A. The total compensation for these services provided by all such consultants selected shall not exceed the shared annual amount of $800,000 during the initial term. The aggregate amount expended under this Agreement, including all extension periods, if exercised, shall not exceed $4,000,000. b. Consultant’s Fee and Cost Proposal is attached hereto and fully incorporated herein as Exhibit C. The specified hourly rates shall include direct salary costs, employee benefits, overhead, and fees. These rates are not adjustable for the performance period set forth in this Agreement. In addition, Consultant will be reimbursed for incurred Exhibit 4

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(actual) direct costs other than salary costs that are in the fee and cost proposal and identified in the fee and cost proposal, and in the executed Task Order. c. Specific projects will be assigned to Consultant through issuance of Task Orders. After a project to be performed under this Agreement is identified by City, City will prepare a draft Task Order less the cost estimate. A draft Task Order will identify the scope of services, expected results, project deliverables, period of performance, project schedule and will designate a City Project Coordinator. The draft Task Order will be delivered to Consultant for review. Consultant shall return the draft Task Order within ten (10) calendar days along with a Cost Estimate, including a written estimate of the number of hours and hourly rates per staff person, any anticipated reimbursable expenses, overhead, fee if any, and total dollar amount. After agreement has been reached on the negotiable items and total cost, the finalized Task Order shall be signed by both City and Consultant. d. Task Orders may be negotiated for a lump sum (Firm Fixed Price) or for specific rates of compensation, both of which must be based on the labor and other rates set forth in Consultant’s Cost Proposal. e. Reimbursement for transportation and subsistence costs shall not exceed the rates as specified in the approved Cost Proposal. f. When milestone cost estimates are included in the approved Cost Proposal, Consultant shall obtain prior written approval for a revised milestone cost estimate from City before exceeding such estimate. g. Progress payments for each Task Order will be made monthly in arrears based on services provided and actual costs incurred. h. Consultant shall not commence performance of work or services until this Agreement has been approved by City, and notification to proceed has been issued by City. No payment will be made prior to approval or for any work performed prior to approval of this Agreement. i. A Task Order is of no force or effect until returned to City and signed by an authorized representative of City. No expenditures are authorized on a project, and work shall not commence until a Task Order for that project has been executed by City. j. Consultant will be reimbursed, as promptly as fiscal procedures will permit upon receipt by City of itemized invoices in triplicate. Separate invoices itemizing all costs are required for all work performed under each Task Order. Invoices shall be submitted no later than 45 calendar days after the performance of work for which Consultant is billing, or upon completion of the Task Order. Invoices shall detail the work performed on each milestone, on each project as applicable. Invoices shall follow the format stipulated for the approved Cost Proposal and shall reference this Agreement number, project title, and Task Order number. Credits due to City that include any equipment

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purchased under the Equipment Purchase provision of this Agreement must be reimbursed by Consultant prior to the expiration or termination of this Agreement. Invoices shall be mailed to City at the following address: City of Santa Ana, Public Works Agency M-36, 20 Civic Center Plaza, P.O. Box 1988, Santa Ana, CA 92702. k. The period of performance for Task Orders shall be in accordance with dates specifiedin the Task Order. No Task Order will be written which extends beyond the expiration date of this Agreement.l. The total amount payable by City for an individual Task Order shall not exceed the amount agreed to in the Task Order, unless authorized by contract amendment. m. If the Consultant fails to satisfactorily complete a deliverable according to the schedule set forth in a Task Order, no payment will be made until the deliverable has been satisfactorily completed. n. Task Orders may not be used to amend this Agreement and may not exceed the scope of work under this Agreement. o. p. The total amount payable by City for all Task Orders resulting from this Agreement shall not exceed the aggregate amount discussed above. It is understood and agreed that there is no guarantee, either expressed or implied, that this dollar amount will be authorized under this Agreement through Task Orders. q. Consultant shall submit progress reports on each specific project in accordance with the Task Order. These reports shall be submitted at least once a month. The report should be sufficiently detailed for the City’s Project Manager to determine, if Consultant is performing to expectations, or is on schedule; to provide communication of interim findings, and to sufficiently address any difficulties or special problems encountered, so remedies can be developed. r. Consultant’s Project Manager shall meet with City’s Project Manager, as needed, to discuss progress on the project(s). s. This Agreement is valid and enforceable only if sufficient funds are made available to the City for the purpose of this Agreement. In addition, this Agreement is subject to any additional restrictions, limitations, conditions, or any statute enacted by Congress, the State Legislature, or the City that may affect the provisions, terms or funding of this Agreement in any manner 3. COST PRINCIPLES AND ADMINISTRATIVE REQUIREMENTS a. Consultant agrees that the Contract Cost Principles and Procedures, 48 CFR Part 31, Contract Cost Principals and Procedures, shall be used to determine the allowability of individual terms of cost. et seq., shall be used to determine the cost allowability of individual items.

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b. Consultant agrees to comply with federal procedures in accordance with 2 CFR, Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards. c. Any costs for which payment has been made to Consultant that are determined by subsequent audit to be unallowable under 2 CFR, Part 200 and 48 CFR, Federal Acquisition Regulations System, Chapter 1, Part 31.000 et seq., are subject to repayment by Consultant to City. 4. PERFORMANCE PERIODa. This Agreement shall go into effect on July 21, 2026, contingent upon approval by City, and Consultant shall commence work after notification to proceed by City. This Agreement shall end on July 20, 2027, unless terminated earlier in accordance with Section 21, below. The term of this Agreement may be extended for up to four (4), 1-year periods upon a writing executed by the City Manager and City Attorney. b. Consultant is advised that any recommendation for contract award is not binding on City until the Agreement is fully executed and approved by City. c. The period of performance for each specific project shall be in accordance with the Task Order for that project. If work on a Task Order is in progress on the expiration date of this Agreement, the terms of the Agreement shall be extended by amendment. 5. STATE PREVAILING WAGE RATES a. If applicable, Consultant shall comply with the State of California’s General Prevailing Wage Rate requirements in accordance with California Labor Code, Section 1770, and all Federal, State, and local laws and ordinances applicable to the work. b. Any subcontract entered into as a result of this Agreement, if for more than $25,000 for public works construction or more than $15,000 for the alteration, demolition, repair, or maintenance of public works, shall contain all of the provisions of this Section, unless the awarding agency has an approved labor compliance program by the Director of Industrial Relations. c. When prevailing wages apply to the services described in the scope of work, transportation and subsistence costs shall be reimbursed at the minimum rates set by the Department of Industrial Relations (DIR) as outlined in the applicable Prevailing Wage Determination. See http://www.dir.ca.gov. Consultant shall be responsible for any future adjustments to prevailing wage rates including, but not limited to, base hourly rates and employer payments as determined by the Department of Industrial Relations, Consultant is responsible for paying the appropriate rate, including escalations that take place during the term of the Agreement.

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d. When prevailing rates apply, the Consultant is responsible for verifying compliance with certified payroll requirements. Invoice payment will not be made until the invoice is approved by City. 6. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer-employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultantperforms the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 7. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement (“Documents & Data”). Consultantshall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk. 8. INSURANCE Insurance requirements attached hereto as Exhibit D. 9. INDEMNIFICATION Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant, its subcontractors, agents, employees, or other persons acting on its behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and

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hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultantfurther agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 10. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend and indemnify the City, its officers, agents, representatives, and employees against any and all liability, including costs, for infringement of any United States’ letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 11. RETENTION OF RECORDS/ AUDIT REVIEW PROCEDURES a. For the purpose of determining compliance with Public Contract Code 10115, et seq. and Title 21, California Code of Regulations, Chapter 21, Section 2500 et seq., when applicable, and other matters connected with the performance of this Agreement, pursuant to Government Code 8546.7, Consultant, subconsultants, and City shall maintain and make available for inspection all books, documents, papers, accounting records, and other evidence pertaining to the performance of the Agreement, including but not limited to,the costs of administering the Agreement. All parties shall make such materials availableat their respective offices at all reasonable times during the Agreement period and for threeyears from the date of final payment under the Agreement. The state, State Auditor, City,FHWA, or any duly authorized representative of the Federal Government shall have accessto any books, records, and documents of Consultant and its certified public accountants work papers that are pertinent to the contract and indirect cost rates (ICR) for audit, examinations, workpaper review, excerpts, and transactions, and copies thereof shall be furnished if requested. b. Any dispute concerning a question of fact arising under an interim or post audit of this Agreement that is not disposed of by mutual agreement shall be reviewed by the City. c. Not later than 30 days after issuance of the final audit report, Consultant may request a review by the City of unresolved audit issues. The request for review will be submitted in writing, submitted to the project manager of RFP. d. Neither the pendency of a dispute nor its consideration by City will excuse Consultant from full and timely performance in accordance with the terms of this Agreement.

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12. CONFIDENTIALITYIf Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. “Confidential Information” shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultantwithout an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 13. CERTIFICATIONS The funds used to pay for this Agreement will be partly comprised of federal grant funds. Consultant agrees and understands that it will comply with the terms of the Certifications included below in Section 21, as well as all additional certifications included in RFP No. 26-059A, incorporated by reference into this Agreement. Consultant shall keep itself informed of all City, State and Federal laws and regulations which may, in any manner, affect the performance of it services pursuant to this Agreement. Consultant shall at all times, observe and comply with all such laws and regulations. City and its officers and employees shall not be liable at law or in equity by reason of the failure of the Consultant to comply with this paragraph. 14. CONFLICT OF INTEREST CLAUSE a. The recipient or subrecipient must maintain written standards of conduct covering conflicts of interest and governing the actions of its employees engaged in the selection, award, and administration of contracts. No employee, officer, agent, or board member with a real or apparent conflict of interest may participate in the selection, award, or administration of a contract supported by the Federal award. A conflict of interest includes when the employee, officer, agent, or board member, any member of their immediate family, their partner, or an organization that employs or is about to employ any of the parties indicated herein, has a financial or other interest in or a tangible personal benefit from an entity considered for a contract. An employee, officer, agent, and board member of the recipient or subrecipient may neither solicit nor accept gratuities, favors, or anything of monetary value from contractors. However, the recipient or subrecipient may set standards for situations where the financial interest is not substantial or a gift is an unsolicited item of nominal value. The recipient's or subrecipient's standards of conduct must also provide for disciplinary actions to be applied for violations by its employees, officers, agents, or board members.

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b. If the recipient or subrecipient has a parent, affiliate, or subsidiary organization that is not a State, local government, or Indian Tribe, the recipient or subrecipient must also maintain written standards of conduct covering organizational conflicts of interest. Organizational conflicts of interest mean that because of relationships with a parent company, affiliate, or subsidiary organization, the recipient or subrecipient is unable or appears to be unable to be impartial in conducting a procurement action involving a related organization. c. Consultant covenants that it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. d. No immediate family members of either the Mayor, City Council Member, or any appointed City Official, including appointed board and commission members, as defined under the City’s Municipal Code, whose position with the City shall award or influence the award of this Agreement, or any competing contract or amendment thereof, shall be employed in any capacity by the Consultant or have any other direct or indirect financial benefit or interest in this Agreement. e. The section also prohibits the awarding of any agreement, contract, grant, or any amendment to those awards, to any former full-time employee for one-year from date of employee separation except for any CalPERS retiree as authorized by City Council resolution f. The Consultant must comply with all conflict of interest laws, ordinances, and regulations now in effect or hereafter to be enacted during the term of this Agreement. The Consultant warrants that it is not now aware of any facts which conflict with the prohibitions defined above. If the Consultant hereafter becomes aware of any facts that might reasonably be expected to create a conflict of interest, it must immediately make full written disclosure of such facts to the City. Full written disclosure must include, but is not limited to, identification of all persons implicated and a complete description of all relevant circumstances. Failure to comply with the provisions of this paragraph will be a material breach of this Agreement. g. Consultant covenants that none of its directors, officers, employees, or agents shall participate in selecting or administrating any subcontract supported (in whole or in part) by City funds stemming from the Agreement where the awarding of the subcontract has any direct or indirect financial benefit or interest to any individual, as defined in subsections (d) and (e) above. 15. REBATES, KICKBACKS, OR OTHER UNLAWFUL CONSIDERATION Consultant warrants that this Agreement was not obtained or secured through rebates kickbacks or other unlawful consideration, either promised or paid to any City employee. For

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breach or violation of this warranty, City shall have the right in its discretion; to terminate the contract without liability; to pay only for the value of the work actually performed; or to deduct from the contract price; or otherwise recover the full amount of such rebate, kickback or other unlawful consideration. 16. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 17. EQUIPMENT PURCHASE a. Prior authorization in writing by City shall be required before Consultant enters into any unbudgeted purchase order, or subcontract exceeding $5,000 for supplies, equipment, or consultant services. Consultant shall provide an evaluation of the necessity or desirability of incurring such costs. b. For purchase of any item, service or consulting work not covered in Consultant’s Cost Proposal and exceeding $5,000 prior authorization by City, three competitive quotations must be submitted with the request, or the absence of bidding must be adequately justified. c. Any equipment purchased as a result of this Agreement is subject to the following condition: “Consultant shall maintain an inventory of all nonexpendable property. Nonexpendable property is defined as having a useful life of at least two years and an acquisition cost of $5,000 or more. If the purchased equipment needs replacement and is sold or traded in, City shall receive a proper refund or credit at the conclusion of the Agreement, or if the Agreement is terminated, Consultant may either keep the equipment and credit City in an amount equal to its fair market value, or sell such equipment at the best price obtainable at a public or private sale, in accordance with established City procedures and credit City in an amount equal to the sales price. If Consultant elects to keep the equipment, fair market value shall be determined at Consultant’s expense, based on a competent independent appraisal of such equipment. Appraisals shall be obtained from an appraiser mutually agreeable to by City and Consultant. If it is determined to sell the equipment, the terms and conditions of such sale must be approved in advance by City.” 2 CFR, Part 200 requires a credit to Federal funds when participating equipment with a fair market value greater than $5,000 is credited to the project. 18. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant, and supersedes any and all other agreements, oral or written, between the parties. In

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the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which is not embodied herein. 19. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City’s ability to have any of the services which are the subject to this Agreement performed by City personnel or by other Consultants retained by City. 20. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultantcompensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant todeliver to the City all work product(s) completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement.21. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in orgranted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 22. JURISDICTION - VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that

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Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 23. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 24. FEDERAL REGULATIONSConsultant shall comply with all applicable contractual provisions required by the United States Office of Management and Budget (OMB), as set for the in 2 CRF Part 200, whether or not expressly set forth in this document, including but not limited to those provisions set forth below. Notwithstanding, anything to the contrary herein, including without limitation, the language in this Agreement, the actual language contained in federal statutes, federal regulations, federally promulgated materials and state statutes, shall control in determining any obligations under federal law in the event of a conflict with any terms, language or provisions contained in this Agreement. Consultant shall not perform any act, fail to perform any act, or refuse to comply with any requests, which would cause City to be in violation of the federal terms and conditions. a. Federal Regulations – Recipient must comply with the government cost principles, uniform administrative requirements and audit requirements for federal grant program housed within Title 2, Part 180 of the Code of Federal Regulations. b. Debarment and Suspension – As required by Executive Orders 12549 and 12689, and 2 CFR §200.214 and codified in 2 CFR Part 200, Recipient must provide protection against waste, fraud, and abuse by debarring or suspending those persons deemed irresponsible in their dealings with the Federal government. c. Audit Records – With respect to all matters covered by this agreement all records shall be made available for audit and inspection by CITY, the grant agency and/or their duly authorized representatives for a period of three (3) years from the date of submission of the final expenditure report by the City of Santa Ana. For a period of three years after final delivery hereunder or until all claims related to this Agreement are finally settled, whichever is later, Recipient shall preserve and maintain all documents, papers and records relevant to the services provided in accordance with this Agreement, including the Attachments hereto. For the same time period, Recipient shall make said documents, papers and records available to City and the agency from which City received grant funds or their duly authorized representative(s), for examination, copying, or mechanical reproduction on or off the premises of Recipient, upon request during usual working hours. d. Reports – Recipient shall provide to City all records and information requested by City for

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inclusion in quarterly reports and such other reports or records as City may be required to provide to the agency from which City received grant funds or other persons or agencies. e. Section 504 of the Rehabilitation Act of 1973 (Handicapped) – All recipients of federal funds must comply with Section 504 of the Rehabilitation Act of 1973 (The Act). Therefore, the federal funds recipient pursuant to the requirements of The Act hereby gives assurance that no otherwise qualified handicapped person shall, solely by reason of handicap be excluded from the participation in, be denied the benefits of or be subject to discrimination, including discrimination in employment, in any program or activity that receives or benefits from federal financial assistance. The Recipient agrees it will ensure that requirements of The Act shall be included in the agreements with and be binding on all of its contractors, subcontractors, assignees or successors.f. Americans with Disabilities Act of 1990 – (ADA) Recipient must comply with all requirements of the Americans with Disabilities Act of 1990 (ADA), as applicable.g. Political Activity – None of the funds, materials, property, or services provided directly or indirectly under this agreement shall be used for any partisan political activity, or to further the election or defeat of any candidate for public office, or otherwise in violation of the provisions of the "Hatch Act". h. No Lobbying – Recipient will comply with all applicable lobbying prohibitions and laws, including those found in the Byrd Anti-Lobbying Amendment (31 U.S.C. 1352, et seq.), and agrees that none of the funds provided under this award may be expended by the Recipient to pay any person to influence, or attempt to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with any federal action concerning the award or renewal of any federal contract, grant, loan, or cooperative agreement. i. Non-Discrimination and Equal Opportunity – Recipient will comply, and all its contractors (or subrecipients) will comply, with Title VI of the Civil Rights Act of 1964, as amended; Section 504 of the Rehabilitation Act of 1964, as amended; Subtitle A, Title II of the Americans with Disabilities Act (ADA) (1990); Title IX of the Education Amendments of 1972; the Age Discrimination Act of 1975, as amended; Drug Abuse Office and Treatment Act of 1972, as amended; Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970, as amended; Section 523 and 527 of the Public Health Service Act of 1912, as amended; Title VIII of the Civil Rights Act of 1968, as amended; Department of Justice Non-Discrimination Regulations, 28 CFR Part 42, Subparts C, D, E, and G; and Department of Justice regulations on disability discrimination, 28 CFR Part 35 and 39. In the event a Federal or State court, Federal or State administrative agency, or the Recipient makes a finding of discrimination after a due process hearing on the grounds of race, color, religion, national origin, sex, or disability against a recipient of funds, the Recipient will forward a copy of the findings to CITY which will, in turn, submit the findings to the Office of Civil Rights, Office of Justice Programs, U.S. Department of Justice. If applicable, recipient will comply with the equal opportunity clause in 41 C.F.R. 60-1.4(b) in accordance with Executive Order 11246 as amended by Executive Order No. 11375.

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j. Equal Employment Opportunity – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the Executive Order 11246 of September 24, 1965, entitled “Equal Employment Opportunity,” as amended by Executive Order 11375 of October 13, 1967, and as supplemented in Department of Labor regulations (41 CFR chapter 60), as applicable.k. Public Contracts Code – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the California Public Contract Code Section 10295.3, as applicable.l. Copeland “Anti-Kickback” Act – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the Copeland “Anti-Kickback” Act (40 U.S.C. 3145) as supplemented in Department of Labor regulations (29 CFR Part 3), as applicable. m. David-Bacon Act – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the Davis-Bacon Act (40 U.S.C. 3141-3144 and 3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5), as applicable. n. Work Hours and Safety – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3702 and 3704) as supplemented by Department of Labor regulations (29 CFR Part 5), as applicable. o. Clean Air Act – 1. The contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq. 2. The contractor agrees to report each violation to CITY and understands and agrees that the CITY will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency, and the appropriate Environmental Protection Agency Regional Office. 3. The contractor agrees to include these requirements in each subcontract exceeding $150,000 financed in whole or in part with Federal assistance provided by FEMA. p. Energy and Conservation – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the Energy Policy and Conservation Act (42 U.S.C. 6201), as applicable. q. Waste Disposal – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act, as applicable. r. Patent Rights – Recipient agrees that the Department of Homeland Security shall have the authority to seek patent rights for any process, product, invention or discovery developed and paid

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for with funding through this Agreement based on the requirements of 37 CFR§ 401 and any other implementing regulations, as applicable. s. Copyright – Recipient may copyright any books, publications or other copyrightable materials developed in the course of or under this Agreement. However, the federal awarding agency, State Administrative Agency (SAA) and City reserve a royalty-free, non-exclusive, and irrevocable license to reproduce, publish or otherwise use, and to authorize others to use, for federal government, SAA and/or City purpose: (1) the copyright in any work developed through this Agreement; and (2) any rights of copyright to which the subcontractor purchases ownership with support through this grant. The Federal government’s, SAA’s and City’s rights identified above must be conveyed to the publisher and the language of the publisher’s release form must ensure the preservation of these rights. t. Equal Employment in Construction Contracts – Pursuant to Equal Employment Opportunity requirements of 41 C.F.R. 60-1.4(b) in accordance with Executive Order 11246 as amended by Executive Order No. 11375, as to any construction contract thereunder, if applicable, during the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (3) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals

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who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information. (4) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (5) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (6) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (7) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (8) The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance. u. Prohibition on Certain Telecommunications and Video Surveillance Services or Equipment – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements under Uniform Guidance 2 CFR §200.216. Recipient will comply with FEMA Policy 405-143-1, Prohibitions on Expending FEMA Award Funds on Covered Telecommunications Equipment or Services (Interim), which prohibits grant recipients and subrecipients from obligating or expending loan or grant funds to procure or obtain, extend or

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renew a contract to procure or obtain, or to enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.As described in Public Law 115-232, section 889, covered telecommunications equipment: (1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). (2) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities). (3) Telecommunications or video surveillance services produced by such entities or using such equipment. (4) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country. v. Domestic Preferences for Procurements/Subcontracts – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements under Uniform Guidance 2 CFR §200.322. Recipient shall comply with the federal and recipient standards in the award of any subcontracts. For purposes of this Agreement, subcontracts shall include but not be limited to purchase agreements, rental or lease agreements, third party agreements, consultant service contracts and construction subcontracts. Recipient shall ensure that the terms of this Agreement with the CITY are incorporated into all Subcontractor Agreements. The recipient shall submit all Subcontractor Agreements to the CITY for review prior to the release of any funds to the subcontractor. The recipient shall withhold funds to any subcontractor agency that fails to comply with the terms and conditions of this Agreement and their respective Subcontractor Agreement. (1) Recovered Materials Recipient shall make maximum use of products containing recovered materials that are EPA-designated items unless the product cannot be acquired competitively within a timeframe providing for compliance with the contract performance schedule; Meeting contract performance requirements; or at a reasonable price.

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

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

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

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EXHIBIT A

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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 Anas 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 agencys 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 Citys Planning and Building Agency prior to starting inspection.

EXHIBIT 1 SCOPE OF SERVICES

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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 Citys 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. Proposers 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.

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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 Citys 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 Proposers 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 Proposers 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.

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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 Citys 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 Anas 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

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EXHIBIT B

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EXHIBIT C

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Locally Funded Projects Fee SchedulePersonnel Rates: Per Hour Unless Otherwise NotedEquipment Usage (Daily Unless Otherwise Noted),Engineering And Consulting Personnel Rate Continued RateSenior Principal Advisor/Consultant 390.00$ Torque Multiplier 48.00$ Principal Engineer/Geologist 280.00$ Air Meter 37.00$ Metallurgical Engineer 390.00$ Unit Weight Bucket 28.00$ Registered Geotechnical Engineer 280.00$ Field Concrete Scale 37.00$ Technical Advisor 260.00$ 2" x 2" x 2" Mold 26.00$ Material Scientist, Welding/NDT Consultant 275.00$ Nuclear Gauge (Per Hour) 13.00$ Registered Geologist/Certified Engineering Geologist 275.00$ Sand Cone Density Test Equipment 60.00$ Senior Engineer/Geologist 250.00$ Pull Test Equipment 74.00$ Registered Civil Engineer 240.00$ Concrete/Asphalt Coring Equipment 720.00$ Roofing/Waterproofing Consultant 265.00$ Floor Flatness (Dipstick) 63.00$ Project Engineer/Manager 235.00$ Schmidt Hammer 48.00$ Quality Control Manager 235.00$ Vapor Emission Test Kits 58.00$ Senior Staff Engineer/Geologist 220.00$ Relative Humidity Probe 90.00$ Staff Engineer/Geologist 205.00$ UPV (Ultrasonic Pulse Velocity) Meter 420.00$ Quality Control Administrator 205.00$ Fireproofing Adhesion/Cohesion (Per Test) 42.00$ Metallurgical Technician 175.00$ A Scan Ultrasonic Equipment And Consumables 100.00$ CADD Operator/Draftsperson 160.00$ Magnetic Particle Equipment And Consumables 53.00$ Administrative Support 105.00$ Liquid Penetrant Consumables 48.00$ Field Supervisor 195.00$ Phased Array Ultrasonic Equipment (Per Hour) 105.00$ Safety Supervisor 195.00$ Ground Penetrating Radar 399.00$ Laboratory Manager 180.00$ Impact Echo 405.00$ Laboratory Technician 155.00$ Ultrasonic Tomography 525.00$ Expert Witness Testimony 630.00$ Inertial Profiler (Per Hour) QuotationQualified SWPPP Developer 220.00$ Borescope 315.00$ Qualified SWPPP Practitioner 205.00$ Infrared Camera 105.00$ Vibration Engineer 240.00$ Project Dedicated Vehicle 189.00$ Roller Compacted Concrete Vibrating Hammer/Tamping Plate 84.00$ Half-Cell Potential Equipment Set 405.00$ Field Inspection Personnel RateConcrete Electrical Resistivity Meter 189.00$ Concrete/Reinforced Steel Inspector 139.00$ Field Hardness (Steel) 116.00$ Prestressed/Post Tensioned Inspector 139.00$ Coating Thickness Gauge 166.00$ Concrete ICC Inspector 139.00$ Curing Box (Not Temperature Controlled, One-Time Fee/ 788.00$ Drilled-In-Anchor Inspector 139.00$ Per Box)Gunite/Shotcrete Inspector 139.00$ Temperature Control Curing Box (Per Month) 525.00$ Masonry Inspector 139.00$ Temperature Matching Curing Box (Per Month) 599.00$ Structural Steel/Welding Inspector 139.00$ AWS Certified Welding Inspector 139.00$ Fireproofing Inspector 139.00$ Specimen Pick-UpRateLead Inspector 142.00$ Soil/Aggregate Sample (Each) 55.00$ Firestop Special Inspector - IFC Premier 160.00$ Standard Sample: Concrete Cylinders (Each) 36.00$ Firestop Special Inspector - IQP 205.00$ Standard Sample: Mortar/Grout Cubes And Cores, 36.00$ L.A. Deputy Grading Inspector 150.00$ Fireproofing, Rebar, And Epoxy Prisms (Each)Asphalt Field and Plant Inspector/Technician 139.00$ Oversize Sample: Masonry Prisms And Shotcrete Panels (Each)94.00$ Pile Driving Inspector 139.00$ Oversize Sample: Flexural Beams (Each) 94.00$ Soils Technician 139.00$ Technician For Specimen Pick-Up Not Listed Above 160.00$ Concrete Quality Control (ACI/Caltrans Technician) 139.00$ (Per Hour, 2-Hour Minimum)Wood Framing Inspector 139.00$ Technician For Specimen Pick-Up Before 5:00 a.m. 220.00$ Roofing/Waterproofing Inspector 150.00$ Or After 5:00 p.m. Monday Thru Friday, Or All Day Saturday Public Works Inspector 155.00$ (Per Hour, 2-Hour Minimum Plus Mileage)Mechanical Inspector 185.00$ Electrical Inspector 185.00$ Plumbing Inspector 185.00$ Jobsite Trailer, Mobile Or On-site LaboratoryRateBuilding Inspector 185.00$ Portable Or Mobile Laboratory Unit QuotationVibration Monitoring Technician 160.00$ Jobsite Trailer, Conex, Or Equipment Storage Box QuotationField Engineering Technician 139.00$ Concrete Tests (Field Made Specimens)RateShop Inspection Personnel Rate6" x 12" Cylinder Compression Strength (ASTM C39) 49.00$ Structural Steel Fabrication Inspector 139.00$ 4" x 8" Cylinder Compression Strength (ASTM C39)43.00$ Batch Plant Quality Control Technician/Inspector 139.00$ Density Of Structural Lightweight Concrete Equilibrium 107.00$ Glue-Laminated Fabrication Inspector Quotation Oven Dry Method (ASTM C567)Pre-Cast Concrete/Pipe Fabrication Inspector 139.00$ Core Compression Including Trimming (ASTM C42)97.00$ 6" x 6" x 18" Flexural Beams Not Exceeding Referenced 134.00$ Size (ASTM C78, C293 or CTM 523)Nondestructive Testing Personnel RateSplitting Tensile Strength (ASTM C496) 134.00$ NDE Ultrasonic Testing Technician 145.00$ Modulus Of Elasticity Test (ASTM C469) 348.00$ NDE Magnetic Particle Testing Technician 145.00$ Rapid Chloride Permeability Test: Cylinders Or Cores 610.00$ NDE Dye Penetrant Testing Technician 145.00$ (ASTM C1202)Combination NDE Technician/Welding Inspector 145.00$ Density, Absorption, And Voids In Hardened Concrete 610.00$ Radiographic Testing (Crew Of 2)Quotation(ASTM C642)NDE Engineer 255.00$ Flexural Toughness (ASTM C1609, Formerly ASTM C1018) 963.00$ Double Punch Strength Of Fiber Reinforced Concrete 642.00$ Coefficient Of Thermal Expansion Of Concrete 696.00$ Equipment Usage (Daily Unless Otherwise Noted)Rate(CRD 39, AASHTO T336)Skidmore 51.00$ Bulk Electrical Resistivity (One Age Of Testing, ASTM C1876) 172.00$ Torque Wrench, Small 21.00$ Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete 1,070.00$ Torque Wrench, Large 32.00$ Beam (EN 14651)4000640009953129531895309 8001340012 60003
95374
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10305
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Task 1040180003
95322953231020110203104032010310115105011020720101Task

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Concrete Specimen Preparation RateQualification Of Cements RateSawing Of Specimens (Each)54.00$ Chemical Analysis Of Portland Cement Per Standard 803.00$ Coring Of Specimens In Lab (Each)54.00$ Requirements (ASTM C150)Grinding Of Concrete Below 6000 psi Strength (Each)97.00$ Physical Testing Of Portland Cement Per Standard 803.00$ Grinding Of Concrete 6000 psi Strength And Above (Each)118.00$ Requirements (ASTM C150)Physical Testing Of Type K Cement, Mortar Expansion 803.00$ Laboratory Trial Batch: Concrete, Cement(ASTM C806)And Mortar RatePhysical Testing And Chemical Analysis Of Portland Cement 1,498.00$ Compression Test 4" x 8" Cylinders Made And Tested In 63.00$ Per Standard Requirements (ASTM C150)Laboratory (ASTM C192, C35) Partial Analysis Or Specific Physical Tests QuotationCompression Test 6" x 12" Cylinders Made And Tested In 73.00$ Sulfates Resistance Of Hydraulic Cement (ASTM C1012), 3,210.00$ Laboratory (ASTM C192, C35) 6 Months6" x 6" x 18" Flexural Beams Made And Tested in Laboratory150.00$ Sulfates Resistance Of Hydraulic Cement (ASTM C1012), 3,531.00$ (ASTM C192, C78) 12 monthsSplitting Tensile Strength Cylinders Made And Tested In 150.00$ Type 1L Cement (ASTM C595; Excludes Special Properties)1,498.00$ Laboratory (ASTM C192, C496) Clinker Microscopy, Per Sample910.00$ Modulus of Elasticity Test Cylinders Made And Tested In 364.00$ Laboratory (ASTM C192, C469)Density Of Structural Lightweight Concrete Made In 124.00$ Physical Testing Of Chemical Admixtures ForLaboratory, Equilibrium or Oven Dry Method (ASTM C567)Concrete RateBulk Electrical Resistivity (ASTM C1876)188.00$ Qualification Of Admixture (ASTM C494)QuotationLaboratory Trial Batch (ASTM C192/Lab Procedure Performance)589.00$ Concrete Mixture Design For Preconstruction Evaluation And 343.00$ Backup Data DevelopmentEvaluation Of Pozzolans And Slag Cement RateDrying Shrinkage Up To 28 Days, Three 3" x 3" Or 4" x 4" Bars, 557.00$ Chemical Analysis Of Fly Ash Per Standard Requirements 803.00$ Five Readings Up To 28 Dry Days (ASTM C157) (ASTM C618)Additional Reading, Per Set Of Three Bars 65.00$ Physical Testing Of Fly Ash Per Standard Requirements 803.00$ Storage Over Ninety (90) Days, Per Set Of 54.00$ (ASTM C618)Three Bars, Per Month Partial Analysis Or Specific Physical Tests QuotationSetting Time Up To 7 Hours (ASTM C403)214.00$ Chemical Analysis And Physical Testing Of Fly Ash Per 1,498.00$ Bleeding (ASTM C232)193.00$ Standard Requirements (ASTM C1618)Concrete Restrained Expansion (ASTM C878)749.00$ Qualification Of Silica Fume Per Standard Requirements 1,498.00$ Mix, Make and Test Mortar or Grout Specimens for Compressive 642.00$ (ASTM C1240)Strength: Set of 6 (ASTM C878) Qualification Of Slag Cement Per Standard Requirements 1,498.00$ Non-Shrink Grout: Height Change After Final Set (ASTM C1090)642.00$ (ASTM C989)Non-Shrink Grout: Height Change At Early Age (ASTM C827)910.00$ Effectiveness Of Pozzolans & Slag Cement In Mitigating1,498.00$ Cracking Resistance, Set Of Three Rings, Laboratory Trial 6,634.00$ Expansion Due To ASR (ASTM C441)Batching, Test Until Cracking Or Up To 28 Days (ASTM 1581)Evaluation Of Pre-Packaged Masonry Mortars (ASTM C270)1,391.00$ Creep (ASTM C512) (One Age Of Loading, 12 Months 9,095.00$ Mass Concrete - Engineering And Testing Services RateDuration Of Testing)Thermal Control Plan (Without Cooling Pipes) Per A Unique 9,000.00$ Laboratory Development of Strength-Maturity Curve Without 3,424.00$ Type Of Placement Of Similar Group Of Placements, Each PlanEstablishing Datum Temperature (Up To 5 Testing Ages, Thermal Control Plan (With Cooling Pipes), Per A Unique 10,500.00$ ASTM C1074) Type Of Placement Of Similar Group Of Placements, Each PlanLaboratory Development Of Strength-Maturity Curve With 5,664.00$ Performance Based Maximum Temperature Difference 6,000.00$ Establishing Datum Temperature (Up to 5 Testing Ages, Laboratory & Analytical Studies, One Concrete Mixture DesignASTM C1074) Rock And Concrete Aggregates - PetrographicExamination & Special USACE & CRD Tests RateEvaluation of Mixing Water for Concrete RateRock Type Description, Per Sample (Rock Core Or Rock 1,000.00$ Evaluation of Mixing Water For Concrete Per The Requirements 1,070.00$ Chunk)Of ASTM C1602, Table 1 (Physical Properties Of Mortar), Per Rock Type Description + XRD Including Clay Analysis, 1,500.00$ Sample Per SampleEvaluation Of Mixing Water For Concrete Per The Requirements 1,284.00$ Natural Aggregates - Petrographic Examination (Gravel And 2,750.00$ Of Caltrans, Section 90, Per Sample Natural Sand Consisting Of Single Rock Type ASTM C295)Each, One SampleConcrete - Chemical Analysis, Transport Properties,Crushed Aggregates - Petrographic Examination (Crushed 2,750.00$ Service Life Modeling, Petrographic Examination RateRock And Manufactured Sand Consisting Of Single Rock TypeAcid-Soluble Chloride Analysis (ASTM C1152)134.00$ ASTM C295), Each, One SampleIncludes Sample Prep)Coarse Aggregate Certification For Deleterious Materials Per 6,500.00$ Water-Soluble Chloride Analysis (ASTM C1218)161.00$ Specifications Of USACE, Materials Coarser Than 0.75-Inch(Includes Sample Prep)Each, One Sample, 200 lb.Chloride Diffusion Coefficient Of Cementitious Mixtures By2,996.00$ Coarse Aggregate Certification For Deleterious Materials Per 5,500.00$ Bulk Diffusion (ASTM C1556) Specifications Of USACE, 0.75-Inch And Finer Material, Each,Bulk Resistivity (ASTM C1876) And Formation Factor 696.00$ One Sample, 25 lb.Chloride Binding Isotherm 910.00$ Fine Aggregate Certification For Deleterious Materials Per 2,750.00$ Analytical And Experimental (ASTM C1556) Modeling Of Service 8,560.00$ Specifications Of USACE, Each, One SampleLife Of Concrete Per Life-365 Model, Per Mixture Design Aggregate, Scratch Hardness (CRD-C 130), Each, One Sample, 500.00$ Analytical And Experimental (NordTest) Modeling Of Service 8,560.00$ 25 lb.Life Of Concrete Per FIB Model Code 34, Per Mixture DesignNon-Steady State Chloride Migration Coefficient, NordTest 492 669.00$ Petrographic Examination Of Hardened Concrete, Level I 1,750.00$ Soils And Aggregate Tests Rate(ASTM C856) (Excludes Thin Section), Per Sample Abrasion: LA Rattler (ASTM C131)206.00$ Petrographic Examination Of Hardened Concrete, Level II 2,250.00$ Abrasion: LA Rattler (ASTM C535)217.00$ (ASTM C856) Includes Thin Section, Per Sample Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204)165.00$ Petrographic Examination Of Hardened Concrete, Level III 3,500.00$ California Bearing Ratio Excluding Maximum Density 598.00$ (ASTM C856/C1723) (Thin Section And SEM/EDX), Per Sample(ASTM D1883) SoilW/CM Determination (NordTest Build 361)1,338.00$ California Bearing Ratio Excluding Maximum Density 670.00$ Examination Of Volumetric Proportions Of Hardened Concrete 535.00$ (ASTM D1883) Cement-Treated Soil(ASTM C457), Per Sample Cement-Treated Soil/Base Mix Design: Includes Three Trial 3,605.00$ Air Void Analysis Of Hardened Concrete (ASTM C457), 750.00$ Cement Contents With Three Unconfined CompressivePer Sample Strength Specimens Per Cement ContentElectron Microscopy (ASTM C1723)803.00$ Chloride And Sulfate Content (CTM 417, CTM 422)180.00$ Paste Carbonation Analysis, Per Sample 268.00$ Clay Lumps And Friable Particles (ASTM C142)210.00$ Insoluble Residue Analysis (ASTM C1324)Quotation Cleanness Value 1" x #4 (CTM 227)180.00$ Alkali-Silica - Damage Rating Index (DRI), Per Sample 1,338.00$ Cleanness Value 1.5" x .75" (CTM 227)285.00$ CodeTask
70344
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Soils And Aggregate Tests, Continued Rate Asphalt Concrete Tests, Continued RateCollapse Potential/Index (ASTM D5333)232.00$ Emulsion Residue, Evaporation (ASTM D244)175.00$ Compressive Strength Of Molded Soil-Cement Cylinders 109.00$ Extraction % Bitumen (ASTM D6307, CTM 382)175.00$ (ASTM D1633) Extraction % Bitumen And Gradation (ASTM D5444, D6307, 240.00$ Consolidation Test Full Cycle (ASTM 2435, CTM 219)205.00$ CTM 202, 382)Consolidation Test Time Rate Per Load Increment 47.00$ Extraction % Bitumen, Correction Factor (ASTM D6307, 385.00$ (ASTM D2435, CTM 219) CTM 382)Corrosivity Series Sulfate, CI, pH, Resistivity (CTM 643, 253.00$ Chemical Extraction % Bitumen And Sieve Analysis 410.00$ 417, and 422) (ASTM D2172 Method A or B, ASTM D5444)Crushed/Fractured Particles (ASTM D5821, CTM 205)180.00$ Lab Tested Maximum Density Hveem, 3 Briquettes 235.00$ Direct Shear Test Remolded And/Or Residual (ASTM D3080)255.00$ (ASTM D1561, D1188, CTM 304, 308)Direct Shear Test Undisturbed - Slow [CD] (ASTM D3080)230.00$ Hveem Stabilometer Test, Premixed, 3 Briquettes 235.00$ Direct Shear Test Undisturbed - Fast [CU] (ASTM D3080)200.00$ (ASTM D1560, D1561, CTM 304, 366)Durability Index Per Method - A,B,C, or D (ASTM D3744, 220.00$ Lab Tested Maximum Density Marshall, 3 Briquettes 230.00$ CTM 229) (ASTM D6926, D2726)Expansion Index (ASTM D4829, UBC 18-2)175.00$ Lab Tested Maximum Density Marshall 6'' Specimen, 235.00$ Fine Aggregate Angularity (ASTM C1252, CTM 234, 200.00$ 3 Briquettes (ASTM D5581, D2726)AASHTO T304) Lab Tested Maximum Density Superpave Gyratory Compacted 90.00$ Flat And Elongated Particle (ASTM D4791)250.00$ Briquette, SSD, 1 Briquette (ASTM D6925, D2726)Flat Or Elongated Particle (ASTM D4791)220.00$ Lab Tested Maximum Density Superpave Gyratory Compacted 100.00$ Maximum Density Methods A/B/C (ASTM D1557, 195.00$ Briquette, Paraffin, 1 Briquette (ASTM D1188, D6925)D698, CTM 216) Maximum Theoretical Specific Gravity [RICE] (ASTM D2041, 180.00$ Maximum Density Check Point (ASTM D1557, D698)70.00$ CTM 309)Maximum Density AASHTO C [Modified] (AASHTO T-180)200.00$ Marshall Stability And Flow, Cored Sample, Each 90.00$ Maximum Index Density Vibratory Table (ASTM D4253)355.00$ ASTM D6927)Moisture Content (ASTM D2216, CTM 226)30.00$ Marshall Stability And Flow, Premixed, 3 Briquettes 255.00$ Moisture and Density Ring Sample (ASTM D2937)30.00$ (ASTM D6926, D6927)Moisture and Density Shelby Tube Sample (ASTM D2937)45.00$ Marshall Stability And Flow, Gyratory Compacted Specimen 255.00$ Moisture-Density Relations Of Soil-Cement Mixtures 285.00$ Pre-Mixed, 3 Briquettes (ASTM D5581, D6925)Premixed In The Field (ASTM D558) Marshall Stability And Flow 6'' Specimen, Premixed, 255.00$ Moisture-Density Relations Of Soil-Cement Mixtures 365.00$ 3 Briquettes (ASTM D5581)Mixed In The Lab (ASTM D558) Moisture Content (CTM 370)90.00$ pH Of Soils (ASTM D4972)65.00$ Wet Track Abrasion Test (ASTM D3910)185.00$ Organic Content Of Soils (ASTM D2974, Method A Only)90.00$ Hveem Mix Design (Excluding Aggregate Quality Tests)6,000.00$ Organic Impurities (ASTM C40, CTM 213)95.00$ Hveem Mix Design, With RAP (Excluding Aggregate Quality6,500.00$ Permeability (ASTM D5084)Quotation Tests, RAP Qualification)Potential Reactivity Chemical Method (ASTM C289 - 800.00$ Hveem Mix Design, With Lime (Excluding Aggregate Quality10,000.00$ Discontinued Method) Tests)Potential Reactivity Mortar Bar Expansion Method, 990.00$ Hveem Mix Design Caltrans Untreated Mix (Including 7,000.00$ 14-Day Exposure (ASTM C1260) Aggregate Quality Tests)Potential Reactivity Mortar Bar Expansion Method, 1,100.00$ Hveem Mix Design Caltrans Lime Treated Mix (Including 8,000.00$ 28-Day Exposure (ASTM C1260) Aggregate Quality Tests)Potential Reactivity Concrete Bar Expansion Method 2,995.00$ Marshall Mix Design (Excluding Aggregate Quality Tests)6,000.00$ (ASTM C1293), 12 month Marshall Mix Design With RAP (Excluding Aggregate Quality6,400.00$ Potential Reactivity Concrete Bar Expansion Method 3,320.00$ Tests)(ASTM C1293), 24 month Marshall Mix Design With Lime (Excluding Aggregate Quality7,000.00$ Potential Reactivity of Aggregate Combination, Non-Standard 1,175.00$ Tests)Method; 14-Day Exposure, Mortar (After ASTM C1567)Open Grade Asphalt Concrete Mix Design (ASTM D7064, 3,500.00$ Potential Reactivity Of Aggregate Combination, Non-Standard 1,230.00$ CTM 368)Method; 28-Day Exposure, Mortar (After ASTM C1567)Superpave Mix Design (Excluding Aggregate Quality Tests)12,000.00$ R-Value Soil (ASTM 2844, CTM 301)454.00$ Superpave Mix Design, With RAP (Excluding Aggregate 12,500.00$ R-Value Aggregate Base (ASTM D2844, CTM 301)505.00$ Quality Tests)Sand Equivalent (ASTM D2419, CTM 217)129.00$ Superpave Mix Design With Rubber (Excluding Aggregate 12,500.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202)93.00$ Quality Tests)Sieve With Hydrometer 3/4" Gravel To Clay (ASTM D422, 258.00$ Superpave Mix Design With Additives (Excluding Aggregate 12,700.00$ D7928, CTM 203) Quality Tests)Sieve With Hydrometer Sand To Clay (ASTM D422, 248.00$ Effect Of Moisture On Asphalt Paving Mixtures, Pre-Mixed 1,200.00$ D7928, CTM 203) (ASTM D4867, AASHTO T283)Sieve Analysis Including Wash (ASTM C136, CTM 202)155.00$ Hamburg Wheel Track Test, 20,000 Passes, 4 Briquettes 1,300.00$ Sieve Analysis Without Wash (ASTM C136, CTM 202)125.00$ (AASHTO T324)Sieve Analysis Split Sieve (ASTM C136, CTM 202)250.00$ Raveling Test Of Cold Mixed Emulsified Asphalt (ASTM D7196)225.00$ Sieve Analysis Without Wash With Cobbles (ASTM C136, 245.00$ Marshall Stability, Wet Set, 3 Replicates (AASHTO T245)390.00$ CTM 202) Marshall Stability, Dry Set, 3 Replicates (AASHTO T245)330.00$ Soundness Sodium Or Magnesium Sulfate, 5 Cycles 464.00$ Cold Recycled Asphalt Mix Design 2 Gradings Each, 11,600.00$ (ASTM C88) 3 Emulsion Content (Caltrans LP-8)Specific Gravity And Absorption Coarse (ASTM C127, 105.00$ CTM 206)Specific Gravity and Absorption Fine (ASTM C128, 170.00$ Mortar And Stucco - Petrographic Examination RateCTM 207) Stucco, One-Coat (ASTM C856), Includes Thin Section), 2,250.00$ Swell/Settlement Potential One Dimensional (ASTM D4546)155.00$ Per SampleTriaxial Quotation Stucco, Two-Coat (ASTM C856), Includes Thin Section), 2,500.00$ Unconfined Compression (ASTM D2166, CTM 221)196.00$ Per SampleUnit Weight Per Cubic Foot (ASTM C29, CTM 212)129.00$ Stucco, Three-Coat (ASTM C856), Includes Thin Section), 3,000.00$ Voids In Aggregate With Known Specific Gravity (ASTM C29, 129.00$ Per SampleCTM 212) Mortar (ASTM C1324, Petrographic Examination And Chemical 3,250.00$ Lightweight Particles Coarse, with Two Solutions (ASTM C123)535.00$ Analysis), Per SampleLightweight Particles Fine, with One Solution (ASTM C123)258.00$ Method of Test for Relative Mortar Strength of Portland1,400.00$ Cement Concrete Sand (CT 515)Brick Masonry Tests, ASTM C67 RateModulus Of Rupture Flexural 118.00$ Compression Strength 81.00$ Asphalt Concrete Tests RateAbsorption 5 Hour or 24 Hour 86.00$ HMA Mixing And Preparation 140.00$ Absorption (Boil) 1, 2 Or 5 Hours 118.00$ HMA Mixing And Preparation With Aggregate Treatment 196.00$ Initial Rate Of Absorption 75.00$ Bulk Specific Gravity Of Compacted Sample Or Core SSD 62.00$ Efflorescence 91.00$ (ASTM D2726, CTM 308C) Cores Compression 97.00$ Bulk Specific Gravity Of Compacted Sample Or Core Paraffin 88.00$ Shear Test On Brick Cores 2 Faces 118.00$ Coated (ASTM D1188 and CTM 308A) 203157035720807TaskCode80282802868029480290 75069
20307203092031120313
75028CodeTask75030
7503675111751077506375106304017039475109TaskCode2030120303203053041270359 75042800017508375039750997509075005750947505075048750577032170378 7503375031
75024750277504070333750877507575068750677511375115
70325750043050770331750527509375096750847509575066703497035170353 7504975051751147507070343
30411Code7503270347703997037170373703617036370365303173031970360Task7036970367703977035570328703307034170319703117031370315Task 703927034570398703357033730508703407039170342Code703937039670309703177033970336 3 City Council
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Concrete Block, ASTM C140 Rate Metal and Steel Testing, Continued RateCompression 102.00$ Hardness Test (ASTM E18)91.00$ Absorption/Moisture Content/Oven Dry Density 102.00$ Bolt Axial Tensile Test (Up To 7/8" Diameter)75.00$ Linear Shrinkage (ASTM C426)295.00$ Bolt Wedge Tensile Test (Up To 7/8" Diameter)91.00$ Web And Face Shell Measurements 59.00$ Bolt Axial Tensile Test (Greater Than 7/8" Up To 1" diameter)97.00$ Tension Test 188.00$ Bolt Wedge Tensile Test (Greater Than 7/8" Up To 1" Diameter)118.00$ Core Compression 97.00$ Bolt Axial Tensile Test (Greater Than 1" Diameter)140.00$ Shear Test Of Masonry Cores 2 Faces 118.00$ Bolt Wedge Tensile Test (Greater Than 1" Diameter)150.00$ Efflorescence Tests 91.00$ Bolt Proof Load Test (Up To 7/8")102.00$ Bolt Proof Load Test (Greater Than 7/8" Up To 1" Diameter)124.00$ Bolt Proof Load Test (Greater Than 1")145.00$ Masonry Prisms, ASTM C1314 RateNut Proof Load Test (Up To 7/8")81.00$ Compression Test, Composite Masonry Prisms Up To 8" x 16" 220.00$ Nut Proof Load Test (Greater Than 7/8" Up To 1" Diameter)102.00$ Compression Test, Composite Masonry Prisms > 8" x 16" 295.00$ Nut Proof Load Test (Greater Than 1")113.00$ Prism Cord Modulus of Elasticity696.00$ Prism Cord Modulus Of Elasticity With Transverse Strain 760.00$ (For Double-Wythe Specimen) Chemical Testing Of Metal And Steel RateSteel Chemical Analysis QuotationWeight Of Galvanized Coating (ASTM A90)97.00$ Mortar And Grout RateEpoxy Coating Thickness 107.00$ Compression 2" x 4" Mortar Cylinders (ASTM C780)65.00$ Coating Thickness 102.00$ Compression 3" x 3" x 6" Grout Prisms, Includes Trimming49.00$ (ASTM C1019) Machining And Preparation Of Tensile And BendCompression 2" Cubes (ASTM C109)65.00$ Sample: Carbon Steel RateCompression Cores Includes Trimming (ASTM C42)97.00$ Machinist Initial Preparation From Mock-Up, Etc. (Per Hour)156.00$ Sawcut To Overall Width (Per 0.5" Thickness Or Fraction 70.00$ Thereof)Masonry Specimen Preparation RateMachine To Test Configuration Milled Specimens 102.00$ Cutting Of Cubes Or Prisms 81.00$ Machine To Test Configuration Turned Specimens (Per 0.5" 182.00$ Thickness Or Fraction Thereof)Prepare Subsize Specimens (Per 0.5" Thickness Or Fraction 124.00$ Fireproofing Tests RateThereof)Oven Dry Density (ASTM E605)97.00$ Charpy Impact RateGunite And Shotcrete Tests RateCharpy Impact Ambient Temperature 113.00$ Core Compression Including Trimming (ASTM C42)113.00$ Charpy Impact Reduced Temperature 150.00$ Compression Cubes (Includes Saw Cutting)81.00$ Concrete Roof Fill: Gypsum, Vermiculite, Perlite, Machining Of Charpy Samples: Carbon Steel RateLightweight Insulating Concrete, Etc. RateCutting And Milling (Per 0.5" Or Fraction Thereof) 102.00$ Compression Test (ASTM C495 and C472)81.00$ Final Machining To Sample Configuration 124.00$ Air Dry Density (ASTM C472)70.00$ Oven Dry Density (ASTM C495)97.00$ Prestressing Wires And Tendons, (ASTM A416)RateStress-Strain Analysis Wire Or Strands (Including Chart And 273.00$ Reinforcing Steel, ASTM A615, A706 RatePercent Offset)Tensile Test #11 Or Smaller 81.00$ Tensile Test Only204.00$ Bend Test #11 Or Smaller 75.00$ Tendons QuotationBend Test #14 Or #18 428.00$ Tensile Test #14 321.00$ Tensile Test #18 418.00$ Polymer Matrix Composite Materials (Fiberwrap)RateTensile Strength Set of 5 Specimens/Batch/Direction 1,498.00$ (ASTM D3039)Reinforcing Steel - Welded Or Coupled Specimens RateTensile Strength Additional Specimens (ASTM D3039)289.00$ Tensile Test Welded/Coupled #11 And Smaller 91.00$ (ASTM D3039)Tensile Test Welded/Coupled #14 311.00$ Heating Chamber Time Per 24 Hr. Period 107.00$ Tensile Test Welded/Coupled #18 439.00$ Weld Macroetch 102.00$ Slippage Test - Caltrans (CTM 670)236.00$ Calibration Services And Universal Machine Usage RateTensile Test Welded Hoops #11 And Smaller 182.00$ Calibration/Verification Services QuotationUniversal Test Machine Usage (Per Hour)509.00$ Metal and Steel TestingRate Specialty TestingTensile Strength Up To 100K Pounds (Each)91.00$ - Cylic And Fatigue Testing Programs On Special Products/PartsTensile Strength Up To 200K Pounds (Each)102.00$ - Engineering And Technical Supports/Design Of Prototypes And Special Test Set-UpTensile Strength Up To 300K Pounds (Each)129.00$ - Fastener/Coupling Full Testing Program Per New Regulations: Tension, Tension/Bend, Tensile Strength Up To 400K Pounds (Each)188.00$ Shear, Double Shear, 8 CompressionsTensile Strength 400K To 600K Pounds (Each)428.00$ - Fiberglass/Composite Materials Field Testing Program (ASTM D1143 D1242, Tensile Strength Stress-Strain Percent Offset 268.00$ D2584, D4065, D4476, D4923, D7901, D7921, and D732)Weld Macroetch 102.00$ - Field Testing Of Structures And Structural ElementsWeld Fracture 54.00$ - In-Place Shear TestingBend Test 86.00$ - Materials And/Or Product Evaluation Per SpecificationsFlattening Test 86.00$ - Structural Dynamic Testing And Durability AnalysisGeneral ConditionsNOTE: Field inspection work conditions are established by contract with Operating Engineers, Local 12.NOTE: A minimum of 24 hours notice is required for testing and inspection services.NOTE: For projects subject to a Project Labor Agreement (PLA), if the terms and conditions of the PLA are more restrictive than those listed below, PLA terms and conditions will apply.NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

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20641
205452061120501205032052520803206152060720361Task 2037120529Task 4

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General Conditions, ContinuedNote that hard copies of reports will be sent only to governing jurisdictions that mandate them. All other parties will receive reports electronically. The administrative fee above will receivereports electronically. Minimum Charges (Inspection and Technician Personnel Only - Other Personnel Charged on Portal to Portal Basis)2-Hour Minimum: Inspector arrives at jobsite, no work to perform4-Hour Minimum: 1 to 4 hours of inspection8-Hour Minimum: Over 4 to 8 hours of inspectionRegular Time (All Types of Inspection and also All Non-Exempt Employees)The first 8 hours worked Monday through Friday between 5:00 a.m. and 5:00 p.m. except as noted otherwise below.Time and One-Half (All Types of Inspection and also All Non-Exempt Employees)All shifts will be billed based on the time and date of their start. Any increment past 8 hours through 12 hours worked Monday through Friday and the first 12 hours on Saturday. Time andone-half will also be charged for the first four hours before 5:00 a.m. and after 5:00 p.m. Double Time (All Types of Inspection and also All Non-Exempt Employees)All shifts will be billed based on the time and date of their start. After the first 12 hours worked Monday through Saturday, all day Sunday, and holidays. After the first four hours workedbefore 5:00 a.m. and after 5:00 p.m. Holidays are New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving, the day after Thanksgiving,Christmas Day, and Local 12 general meeting days (First Saturday in June, First Saturday in December). If any of the holidays should fall on Sunday, the Monday following shall be consideredthe holiday.Meal PeriodWhen personnel are required by their duties to work more than five consecutive hours without a one-half hour uninterrupted meal period, one half hour at double time rate will be chargedin addition to any applicable overtime for actual hours worked. Charges for Subcontracted ServicesMaterial sent to outside laboratory for testing: Material sent to outside fabricator or machine shop: Glu-Lam beam inspection: Other subcontractors:Project exclusive equipment purchase: Limit of LiabilityClient agrees to limit Twining's aggregate liability to all entities for alleged or actual errors and omissions in the performance of its professional services under this agreement to $50,000.00or the fees actually paid to Twining, whichever amount is greater. Higher limits may be available by quotation. Additional Insurance CoverageAny requirements for additional insurance policies or coverage beyond our normal policies/limits (e.g. SML coverage) may be provided at an additional fee and will be quoted on a per project requirements basis.Certified PayrollCertified payroll will be provided, upon request, at an additional charge of $150.00/month. Fee applies to every month that certified payroll must be submitted regardless of whether or notservices were provided for any given month.Cost plus 20%Cost plus 20%Cost plus 20%Cost plus 20%Cost plus 20% 5 City Council
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General Conditions, ContinuedFinal Reports Required by JurisdictionIf a final report or affidavit is required, we must first review all inspection and testing reports and clear up any unresolved issues on these reports. These issues will typically require approvalby the engineer or architect of record. This process can take several weeks or just a day, depending on the number and complexity of the issues. Cost for final reports will be billed hourly.Terms of PaymentFees charged are for professional and technical services and are due upon presentation. If not paid within 30 days from date of invoice, they are considered past due and the maximumlegal finance charge will be added to the unpaid balance.In addition, should the client require that invoices be submitted through a web based or electronic system, the client will be responsible for all costs associated with the use of the system.A 3% fee will be applied for payments processed by credit card.All invoice errors or necessary corrections shall be brought to the attention of Twining within 15 days of receipt of invoice. Thereafter, customer acknowledges invoices are correct andvalid. Twining reserves the right to terminate its services to a customer without notice if all invoices are not current. Upon such termination of services, the entire amount accrued for allservices performed shall immediately become due and payable. Customer waives any and all claims against Twining, its subsidiaries, affiliates, servants, and agents for termination ofwork on account of these terms.In the event of any litigation arising from or related to any agreement to provide services whether verbal or written, the prevailing party shall be entitled to recover from the non-prevailingparty all reasonable costs incurred, including staff time, court costs, attorney's fees and all other related expenses in such litigation. Additionally, in the event of a non-adjudicative settlementof litigation between the parties or a resolution of dispute by arbitration, that same process shall determine the prevailing party.Hold SpecimensAll "hold" specimens are charged at the applicable test rate whether tested or not.Specimen Sampling and DisposalTwining samples materials used in construction in accordance with standard practices, methods, codes, and relevant project requirements. Representativeness of sampling andaccuracy of testing are subject to the same probabilistic and precision limitations as governing standards, codes and project technical provisions.Should samples be provided by others Twining cannot warrant or guarantee that material is representative of material that is or will be used in actual construction of the project.Specimens will be discarded after testing unless Twining has been notified prior to testing that the customer wishes to retrieve the specimens or storage arrangements are made. Costsfor storage will be by quotation.Oversize SpecimensAn extra charge will be made when test specimens require more than one person to handle because of size or weight.Elevated Work PlatformsIn the event an elevated work platform is required to safely complete our work, the client must provide safe access for Twining personnel for all required inspection, testing, sampling, etc.including a trained and certified operator or qualified inspector as applicable. Twining will not be responsible for signing waivers associated with providing such access. Should Twining berequired to supply an elevated work platform, we will contract with a qualified vendor and the markups shown above will apply. 6 City Council
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Note: Mark-ups are Not AllowedConsultant Twining= Combined ICR%For Home Office Rate=For Field Office Rate=Fee=10%Actual or Avg. Hourly Rate4Hourly Range -for Classifications OnlyStraight OT(2x) From$238.70 $238.70 Contract Start $93.49Not Applicable$248.25 $248.25 1/1/2027$97.23$258.18 $258.18 1/1/2028$101.12$268.50 $268.50 1/1/2029$105.16$284.84 $284.84 Contract Start $111.56Not Applicable$296.22 $296.22 1/1/2027$116.02$308.07 $308.07 1/1/2028$120.66$212.53 $212.53 Contract Start $83.24Not Applicable$221.03 $221.03 1/1/2027$86.57$229.87 $229.87 1/1/2028$90.03$260.20 $260.20 Contract Start $101.91Not Applicable$270.61 $270.61 1/1/2027$105.99$281.44 $281.44 1/1/2028$110.23$173.52 $241.48 Contract Start $67.96Not Applicable$180.46 $251.14 11/1/2025$70.68$187.69 $261.20 11/1/2026$73.51Adrian MorenoStaff Engineer (Exempt)$212.53 12/31/2026$221.03 12/31/2027 4%$229.87 12/30/2028 4%Group 3Non-Exempt(Prevailing wage)$207.50 12/31/2026$215.80 10/31/2026 4%$224.44 10/31/2027 4%Paul SoltisProject Executive (Exempt)$284.84 12/31/2026$296.22 12/31/2027 4%$308.07 12/30/2028 4%ToOT(1.5x)+ General &Administrative %Amir GhavibazooProject Engineer/Project Manager (Exempt)$248.25 12/31/20274%$258.18 12/30/2028 4%NOTES: 1. Key personnel must be marked with an asterisk (*) and employees that are subject to prevailing wage requirements must be marked with two asterisks (**).All costs must comply with the Federal cost principles. Subconsultants will provide their own cost proposals. 2. The cost proposal format shall not be amended. 3. Billing rate = actual hourly rate * (1+ ICR) * (1+ Fee). Indirect cost rates shall be updated on an annual basis in accordance with the consultants annual accounting period and established by a cognizant agency or accepted by Caltrans. All costs must comply with the Federal cost principles for reimbursement. 4. For named employees and key personnel enter the actual hourly rate. For classifications only, enter the Average Hourly Rate for that classification. 4% COST PROPOSALSPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)For Combined RateName/Job Title/Classification1Hourly Billing Rates2Effective Date of Hourly Rate% or $ IncreaseORBILLING INFORMATION CALCULATION INFORMATION$268.50 12/31/2029$238.70 12/31/2026Contract No. __________132.11%Fringe Benefit % + General &Administrative %Date _05/20/26_________Fringe Benefit % Field Office ICR%Home Office ICR%132.11%132.11%Project No. __________ Contract Amount $ __________Fringe Benefit %+ General &Administrative %Liangcai HeChief Geotechnical Engineer (Exempt)$260.20 12/31/2026$270.61 12/31/2027 4%$281.44 12/30/2028 4% /26

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Consultant Twining, Inc. Project No. Date 08/22/24 Mileage Costs - $0.00 $0.00Equipment Rental and Supplies - $0.00 $0.00Permit Fees - $0.00 $0.00Plan Sheets - $0.00 $0.00Laboratory Testing TBD See ODC Attachment 1TBD Per Future Task OrdersVehicle - $0.00 $0.00$0.00$0.00$0.00$0.00$0.00Note: Add additional pages if necessary.Amir Ghavibazoo1. List other direct cost items with estimated costs. These costs should be competitive in their respective industries and supported with appropriate documentation.2. Proposed ODC items should be consistently billed regardless of client and contract type.Paul Soltis6. Travel related costs should be pre-approved by the contracting agency and shall not exceed current State Department of Personnel Administration rules.7. If mileage is claimed, the rate should be properly supported by the consultant's calculation of their actual costs for company vehicles. In addition, Adrian MorenoStaff Engineer (Exempt)9. The cost proposal format shall not be amended. All costs must comply with the Federal cost principles.10. Add additional pages if necessary.Liangcai HeChief Geotechnical Engineer (Exempt)Group 3Non-Exempt(Prevailing wage)Subconsultant 2:Subconsultant 3:Subconsultant 4:Subconsultant 5:SPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)Contract No. SCHEDULE OF OTHER DIRECT COST ITEMS (Add additional pages as necessary)Subconsultant 1:
08/22/24

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Equipment Usage (Daily Unless Otherwise Noted)Rate Concrete Specimen Preparation RateSkidmore 53.00$ Sawing Of Specimens (Each) 56.00$ Torque Wrench, Small 22.00$ Coring Of Specimens In Lab (Each) 56.00$ Torque Wrench, Large 33.00$ Grinding Of Concrete Below 6000 psi Strength (Each) 101.00$ Torque Multiplier 50.00$ Grinding Of Concrete 6000 psi Strength And Above (Each) 123.00$ Air Meter 38.00$ Unit Weight Bucket 29.00$ Laboratory Trial Batch: Concrete, CementField Concrete Scale 38.00$ And MortarRateSetting time by Vicat Needle (C1856/C191) 250.00$ 2" x 2" x 2" Mold 27.00$ Compression Test 4" x 8" Cylinders Made And Tested In 66.00$ Nuclear Gauge (Per Hour) 14.00$ Laboratory (ASTM C192, C35)Sand Cone Density Test Equipment 62.00$ Compression Test 6" x 12" Cylinders Made And Tested In 76.00$ Pull Test Equipment 77.00$ Laboratory (ASTM C192, C35)Concrete/Asphalt Coring Equipment 749.00$ 6" x 6" x 18" Flexural Beams Made And Tested in Laboratory 156.00$ Floor Flatness (Dipstick) 66.00$ (ASTM C192, C78)Schmidt Hammer 50.00$ Splitting Tensile Strength Cylinders Made And Tested In 156.00$ Vapor Emission Test Kits 60.00$ Laboratory (ASTM C192, C496)Relative Humidity Probe 94.00$ Modulus of Elasticity Test Cylinders Made And Tested In 379.00$ UPV (Ultrasonic Pulse Velocity) Meter 437.00$ Laboratory (ASTM C192, C469)Fireproofing Adhesion/Cohesion (Per Test) 44.00$ Density Of Structural Lightweight Concrete Made In 129.00$ A Scan Ultrasonic Equipment And Consumables 104.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567)Magnetic Particle Equipment And Consumables 55.00$ Bulk Electrical Resistivity (ASTM C1876) 196.00$ Liquid Penetrant Consumables 50.00$ Laboratory Trial Batch (ASTM C192/Lab Procedure Performance) 613.00$ Phased Array Ultrasonic Equipment (Per Hour) 200.00$ Concrete Mixture Design For Preconstruction Evaluation And 360.00$ Ground Penetrating Radar 415.00$ Backup Data DevelopmentImpact Echo 421.00$ Drying Shrinkage Up To 28 Days, Three 3" x 3" Or 4" x 4" Bars, 579.00$ Ultrasonic Tomography 546.00$ Five Readings Up To 28 Dry Days (ASTM C157)Inertial Profiler (Per Hour) Quotation Additional Reading, Per Set Of Three Bars 68.00$ Borescope 328.00$ Storage Over Ninety (90) Days, Per Set Of 56.00$ Infrared Camera 109.00$ Three Bars, Per MonthProject Dedicated Vehicle 197.00$ Setting Time Up To 7 Hours (ASTM C403) 223.00$ Roller Compacted Concrete Vibrating Hammer/Tamping Plate 87.00$ Bleeding (ASTM C232) 201.00$ Half-Cell Potential Equipment Set 421.00$ Concrete Restrained Expansion (ASTM C878) 779.00$ Concrete Electrical Resistivity Meter 197.00$ Mix, Make and Test Mortar or Grout Specimens for Compressive 668.00$ Field Hardness (Steel) 121.00$ Strength: Set of 6 (ASTM C878)Coating Thickness Gauge 173.00$ Non-Shrink Grout: Height Change After Final Set (ASTM C1090) 668.00$ Curing Box (Not Temperature Controlled, One-Time Fee/ 820.00$ Non-Shrink Grout: Height Change At Early Age (ASTM C827) 946.00$ Per Box) Cracking Resistance, Set Of Three Rings, Laboratory Trial 6,899.00$ Temperature Control Curing Box (Per Month) 546.00$ Batching, Test Until Cracking Or Up To 28 Days (ASTM 1581)Temperature Matching Curing Box (Per Month) 623.00$ Evaluation Of Pre-Packaged Masonry Mortars (ASTM C270) 1,447.00$ Creep (ASTM C512) (One Age Of Loading, 12 Months 9,459.00$ Duration Of Testing)Specimen Pick-UpRateLaboratory Development of Strength-Maturity Curve Without 3,561.00$ Soil/Aggregate Sample (Each) 57.00$ Establishing Datum Temperature (Up To 5 Testing Ages, Standard Sample: Concrete Cylinders (Each) 37.00$ ASTM C1074)Standard Sample: Mortar/Grout Cubes And Cores, 37.00$ Laboratory Development Of Strength-Maturity Curve With 5,891.00$ Fireproofing, Rebar, And Epoxy Prisms (Each) Establishing Datum Temperature (Up to 5 Testing Ages, Oversize Sample: Masonry Prisms And Shotcrete Panels (Each) 98.00$ ASTM C1074)Oversize Sample: Flexural Beams (Each) 98.00$ Technician For Specimen Pick-Up Not Listed Above 166.00$ (Per Hour, 2-Hour Minimum)Evaluation of Mixing Water for Concrete RateTechnician For Specimen Pick-Up Before 5:00 a.m. 229.00$ Evaluation of Mixing Water For Concrete Per The Requirements 1,113.00$ Or After 5:00 p.m. Monday Thru Friday, Or All Day Saturday Of ASTM C1602, Table 1 (Physical Properties Of Mortar), Per(Per Hour, 2-Hour Minimum Plus Mileage) SampleEvaluation Of Mixing Water For Concrete Per The Requirements 1,335.00$ Of Caltrans, Section 90, Per SampleJobsite Trailer, Mobile Or On-site LaboratoryRatePortable Or Mobile Laboratory Unit QuotationConcrete - Chemical Analysis, Transport Properties,Jobsite Trailer, Conex, Or Equipment Storage Box QuotationService Life Modeling, Petrographic Examination RateWater Absorption Rate per Set (C1585) 2,100.00$ Acid-Soluble Chloride Analysis (ASTM C1152) 175.00$ Includes Sample Prep)Concrete Tests (Field Made Specimens)RateWater-Soluble Chloride Analysis (ASTM C1218) 175.00$ 6" x 12" Cylinder Compression Strength (ASTM C39) 51.00$ (Includes Sample Prep)4" x 8" Cylinder Compression Strength (ASTM C39) 45.00$ Chloride Diffusion Coefficient Of Cementitious Mixtures By 3,116.00$ Density Of Structural Lightweight Concrete Equilibrium 111.00$ Bulk Diffusion (ASTM C1556)Oven Dry Method (ASTM C567) Bulk Resistivity (ASTM C1876) And Formation Factor 725.00$ Core Compression Including Trimming (ASTM C42) 101.00$ Chloride Binding Isotherm 946.00$ 6" x 6" x 18" Flexural Beams Not Exceeding Referenced 139.00$ Analytical And Experimental (ASTM C1556) Modeling Of Service 9,000.00$ Size (ASTM C78, C293 or CTM 523) Life Of Concrete Per Life-365 Model, Per Mixture DesignSplitting Tensile Strength (ASTM C496) 139.00$ Analytical And Experimental (NordTest) Modeling Of Service 8,902.00$ Modulus Of Elasticity Test (ASTM C469) 362.00$ Life Of Concrete Per FIB Model Code 34, Per Mixture DesignRapid Chloride Permeability Test: Cylinders Or Cores 634.00$ Non-Steady State Chloride Migration Coefficient, NordTest 492 696.00$ (ASTM C1202) Petrographic Examination Of Hardened Concrete, Level I 1,750.00$ Density, Absorption, And Voids In Hardened Concrete 634.00$ (ASTM C856) (Excludes Thin Section), Per Sample(ASTM C642) Petrographic Examination Of Hardened Concrete, Level II 2,250.00$ Flexural Toughness (ASTM C1609, Formerly ASTM C1018) 1,002.00$ (ASTM C856) Includes Thin Section, Per SampleDouble Punch Strength Of Fiber Reinforced Concrete 668.00$ Petrographic Examination Of Hardened Concrete, Level III 3,500.00$ Coefficient Of Thermal Expansion Of Concrete 724.00$ (ASTM C856/C1723) (Thin Section And SEM/EDX), Per Sample(CRD 39, AASHTO T336) Determination (NordTest Build 361) 1,500.00$ Bulk Electrical Resistivity (One Age Of Testing, ASTM C1876) 179.00$ Examination Of Volumetric Proportions Of Hardened Concrete 550.00$ Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete 1,113.00$ (ASTM C457), Per SampleBeam (EN 14651) 3021630217
8024680126
30203302273022920263Code30233TaskCodeTask
30219302323020780121
Task
40012
Code95315953099531295333953489534295339953419535195330Code 80159
95319
400064000980013201009537420103201012010920104201022010795369953709537195373Task Code Task Code95357953649536795349953729533695347953459530695300953039532495307953439535295362953569536820151201572015920160Task3022595322953239531895321 Task CodeCode2020295360Task 800068020480206802088021280224800038012980210802488022280123801938021820203202012020920205202074000520211 30215302233020930230302113023180198801993020530237302342026530201

City Council
14 –
241
7/21/2026

Concrete - Chemical Analysis, Transport Properties, ServiceLife Modeling, Petrographic Examination, Continued Rate Soils And Aggregate Tests, Continued RateAir Void Analysis Of Hardened Concrete (ASTM C457), 800.00$ Chloride And Sulfate Content (CTM 417, CTM 422) 187.00$ Per Sample Clay Lumps And Friable Particles (ASTM C142) 218.00$ Electron Microscopy (ASTM C1723) 1,000.00$ Cleanness Value 1" x #4 (CTM 227) 187.00$ Paste Carbonation Analysis, Per Sample 250.00$ Cleanness Value 1.5" x .75" (CTM 227) 296.00$ Insoluble Residue Analysis (ASTM C1324) Quotation Collapse Potential/Index (ASTM D5333) 241.00$ Alkali-Silica - Damage Rating Index (DRI), Per Sample 1,500.00$ Compressive Strength Of Molded Soil-Cement Cylinders 113.00$ (ASTM D1633)Consolidation Test Full Cycle (ASTM 2435, CTM 219) 213.00$ Qualification Of Cements RateConsolidation Test Time Rate Per Load Increment 49.00$ Heat of Hydration of Cementitious Materials by 750.00$ (ASTM D2435, CTM 219) Isothermal Calorimetry (C1702)Chemical Analysis Of Portland Cement Per Standard 835.00$ Requirements (ASTM C150) Corrosivity Series Sulfate, CI, pH, Resistivity (CTM 643, 263.00$ Physical Testing Of Portland Cement Per Standard 835.00$ 417, and 422)Requirements (ASTM C150) Crushed/Fractured Particles (ASTM D5821, CTM 205) 187.00$ Physical Testing Of Type K Cement, Mortar Expansion 835.00$ Direct Shear Test Remolded And/Or Residual (ASTM D3080) 265.00$ (ASTM C806) Direct Shear Test Undisturbed - Slow [CD] (ASTM D3080) 239.00$ Physical Testing And Chemical Analysis Of Portland Cement 1,558.00$ Direct Shear Test Undisturbed - Fast [CU] (ASTM D3080) 208.00$ Per Standard Requirements (ASTM C150) Durability Index Per Method - A,B,C, or D (ASTM D3744, 229.00$ Partial Analysis Or Specific Physical Tests Quotation CTM 229)Sulfates Resistance Of Hydraulic Cement (ASTM C1012), 3,338.00$ Expansion Index (ASTM D4829, UBC 18-2) 182.00$ 6 Months Fine Aggregate Angularity (ASTM C1252, CTM 234, 208.00$ Sulfates Resistance Of Hydraulic Cement (ASTM C1012), 3,672.00$ AASHTO T304)12 months Flat And Elongated Particle (ASTM D4791) 260.00$ Type 1L Cement (ASTM C595; Excludes Special Properties)1,498.00$ Flat Or Elongated Particle (ASTM D4791) 229.00$ Clinker Microscopy, Per Sample910.00$ Maximum Density Methods A/B/C (ASTM D1557, 203.00$ D698, CTM 216)Physical Testing Of Chemical Admixtures ForMaximum Density Check Point (ASTM D1557, D698) 73.00$ Concrete RateMaximum Density AASHTO C [Modified] (AASHTO T-180) 208.00$ Qualification Of Admixture (ASTM C494) Quotation Maximum Index Density Vibratory Table (ASTM D4253) 369.00$ Moisture Content (ASTM D2216, CTM 226) 31.00$ Moisture and Density Ring Sample (ASTM D2937) 31.00$ Evaluation Of Pozzolans And Slag Cement RateMoisture and Density Shelby Tube Sample (ASTM D2937) 47.00$ Method A Reactivity of SCM by Isothermal Calorimetry 900.00$ (ASTM C 1897)Chemical Analysis Of Fly Ash Per Standard Requirements 835.00$ Moisture-Density Relations Of Soil-Cement Mixtures 296.00$ (ASTM C618) Premixed In The Field (ASTM D558)Physical Testing Of Fly Ash Per Standard Requirements 835.00$ Moisture-Density Relations Of Soil-Cement Mixtures 380.00$ (ASTM C618) Mixed In The Lab (ASTM D558)Partial Analysis Or Specific Physical Tests Quotation pH Of Soils (ASTM D4972) 68.00$ Chemical Analysis And Physical Testing Of Fly Ash Per 1,558.00$ Organic Content Of Soils (ASTM D2974, Method A Only) 94.00$ Standard Requirements (ASTM C1618) Organic Impurities (ASTM C40, CTM 213) 99.00$ Qualification Of Silica Fume Per Standard Requirements 1,558.00$ Permeability (ASTM D5084) Quotation(ASTM C1240) Potential Reactivity Chemical Method (ASTM C289 - 832.00$ Qualification Of Slag Cement Per Standard Requirements 1,558.00$ Discontinued Method)(ASTM C989) Potential Reactivity Mortar Bar Expansion Method, 1,030.00$ Effectiveness Of Pozzolans & Slag Cement In Mitigating 1,558.00$ 14-Day Exposure (ASTM C1260) Expansion Due To ASR (ASTM C441) Potential Reactivity Mortar Bar Expansion Method, 1,144.00$ 28-Day Exposure (ASTM C1260) Potential Reactivity Concrete Bar Expansion Method 3,115.00$ Mass Concrete - Engineering And Testing Services Rate(ASTM C1293), 12 monthThermal Control Plan (Without Cooling Pipes) Per A Unique 9,360.00$ Potential Reactivity Concrete Bar Expansion Method 3,453.00$ Type Of Placement Of Similar Group Of Placements, Each Plan (ASTM C1293), 24 monthThermal Control Plan (With Cooling Pipes), Per A Unique 10,920.00$ Potential Reactivity of Aggregate Combination, Non-Standard 1,222.00$ Type Of Placement Of Similar Group Of Placements, Each Plan Method; 14-Day Exposure, Mortar (After ASTM C1567)Performance Based Maximum Temperature Difference 6,240.00$ Potential Reactivity Of Aggregate Combination, Non-Standard 1,279.00$ Laboratory & Analytical Studies, One Concrete Mixture Design Method; 28-Day Exposure, Mortar (After ASTM C1567)R-Value Soil (ASTM 2844, CTM 301) 472.00$ Rock And Concrete Aggregates - PetrographicR-Value Aggregate Base (ASTM D2844, CTM 301) 525.00$ Examination & Special USACE & CRD Tests RateSand Equivalent (ASTM D2419, CTM 217) 134.00$ Rock Type Description, Per Sample (Rock Core Or Rock 1,000.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202) 97.00$ Chunk) Sieve With Hydrometer 3/4" Gravel To Clay (ASTM D422, 268.00$ Rock Type Description + XRD Including Clay Analysis, 1,500.00$ D7928, CTM 203)Per Sample Sieve With Hydrometer Sand To Clay (ASTM D422, 258.00$ Natural Aggregates - Petrographic Examination (Gravel And 2,750.00$ D7928, CTM 203)Natural Sand Consisting Of Single Rock Type ASTM C295) Sieve Analysis Including Wash (ASTM C136, CTM 202) 160.00$ Each, One Sample Sieve Analysis Without Wash (ASTM C136, CTM 202) 130.00$ Crushed Aggregates - Petrographic Examination (Crushed 2,750.00$ Sieve Analysis Split Sieve (ASTM C136, CTM 202) 260.00$ Rock And Manufactured Sand Consisting Of Single Rock Type Sieve Analysis Without Wash With Cobbles (ASTM C136, 255.00$ ASTM C295), Each, One Sample CTM 202)Coarse Aggregate Certification For Deleterious Materials Per 6,500.00$ Soundness Sodium Or Magnesium Sulfate, 5 Cycles 483.00$ Specifications Of USACE, Materials Coarser Than 0.75-Inch (ASTM C88)Each, One Sample, 200 lb. Specific Gravity And Absorption Coarse (ASTM C127, 109.00$ Coarse Aggregate Certification For Deleterious Materials Per 5,500.00$ CTM 206)Specifications Of USACE, 0.75-Inch And Finer Material, Each, Specific Gravity and Absorption Fine (ASTM C128, 177.00$ One Sample, 25 lb. CTM 207)Fine Aggregate Certification For Deleterious Materials Per 2,750.00$ Swell/Settlement Potential One Dimensional (ASTM D4546) 161.00$ Specifications Of USACE, Each, One Sample Triaxial QuotationAggregate, Scratch Hardness (CRD-C 130), Each, One Sample, 525.00$ Unconfined Compression (ASTM D2166, CTM 221) 204.00$ 25 lb. Unit Weight Per Cubic Foot (ASTM C29, CTM 212) 134.00$ Voids In Aggregate With Known Specific Gravity (ASTM C29, 134.00$ CTM 212)Soils And Aggregate Tests RateLightweight Particles Coarse, with Two Solutions (ASTM C123) 556.00$ Relative Mortar Strength of Concrete Sand (CTM 515) 1,300.00$ Abrasion: LA Rattler (ASTM C131) 214.00$ Lightweight Particles Fine, with One Solution (ASTM C123) 268.00$ Abrasion: LA Rattler (ASTM C535) 226.00$ Method of Test for Relative Mortar Strength of Portland1,456.00$ Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204) 170.00$ Cement Concrete Sand (CT 515)California Bearing Ratio Excluding Maximum Density 622.00$ (ASTM D1883) SoilCalifornia Bearing Ratio Excluding Maximum Density 697.00$ Asphalt Concrete Tests Rate(ASTM D1883) Cement-Treated Soil HMA Mixing And Preparation 146.00$ Cement-Treated Soil/Base Mix Design: Includes Three Trial 3,750.00$ HMA Mixing And Preparation With Aggregate Treatment 204.00$ Cement Contents With Three Unconfined CompressiveStrength Specimens Per Cement Content Task Code
Task CodeTaskCode
3040170394800018025680258703558019680195801068011080100 TaskCodeCode80140802667030470301703038026880143801468027280260CodeTask 8011180149801518019470398 Task Code30508
75031703447034770359Task 8010380238703097031770339
30411703607036730412802763031970369750327036530317703717037370361703637034970392703453050330505 80240
Code80254802528026280263802508014780274Task 8027070328703307034170319703117031370325750043050770331703357033770333703157033630322802288023470393703967032170378 7035170353
80232Task Code3032170305304038010580145
801442080770357703437039970397703407039170342

City Council
14 –
242
7/21/2026

Asphalt Concrete Tests, Continued Rate Concrete Block, ASTM C140 RateBulk Specific Gravity Of Compacted Sample Or Core SSD 80.00$ Compression 106.00$ (ASTM D2726, CTM 308C) Absorption/Moisture Content/Oven Dry Density 106.00$ Bulk Specific Gravity Of Compacted Sample Or Core Paraffin 80.00$ Linear Shrinkage (ASTM C426) 307.00$ Coated (ASTM D1188 and CTM 308A) Web And Face Shell Measurements 61.00$ Emulsion Residue, Evaporation (ASTM D244) 182.00$ Tension Test 196.00$ Extraction % Bitumen (ASTM D6307, CTM 382) 182.00$ Core Compression 101.00$ Extraction % Bitumen And Gradation (ASTM D5444, D6307, 250.00$ Shear Test Of Masonry Cores 2 Faces 123.00$ CTM 202, 382) Efflorescence Tests 95.00$ Extraction % Bitumen, Correction Factor (ASTM D6307, 400.00$ CTM 382)Chemical Extraction % Bitumen And Sieve Analysis 426.00$ Masonry Prisms, ASTM C1314 Rate(ASTM D2172 Method A or B, ASTM D5444) Compression Test, Composite Masonry Prisms Up To 8" x 16" 229.00$ Lab Tested Maximum Density Hveem, 3 Briquettes 244.00$ Compression Test, Composite Masonry Prisms > 8" x 16" 307.00$ (ASTM D1561, D1188, CTM 304, 308) Prism Cord Modulus of Elasticity 724.00$ Hveem Stabilometer Test, Premixed, 3 Briquettes 244.00$ Prism Cord Modulus Of Elasticity With Transverse Strain 790.00$ (ASTM D1560, D1561, CTM 304, 366) (For Double-Wythe Specimen)Lab Tested Maximum Density Marshall, 3 Briquettes 244.00$ (ASTM D6926, D2726)Lab Tested Maximum Density Marshall 6'' Specimen, 244.00$ Mortar And Grout Rate3 Briquettes (ASTM D5581, D2726) Compression 2" x 4" Mortar Cylinders (ASTM C780) 68.00$ Lab Tested Maximum Density Superpave Gyratory Compacted 100.00$ Compression 3" x 3" x 6" Grout Prisms, Includes Trimming 51.00$ Briquette, SSD, 1 Briquette (ASTM D6925, D2726) (ASTM C1019)Lab Tested Maximum Density Superpave Gyratory Compacted 100.00$ Compression 2" Cubes (ASTM C109) 68.00$ Briquette, Paraffin, 1 Briquette (ASTM D1188, D6925) Compression Cores Includes Trimming (ASTM C42) 101.00$ Maximum Theoretical Specific Gravity [RICE] (ASTM D2041, 187.00$ CTM 309)Marshall Stability And Flow, Cored Sample, Each 94.00$ Masonry Specimen Preparation RateASTM D6927) Cutting Of Cubes Or Prisms 84.00$ Marshall Stability And Flow, Premixed, 3 Briquettes 265.00$ (ASTM D6926, D6927)Marshall Stability And Flow, Gyratory Compacted Specimen 265.00$ Fireproofing Tests RatePre-Mixed, 3 Briquettes (ASTM D5581, D6925) Oven Dry Density (ASTM E605) 101.00$ Marshall Stability And Flow 6'' Specimen, Premixed, 265.00$ 3 Briquettes (ASTM D5581)Moisture Content (CTM 370) 94.00$ Gunite And Shotcrete Tests RateWet Track Abrasion Test (ASTM D3910) 192.00$ Core Compression Including Trimming (ASTM C42) 118.00$ Hveem Mix Design (Excluding Aggregate Quality Tests) 6,240.00$ Compression Cubes (Includes Saw Cutting) 84.00$ Hveem Mix Design, With RAP (Excluding Aggregate Quality 6,760.00$ Tests, RAP Qualification)Concrete Roof Fill: Gypsum, Vermiculite, Perlite,Hveem Mix Design, With Lime (Excluding Aggregate Quality 10,400.00$ Lightweight Insulating Concrete, Etc. RateTests) Compression Test (ASTM C495 and C472) 84.00$ Hveem Mix Design Caltrans Untreated Mix (Including 7,280.00$ Air Dry Density (ASTM C472) 73.00$ Aggregate Quality Tests) Oven Dry Density (ASTM C495) 101.00$ Hveem Mix Design Caltrans Lime Treated Mix (Including 8,320.00$ Aggregate Quality Tests)Marshall Mix Design (Excluding Aggregate Quality Tests) 6,240.00$ Reinforcing Steel, ASTM A615, A706 RateMarshall Mix Design With RAP (Excluding Aggregate Quality 6,656.00$ Tensile Test #11 Or Smaller 84.00$ Tests) Bend Test #11 Or Smaller 78.00$ Marshall Mix Design With Lime (Excluding Aggregate Quality 7,280.00$ Bend Test #14 Or #18 445.00$ Tests) Tensile Test #14 334.00$ Open Grade Asphalt Concrete Mix Design (ASTM D7064, 3,640.00$ Tensile Test #18 435.00$ CTM 368)Superpave Mix Design (Excluding Aggregate Quality Tests) 12,480.00$ Superpave Mix Design, With RAP (Excluding Aggregate 13,000.00$ Reinforcing Steel - Welded Or Coupled Specimens RateQuality Tests) Tensile Test Welded/Coupled #11 And Smaller 95.00$ Superpave Mix Design With Rubber (Excluding Aggregate 13,000.00$ Tensile Test Welded/Coupled #14 323.00$ Quality Tests) Tensile Test Welded/Coupled #18 457.00$ Superpave Mix Design With Additives (Excluding Aggregate 13,208.00$ Weld Macroetch 106.00$ Quality Tests) Slippage Test - Caltrans (CTM 670) 245.00$ Effect Of Moisture On Asphalt Paving Mixtures, Pre-Mixed 1,248.00$ Tensile Test Welded Hoops #11 And Smaller 189.00$ (ASTM D4867, AASHTO T283)Hamburg Wheel Track Test, 20,000 Passes, 4 Briquettes 1,352.00$ (AASHTO T324)Metal and Steel TestingRateRaveling Test Of Cold Mixed Emulsified Asphalt (ASTM D7196) 234.00$ Tensile Strength Up To 100K Pounds (Each) 95.00$ Marshall Stability, Wet Set, 3 Replicates (AASHTO T245) 406.00$ Tensile Strength Up To 200K Pounds (Each) 106.00$ Marshall Stability, Dry Set, 3 Replicates (AASHTO T245) 343.00$ Tensile Strength Up To 300K Pounds (Each) 134.00$ Cold Recycled Asphalt Mix Design 2 Gradings Each, 12,064.00$ Tensile Strength Up To 400K Pounds (Each) 196.00$ 3 Emulsion Content (Caltrans LP-8) Tensile Strength 400K To 600K Pounds (Each) 445.00$ Tensile Strength Stress-Strain Percent Offset 279.00$ Weld Macroetch 106.00$ Mortar And Stucco - Petrographic Examination RateWeld Fracture 56.00$ Stucco, One-Coat (ASTM C856), Includes Thin Section), 2,250.00$ Bend Test 89.00$ Per Sample Flattening Test 89.00$ Stucco, Two-Coat (ASTM C856), Includes Thin Section), 2,500.00$ Hardness Test (ASTM E18) 95.00$ Per Sample Bolt Axial Tensile Test (Up To 7/8" Diameter) 78.00$ Stucco, Three-Coat (ASTM C856), Includes Thin Section), 3,000.00$ Bolt Wedge Tensile Test (Up To 7/8" Diameter) 95.00$ Per Sample Bolt Axial Tensile Test (Greater Than 7/8" Up To 1" diameter) 95.00$ Mortar (ASTM C1324, Petrographic Examination And Chemical 3,250.00$ Bolt Wedge Tensile Test (Greater Than 7/8" Up To 1" Diameter) 123.00$ Analysis), Per Sample Bolt Axial Tensile Test (Greater Than 1" Diameter) 146.00$ Bolt Wedge Tensile Test (Greater Than 1" Diameter) 156.00$ Bolt Proof Load Test (Up To 7/8") 106.00$ Brick Masonry Tests, ASTM C67 RateBolt Proof Load Test (Greater Than 7/8" Up To 1" Diameter) 129.00$ Modulus Of Rupture Flexural 123.00$ Bolt Proof Load Test (Greater Than 1") 151.00$ Compression Strength 84.00$ Nut Proof Load Test (Up To 7/8") 84.00$ Absorption 5 Hour or 24 Hour 89.00$ Nut Proof Load Test (Greater Than 7/8" Up To 1" Diameter) 106.00$ Absorption (Boil) 1, 2 Or 5 Hours 123.00$ Nut Proof Load Test (Greater Than 1") 118.00$ Initial Rate Of Absorption 78.00$ Efflorescence 95.00$ Cores Compression 101.00$ Shear Test On Brick Cores 2 Faces 123.00$ 20379
75033
20631
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750507504875057750497505175027Code2032920333
20507CodeTaskCodeTaskCode20155TaskCodeTaskTask 750697511475070 Task20323
75115
2032120327
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20346
7506875067
203312034375028Code
206392063620635205312064020617206032060520532206342063220315TaskCode203012030320305203072030920630206192031120313 750637509375096206152060720361Task 2037120529206332052320641205452061120501205032052520504205052063720638 2033520339750367502475040Code
2054720609Code20601
Task20347Code20357Task Code2035120353203552034175052751132036575042Task75107

City Council
14 –
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Chemical Testing Of Metal And Steel Rate Polymer Matrix Composite Materials (Fiberwrap)RateSteel Chemical Analysis Quotation Tensile Strength Set of 5 Specimens/Batch/Direction 1,558.00$ Weight Of Galvanized Coating (ASTM A90) 101.00$ (ASTM D3039)Epoxy Coating Thickness 111.00$ Tensile Strength Additional Specimens (ASTM D3039) 301.00$ Coating Thickness 106.00$ (ASTM D3039)Heating Chamber Time Per 24 Hr. Period 111.00$ Machining And Preparation Of Tensile And BendSample: Carbon Steel RateMachinist Initial Preparation From Mock-Up, Etc. (Per Hour) 162.00$ Calibration Services And Universal Machine Usage RateSawcut To Overall Width (Per 0.5" Thickness Or Fraction 73.00$ Calibration/Verification Services QuotationThereof) Universal Test Machine Usage (Per Hour) 529.00$ Machine To Test Configuration Milled Specimens 106.00$ Machine To Test Configuration Turned Specimens (Per 0.5" 189.00$ Specialty TestingThickness Or Fraction Thereof) - Cylic And Fatigue Testing Programs On Special Products/PartsPrepare Subsize Specimens (Per 0.5" Thickness Or Fraction 129.00$ - Engineering And Technical Supports/Design Of Prototypes And Special Test Set-UpThereof) - Fastener/Coupling Full Testing Program Per New Regulations: Tension, Tension/Bend, Shear, Double Shear, 8 Compressions- Fiberglass/Composite Materials Field Testing Program (ASTM D1143 D1242, Charpy Impact RateD2584, D4065, D4476, D4923, D7901, D7921, and D732)Charpy Impact Ambient Temperature 118.00$ - Field Testing Of Structures And Structural ElementsCharpy Impact Reduced Temperature 156.00$ - In-Place Shear Testing- Materials And/Or Product Evaluation Per Specifications- Structural Dynamic Testing And Durability AnalysisMachining Of Charpy Samples: Carbon Steel RateCutting And Milling (Per 0.5" Or Fraction Thereof) 106.00$ Final Machining To Sample Configuration 129.00$ Prestressing Wires And Tendons, (ASTM A416)RateStress-Strain Analysis Wire Or Strands (Including Chart And 284.00$ Percent Offset)Tensile Test Only 212.00$ Tendons Quotation207012062120623Task20703Task2080120707Task CodeCode2078020783Code20751Task 20708CodeTask 801768017320705801772075720759Code20755TaskCodeTask20753Code80170 2070620803

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EXHIBIT D

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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.

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:

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

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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.

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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.

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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

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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

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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.

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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]

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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

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EXHIBIT A

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CITY OF SANTA ANA

EXHIBIT 1 SCOPE OF SERVICES

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CITY OF SANTA ANA

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CITY OF SANTA ANA

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CITY OF SANTA ANA

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EXHIBIT B

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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

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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.

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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

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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.

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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.

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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.

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

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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.

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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

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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

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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.

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AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services D. Proposed Work Plan I Page 11

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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

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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.

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EXHIBIT C

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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

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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

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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

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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 $/Unit Unit6x12Cylinder: Compression Strength (ASTM C39) 40.00$ Test6x6x18Flexural 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: Three3x3or4x4Bars, 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, up6diameter 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

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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 $/Unit UnitCompression Test: Composite Masonry Prisms Up To8x16 220.00$ TestCompression Test: Composite Masonry Prisms Larger Than8x16 320.00$ TestMasonry: Cutting of Cubes or Prisms 80.00$ TestItem $/Unit UnitCompression:2x4Mortar Cylinders 50.00$ TestCompression:3x3x6Grout Prisms, Includes Trimming 65.00$ TestCompression:2Cubes (ASTM C109) 65.00$ TestCompression: Cores (ASTM C42) 65.00$ TestMortar Expansion (ASTM C806) 330.00$ TestItem $/Unit UnitOven Dry Density85.00$ TestItem $/Unit UnitCore Compression Including Trimming (ASTM C42) 65.00$ TestCompression6x12Cylinders 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:1x #4 (CTM 227) 205.00$ TestCleanness Value:2.5x1.5or1.5x.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

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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

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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):$Slab on Grade Coring for2,3and4Diameter (first6depth) each 80.00$ TestSlab on Grade Coring for6and8Diameter (first6depth) each 85.00$ TestSlab on Grade Concrete Core (price per inch after6depth) 10.00$ TestWall Cores2,3and4(first6in depth) each 95.00$ TestWall Concrete Core (price per inch after6in 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

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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 $/Unit UnitAlternate Individual Core Prices (all prices are for a four core minimum job):Asphaltic Concrete Cores2,3and4Diameter (First6in depth), each 80.00$ TestAsphaltic Concrete Cores6and8Diameter (First6in depth), each 80.00$ TestAsphaltic Concrete Cores price per inch after6in 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

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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

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ON-CALL CONTRACT

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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

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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-$

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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-$

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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 -$

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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-$

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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-$

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EXHIBIT D

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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 Kleinfelder 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”).

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:

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7. INSURANCE Insurance requirements are attached 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.

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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 CLAUSEa. 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.

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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 CouncilCity of Santa Ana20 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:Dany Hanna, PE, MS, MBAProject Manager/Principal AgentKleinfelder, Inc.24411 Ridge Route Drive, Suite 225 Laguna Hills, CA 92653 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

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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.

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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 PROVISIONS a. 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]

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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

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EXHIBIT A

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CITY OF SANTA ANA

EXHIBIT 1 SCOPE OF SERVICES

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CITY OF SANTA ANA

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CITY OF SANTA ANA

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CITY OF SANTA ANA

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EXHIBIT B

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City of Santa Ana On-Call Materials Testing and Special Inspection Services | RFP No. 26-059A kleinfelder.com
A.Cover LetterCity of Santa Ana – Public Works Agency-22Electronic Submittal via PlanetBids.com Subject: Request for Proposal for On-Call Materials Testing and Special Inspection Services | RFP No. 26-059Apleased to submit our proposal to provide On-Call Materials Testing and Special Inspection Services for the City of Santa Ana (City). Working directly for the City under the current Materials Testing and Special Inspection Services contractcompleted Capital Improvement Programs and construction projects. Our experience will support the Cityand maintenance of projects. relationships witbench of in-ity with innovative solutions to successfully meet the contract requirements within the scheduled time frame and budget.--quality manner. please note the following attributes of our team:1. and -standing familiarity with state and local requirements. 2. Services section of this RFP .We have extensive experience successfully providing comprehensive services on an on-call basis for numerous local among others throughout the Southern California region. Our experience providing on-call services for these entities makes us well suited to execute the requested services for the City. A 20 minutes of dollars in materials testing and special inspection services annually to local public works agencies. A local in-house Materials Testing and Special Inspection Team of 60+ multi--house Materials TTechniciansSpecial Iquick turnaround for short-notice construction schedules and deadlines helping the City avoid delays or claims. Our textensive and current accreditations. Our robust internal Quality Management Program provides the City with a piece of mind that the scope of work and task order deliverables conform to the City’sminimizing unnecessary revisions and saving time and cost.commitments for Kleinfelder. This proposal shall remain valid for a period of 180 days following the submission deadline. Kleinfelder, Inc./ Principal [email protected]

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B.Services Provided-stop-shop” A-E consultant and offers the City comprehensive services from our in-house team to support projects at any stage—from planning and development through project closeout. Our ability to offer these services locally and under one management team, will benefit the City by providing a more efficient and streamlined effort, as well as time and cost savings. Our team’s ability to provide support throughout the lifecycle of your projects will benefit the City by: Providing continuity at every project stageFacilitating more efficient and streamlined communicationEnsuring conformance to plans and specificationsReducing uncertainties during constructionConfirming construction is of a high qualityKleinfelder has carefully reviewed the RFP and Scope of Services-to support this contract in providing materials testing and special inspection services. Using knowledge obtained from working with the City over the past five years on the current contract’ve included our in-house capabilities to provide construction and environmental services to give the City greater flexibility when project needs arise. MATERIALS TESTING & SPECIAL INSPECTION SERVICESWith over 60 in-house multi-certified Southern California Materials Testing Technicians and Special Inspector resourcessource inspection. Our Materials Testing Technicians and Special Inspectors perform the services listed in the table below which also include specialty additional services the City may request throughout the contract lifecycle. Kleinfelder’s local in-house team can perform the complete scope of services listed in the RFP. Kleinfelder’s in-house technicians and inspectors are encouraged to obtain advanced certifications from local and nationally recognized y of )-the State All our Materials Testers and Special Inspectors are experienced and cross-trained in providing field observation and testing services on differing construction applications providing cost savings to the City.Kleinfelder’s Materials Engineers work with design and owner/client professionals to provide technical knowledge and expertise -destructive and destructive testing programs suited to specific needs. By working closely with p-competing elements Kleinfelder’s mtraffic signalsand other public infrastructure. Our team will support the City's Quality Assurance program to determine the suitability of materials used for the construction with field and laboratory testing performed in accordance with the City’s Standards and Procedures using methods. Project examples (detailed in Section E.) includesimilar work for the City and other local public works agencies over the past 20 years.

Our in-house multi-certified staff provide the following benefits to the City:Ability to inspect multiple aspects of a project from start to finish, maintaining continuity, and minimizing disruption throughout construction.Adaptability to handle unexpected changes in scope, which eliminates the need to change or switch out staff.Increased delivery efficiencies and reductions to man-hours needed to complete the required materials testingand special inspections.MATERIALS TESTING & SPECIAL INSPECTION SERVICES CAPABILITIESConstruction Observation & Materials TestingSpecial InspectionsFoundation ExcavationsSubgrade PreparationConcrete Block & Brick MasonryRock Anchor PlacementAsphalt Concrete Testing and EvaluationReinforcement PlacementSteel/Rebar Weld & Splice Testing and InspectionAsphalt/Concrete CoringRoofing/WaterproofingProfilograph and Skid Resistant TestingFormwork ConstructionRock Materials TestingIn-situ Ground Improvement Testing & InspectionCompaction Testing of Aggregate Asphalt ConcreteSource InspectionBackfill PlacementBatch Plant InspectionPortland Cement Concrete Sampling & TestingMasonry ConstructionPavement Testing & InspectionHardness TestingAnchor Bolts & FasteningSteel Construction Grading InspectionSoil ImprovementInspectionLoad TestsUnderpinningAsphalt Concrete Forensic InvestigationEnvironmental Reinforced ConcreteStructural Steel High Strength BoltingStructural Steel WeldingPrestressed/Post-Tension ConcreteFireproofingFirestoppingStructural MasonryNon-Coatings/PaintingSoil NailingPost-Installed AnchorsFibrwrap

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KLEINFELDER’S MATERIALS TESTING AND SPECIAL INSPECTION SERVICES: SPECIAL EXPERTISEKleinfelder’s Project Manager/Principal Agentis an active member of the California Asphalt Pavement Association (CalAPA) and serves on the Greenbook Committee – Asphalt Concrete Task Force. pavement testing and inspection procedures. Mr. Hanna will work closely with our inspection staff to ensure the City gets the added benefit of his expertise on your pavement projects.Many of our field staff possess multiple Caltrans certifications and have performed materials testing services on -depth knowledge of Caltrans policies and Kleinfelder has in-house inspection staff located in Kleinfelder offices within miles of the large structural steel fabricators in the western states. We have the added benefit of using these staff to perform the work for off-site fabrication inspection services in an effort to and avoid travel/lodging expenses resulting in a direct cost savings to the City.

Accredited Laboratories.Kleinfelder maintains three laboratories in Southern California located in Cerritos, Ontario, and San Diego. These laboratories are fully accredited and are fully equipped for testing each type of material referenced in the RFP includingaggregate basePortland cement concrete-variety of additional construction materials. Samples of construction materials will be delivered to our laboratories for testing and analysis by Laboratory Technicians certified for the test methods required. Kleinfelder is committed to providing accurate and reliable laboratory test results through the implementation of our Quality Management Program. est results are subject to a quality review services. Laboratory test reports will be forwarded electronically to the City’s representatives and designated team members within 24 hours of testingresults of testing will indicate whether the material did or did not meet the requirements of the project specifications. The City’s representatives and our Quality Assurance Manager will be notified immediately if a sample fails to meet specifications so that an alternate plan may be implemented.100% of the laboratory testing for the City’s projects will be performed in Kleinfelder’s in-house laboratories. Our laboratories meet the ASTM E-sreporting. Our compliance with ASTM E-national agencies and organizations: LABORATORY ACCREDIDATIONS/CERTIFYING AGENCIESAmerican Association of State Highway and Transportation Officials (AASHTO) American Society for Testing and Materials (ASTM)Caltrans (CTM)Cement & Concrete Reference Laboratory (CCRL)City of Los Angeles Metropolitan Transportation Agency (LA Metro)National Institute of Standards and Technology (NIST)US Army Corps of Engineers (USACE)Kleinfelder Quality . We are extremely acquainted with the implemented City and County Quality Assurance Programsand have successfully adhered to their specified requirements on dozens of local projects. Our KQMP is aligned with the City and County Quality Assurance Programs and is designed to be consistent with the requirements of ANSI/ISO/ASQ Q9001-2008. Our KQMP consists of two parts which include a written overview of Kleinfelder’s quality expectations and the specific endorsed Kleinfelder Quality Procedures (KQPs). This plan will be utilized to verify sampling and testing isperformed correctly and to processes tthe corrective actions taken upon findings. Our KQMP also includes a continuous review and as needed modifications to our processes to stay up to date with industry changes and best practices that can benefit the City and Kleinfelder.CONSTRUCTION MANAGEMENT SERVICESIn support of our materials testing and special inspection services, we are including our construction management capabilities and qualifications to demonstrate our full suite of services available to the City.Kleinfelder’s Construction Management Team is staffed with skilled and experienced and small public works projects throughout Southern California. Our staff successfully administers and inspects all aspects of public works projects including but not limited to: constructability reviews; submittal reviews/responses including for complex items such as falsework and shoring; RFI reviews/responses; surveying; project layout; and inspection of all items including underground utilities and drainution; Cal/OSHA compliance; SWP

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KLEINFELDER’S CONSTRUCTION MANAGEMENT SERVICES: SPECIAL EXPERTISEOur diverse in-house experience in construction engineering and design allows us to provide comprehensive roject closeout.Our team includes access to over 80 experienced and available construction services staff. These individuals can be drawn upon as-needed to provide additional inspection and/or specialty services for the City. -builts; and developing final reports. We take a proactive approach to providing construction management t while maintaining the highest possible quality. traffic safety-between (project examples detailed in Section E.). Working directly with almost every government agency in Southern California as ecord of performance includes successfully delivering over $200M worth of as-needed construction management and inspection services on over 700 task orders for numerous Southern California public works agencies. This extensive experience has proven our ability to manage multidimensional teams, anticipate challenges, coordinate with stakeholders, and develop innovative solutions to promote effective actions. work quality. We teach our team “leadership at every level.”ownership of their jobs and make themselves invaluable to our clients. Our engineers and inspectors will know the contract moving. We will manage the schedule and work closely with the contractor to resolve issues and keep the project on track. This nd repeat business.Kleinfelder’s staff willuality work products are prodinspection for all the work on the project by providing turnkey service to the City. Construction Safety:general public. We work to stay vigilant on and off the jobsite and always keep safety a top priority.This starts with a l -mails containing a safety topic relevant to our work or time Construction Safet CONSTRUCTION MANAGEMENT SERVICES CAPABILITIESTypes of ServicesBy Project PhaseWe have the availability to provide the followingservices under this contract, including but not limited to:Program ManagementProject ManagementConstruction Management/Resident EngineeringWaste/Recycling (Landfills)Utility CoordinationCPM Scheduling/ReviewConstructability ReviewOffice EngineeringClaims ResolutionContract AdministrationCost EstimatingContract Change Orders Labor Compliance Support Public Relations and Community OutreachPre-Construction PhaseConstructability ReviewsReview of Contractor BidsNotice to ProceedPre-construction Project Site SurveyPre-construction MeetingContractor CoordinationConstruction PhaseSafetySurveyingSWPPP ComplianceCPM Schedule ReviewField InspectionCoordinate MeetingsCost Engineering/EstimatingContract Changes/Change OrdersPost Construction PhasePunchlist and Final Walk-through Contract Closeout

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GEOTECHNICAL SERVICESIn support of our materials testing and special inspection services, we are including our geotechnical capabilities and qualifications to demonstrate our full suite of services available to the City.Our local in-house team of 86 Geotechnical will work closely and seamlessly to deliver a successful project. We will work with appropriate stakeholders including Ciand budget expectations. Kleinfelder’s Geotechnical Services Team supported numerous City projects under the current On-Call Materials Testing and Special Inspection contract. ns and -effective recommendations. Our identification of geotechnical design and performance issues is also reliant on the observations of We conduct geologic and geotechnical analyses for resolution of design issues with state-of-the-practice techniques and tools tailored to the needs of the assignment. Kleinfelder’s geotechnical engineering projects range in size and complexity from conventional shallow spread-footing systems for r. Project examples (detailed in Section E.) includesimilar work for the City and other local public works agencies over the past 20 years. have performed recent geotechnical services on projects in and around the City and our local knowledge and experience in areas of complex and hazardous geologic environments will be of added value to the City where slope stability and active earthquake faulting information needed to address the anticipated conditions for the proposed design and/or construction. Our geotechnical expertise is listed in the table below.GEOTECHNICAL SERVICES CAPABILITIESSite Investigation and AnalysisConstruction Monitoring including Pre-Construction Soil Exploration and TestingGeophysical SurveysLife Cycle Cost Analysis & Rehabilitation/Reconstruction Methods for Pavementsoand PavementEmbankment Restoration and ConstructionSettlement Analysis and MitigationLiquefaction Evaluation and MitigationIn-Situ Ground Improvements and Monitoringand Aquifer CharacterizationSlope Grading Excavation and GradingSoil Erosion and Sedimentation ControlInfiltration Testing and Stormwater Capture StudiesLiterature and Aerial Photographic ReviewSubsurface wCPT Seismic and Geologic Hazard EvaluationFault Rupture Hazard Evaluations and StudiesRockfall Hazard Evaluation and MitigationPercolation TestingRecommendations for Septic SystemsObservation and Testing of Fill and Backfill Material for Moisture Content and CompactionRing Infiltrometer TestingGeomorphologyLaboratory Testing of Purposed Fill MaterialGround Improvement Evaluation and MonitoringObservation oBedrock Retaining and Buried StructuresSewerTrenchless Technology Free-Standing and Retained Retaining StructuresTemporary and Permanent Tie-Back WallsMSE WallsShoring and Sheet PilingPipe Jacking and TunnelingCut & Cover ExcavationsFoundation EngineeringShallow FoundationsMats or RaftsSpread or Continuous FootingsPost Tensioned SlabsFoundation Building Settlement Other Engineering GeologyGeologic ReconnaissanceNaturally Occurring Asbestos EvaluationsLandslide InvestigationsWaste/Recycling (Landfills)HydrogeologyRock & Soil Slope Stability EvaluationsRock Engineering & Field MappingGeomechanical Rock Mass ClassificationGeomorphologyGeologic Hazards AssessmentForensic GeologyRock Expert Witness TestimonyEarth Slopes and EmbankmentsNatural Slope Stability (Soil and Rock Slopes)Landslide Investigations and MitigationEmbankment Temporary ExcavationsButtress Reinforced Earth Slopes & Embankments

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KLEINFELDER’S GEOTECHNICAL SERVICES: SPECIAL EXPERTISEOur geotechnical staff has been involved in performing numerous liquefactionity. Our staff is local and can provide emergency response to the City within two hours or less if requested. We have done so on several projects located in around both the City and within the County of Orange. information and recommendations during site selection to help develop feasible design plans. Our experience and solutions-oriented focus allow us tosuccessfully reduce risks associated with site development and restoration.

KLEINFELDER’S ENVIRONMENTAL SERVICES: SPECIAL EXPERTISEProven provider of environmental on-PFAS treatment system design on critical infrastructure projects.

ENVIRONMENTAL SERVICESIn support of our materials testing and special inspection services, we are including our environmental capabilities and qualifications to demonstrate our full suite of services available to the City.Kleinfelder has a distinguished record of delivering -call contracts for municipalities and agencies throughout Southern California. Our firm’s environmental services portfolio regulations. Our firm’s ability to mobilize multidisciplinary teams and resources on short notice has enabled the successful execution of numerous concurrent assignments under on--house professionals regulatory coordination.Kleinfelder’s Environmental Services Team supported numerous City projects under the current On-Call Materials Testing and Special Inspection contract. Orange County and among others. Notable on-call Project examples (detailed in Section E.) includesimilar work for the City and other local public works agencies over the past 20 years.These assignments demonstrate Kleinfelder’s capacity to address complex environmental challenges and deliver high-quality solutions tailored to the unique needs of Orange County agencies and communities.

Related Support ServicesResearch aTechnical Knowledge including StandardsSite Inspection/ReconnaissanceUtilities Coordination and Subsurface ExplorationRight Field Construction MonitoringLaboratory TestingMeetingsEvaluations and Recommendations (Reporting)Geotechnical Specifications/Final ReportingRecommendationsIllustrations/MappingAuthentication ENVIRONMENTAL SERVICES CAPABILITIESTypes of ServicesHazardous Materials Testing and CertificationOngoing Consultation and Regular MonitoringRemediation and Abatement Reports and ComplianceSupportAir Monitoring (IOSoil apor)Soils and AggregatePolychlorinated Biphenyls (PCBs)RadonProject Coordination and PermittingMonitoring Post-RemediationSolid and Hazardous Wastegroundwater) Mercury-Containing MaterialsTesting for all Other Potential Hazards in SAWor Building Structures.

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C. Firm & Team Experiencematerials testing and special inspectionconstruction managementenvironmental firms. track record of providing services on public works-related projects with approximately 90% of our current workload in Southern California being performed directly for public works agencies and owners. Kleinfelder does not work for contractors and/or material suppliers giving the City piece of mind that we are free from any perceived conflicts of interest on your projects. timeliness and efficiency ks design and construction. We specialize in delivering comprehensive services providing quality assurance aggregateand environmental. This team understands what it takes to successfully deliver these important capital improvement projects and the unique issues associated with working within the City. We take a proactive approach to providing expertise combining experience and industry knowledge with an emphasis on problem solving.We are currently providing materials testing and special inspection services for the City and are confident in our ability to continue delivering high quality services on this contract. The map above shows our Southern California operations in and around Orange County and includes seven offices and/ordemonstrating our close proximity tosupport the City of Santa Ana. We are accustomed to serving as an extension of public agency staff and will continue to perform g and special inspection services. three local in-we will mobilize quickly to meet highly technical project requirements and make our resources available on short notice.GENERAL DESCRIPTION OF FIRMCompany-Local: 380+ (Southern CA)Number of employees working directly with City on this agreement111Nearest address serving the City and headquarters addressHeadquarters PROJECT MANAGER / PRINCIPAL AGENT -PRIMARY POINT OF CONTACTM | 909.376.6128 E | [email protected] Professional EngineerExtensive Public Agency Experience25 Years of Contract Management ExperienceManages Multiple On-Call Contracts Organization Chart & Key PersonnelThe organization chart presented on the following page graphically depicts the resources we have selected to serve under the Ci experienceProject Manager/Principal Agentand our designated key personnel are committed to remaining fully available for the contract duration. The resources shown in our organization chart will be made 100 percent available as-needed to support City projects. Should 380+ resources located at no additional cost to the City.

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Brief overviews for key personnel identified on the organization chart with a key symbol are presented below. Following the key personnel bioson page 11 is a matrix highlighting our Materials Testers and Special Inspectors’ qualifications as it aligns with the needs of this contract.All proposed staff selected for this contract are committed in--known ity. following Section E.Each resume complies with the RFP requirements description of roleof similar projects and the assigned function and responsibility related to the proposed work.Dany Hanna, PE, MBA| Project Manager/Principal Agent|Fully Available to Support this ContractMBA, Finance; MS, Civil Engineering (Pavement); BS, Civil Engineering; PE, Civil, CA, No. 7099625 years of experience as Principal-In-Engineer for numerous municipal agency contracts in Southern California. Understands the need for continuous communication with the client to exceed the client’s needs and sense of urgency to provide qualified and committed individuals to successfully complete the work on time and within budget. He will continue to ensure that the Kleinfelder team meets the City’s needs and requirements forthis on-call contract.City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On-Call Testing & Inspection Services-Call Field Materials Testing & Batch Plant Inspection ServicesCounty of Los Angeles: As-City of Ontario: As-City of Long Beach: As-and Materials Testing & Inspection Bryan Reese, CSP| Health & Safety Manager| Fully Available to Support this ContractBS, Biology; Certified Safety Professional (CSP) No. CSP-40075; OSHA: Confined Space Entry; CPR & First-Aid No. 169453591120154; OSHA: 40-Hour HAZWOPER & 30-Hour Construction Safety & Health21 years of experience as a Health and Safety (H&S) Manager supporting environmental and construction -City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On-Testing & Inspection Services-Call Field Materials Testing & Batch Plant Inspection ServicesCounty of Los Angeles: As-City of Ontario: As-City of Long Beach: As- and MaterialsTesting& InspectionMike Dorsch| Quality Assurance Manager|Fully Available to Support this ContractRadiation Safety Officer (RSO) No. 50134; Nuclear Gauge Operator; PMQS Certified19 years of experience providing operational and management support for large-scale construction programs throughout Southern California. Instrumental in writing and implementing quality assurance plans and enforcing quality standards forHe will work closely with the City and Kleinfelder’s Laboratory Managersprofessionals to ensure the quality of all services and deliverables conform tothethe and the City’s expectations.City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On-Testing & Inspection Services-Call Field Materials Testing & Batch Plant Inspection ServicesCounty of Los Angeles: As-City of Ontario: As-City of Long Beach: As-and Materials Testing & Inspection KLEINFELDER’S KEY PERSONNELOur team of key personnel were hand selected based on their extensive years of technical expertise; relevant for the relevant scope of services under this contract.

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Amber Parker| Task Order Manager |Fully Available to Support this ContractPMQS Certified28 years of experience in the construction industry as a a large variety of City and County projects underlocal jurisdictional authoritiesHCAIExperienced with the oversight and management of projects subject to prevailing wageCommunity Workforce Aand Project Labor Agreements. As sheproposal preparationestimationOrange County Public Works: On- Testing & Inspection ServicesCounty of Los Angeles: As-City of Ontario: As-City of Long Beach: As-and Materials Testing & Inspection : As-Needed Construction InspectionSpecial Inspection & Materials Testing ServicesAnouar Kartite, PE| Task OrderManager |Fully Available to Support this ContractMS, Civil Engineering, MS, Business Administration; PE, Civil, CA, No. 7098220 years of experience serving as Task Order Manager for multiple on-testing and special inspection services. He ensures the timely delivery of task order requests throughout His His experience demonstrates his ability to manage concurrent task orders efficiently for public agencies clients across California. City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On- Testing & Inspection ServicesCounty of Los Angeles: As-City of Ontario: As-Matt Burris, PE, QSD| Construction Management Services|Fully Available to Support this ContractBS, Civil Engineering; PE, Civil, CA, No. 93830; Qualified SWPPP Developer in California, No. 28125ACI: Concrete Field-Testing Technician, Grade I No. 02179960; OSHA 30-HR, Caltrans Resident Engineer Academy Certification12 years of experience delivering on-call and task-order construction management services as a Resident h Mr. Burris brings a strong working knowledge of Caltrans and USACE requireeffectively with project owners and stakeholders.Orange County Transportation Authority: Laguna Niguel to San Juan Capistrano Passing Siding-Call Construction Management Services: San Clemente Pavement Rehabilitation -Call Construction Management Services: SR-241 Culvert Improvements, PE, GE| Geotechnical Services|Fully Available to Support this ContractMS, Civil Engineering, BS, Civil Engineering; PE, Civil, CA, No. 70342; GE, CA, No. 294726 years of experience providing geotechnical services on on-call contracts throughout Southern California. He has served as Lead Geotechnical Engineer for more than 100 on-call projects for municipal construction support for a wide range of infrastructure projects delivered under multi-year on-call agreements.City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On- Testing & Inspection ServicesCounty of Los Angeles: As-City of Ontario: As-City of Long Beach: As-and Materials Testing & InspectionCity of Industry: As-Needed Materials Testing and Geotechnical Engineering Services

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Richard Stevenson, CAC, Lead I/A| Environmental Services|Fully Available to Support this ContractBS, Environmental and Earth Science; Lead Inspector/Assessor/Project Environmental Monitor No. LRC-00000991;Certified Asbestos Consultant No. 06-3992; Lead Based Paint Inspector No. LBP-I-I168628-3; Lead Based Paint Inspector No. LRC-0000099227 leadabatement specification and operations and maintenance Stevenson also manages task orders on several on-call contracts as well as stand-alone projects for clients throughout S County of Los Anand the Port of Long Beach. He is regarded as a highly experienced go-to consultant by many public agencies to address complex or rapid response scenarios pertaining to hazardous building materials including asbestos and lead. City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesCounty of Los Angeles: As-City of Long Beach: As-and Materials Testing & InspectionChris Barry| Materials Testing & Special Inspection Services|Fully Available to Support this ContractCertifications: ACI; ICC; Caltrans; Nuclear Gauge; AMPP; TWIC; OSHA-10; Fall Protection; Confined Space8 years of experience providing on-call materials testing and special inspection services for public works and capital improvement programs. He performsreinforced inspectionses with City Is crews to deliver projects in compliance with specifications and industry standards. His background includes successful roles on public and privateprojects throughout Southern California and he has serviced over 50 projects within the City of Santa Ana.City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On- Testing & Inspection ServicesCounty of Los Angeles: As-| Materials Testing & Special Inspection Services|Fully Available to Support this ContractCertifications: ACI; ICC; Caltrans; NICET II; PCI II; RSO; Nuclear Gauge; Fall Protection; Confined Space20 years of experience delivering on-call materials testing and special inspection nuclear gauge compincluding the City of Santa City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On- Testing & Inspection ServicesCity of Long Beach: As-and Materials Testing & InspectionMichaelMagana| Materials Testing & Special Inspection Services|Fully Available to Support this ContractCertifications: ACI; ICC; Caltrans; NICET III; PCI II; RSO; Nuclear Gauge; OSHA-10; Fall Protection; Confined Space28 years of quality assurance experience specializing in materials testing and special inspection services for citcand public works agencies. He provides field and laboratory materials testing of and masonry. His experience includes concrete and asphalt batch plant inspectionand local agency standards.City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On- Testing & Inspection ServicesCity of Ontario: As-Eric Kennedy| Materials Testing & Special Inspection Services|Fully Available to Support this ContractCertifications: ACI; ICC; Nuclear Gauge; County of Los Angeles; Fall Protection; TWIC; FallProtection; Confined Space24 years of experience providing on-call materials testing and special inspection a master special inspector and has served as Lead Inspector on large-fabrication monitoring. City of Santa Ana: On-Call Materials Testing & Special Inspection ServicesOrange County Public Works: On- Testing & Inspection ServicesCounty of Los Angeles: As-

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Presented below is a matrix highlighting our Materials Testers and Special Inspectors’ availability, years of experience, certifications, and specific experience aligned with the scope of services presented in the City’s RFP. Special Inspectors & Materials TestersCERTIFICATIONSEXPERIENCEChris Barry 100%8Eric Kennedy100%23Jeff Diaz100%20Michael Magana100%28Alexis Millan100%15Bryan Dominguez100%5Carl De La Torre100%15Carlo Hanna100%2Casey Bunker 100%5Chris Rice100%6Christopher Bunker100%25Dalton Brandenburg100%12Damani Lowe100%8David Magana100%5Diana Gallo100%8Dominic Montemayor Sr. 100%20Donald Lehr100%10Eddie Jabbour100%12Ethan Rowley100%15Frank Mina100%21Geoffrey Swink100%26Gus Rossow100%7Jacob Paugh100%5James Reeves100%27Javier Santiago100%3Jesse Gastelum100%30Joaquin Moreno100%12John Luis100%4Jonathan Shoulders100%11Jorge Rodriguez100%3Justin Gordon-Niemietz100%5Kevin Widzinski100%8Kim Byrd100%42Marcus Molina100%8Martin Hernandez100%10Mike Carman100%36Mike Dillon100%5Nat Echevarria Gatarz100%7Noah Sabo100%2Omar Molina100%4Oscar Noriega100%26Reese Koltvet100%5Richie Unger100%6Ricky Bunker100%2Ryon Seau100%9Sarah Duarte100%10Sasa Milivojevic100%11Scott Morris100%28Theodore Brown100%3Thomas Rebosky100%30Vartan Deirdeirian100%36William Cruze100%5

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D. PROPOSED WORK PLANThe best way to describe our approach and work plan to managing task orders under this contract is to walk through an example task order and describe the seven steps to our approach (the graphic presented to the left outlines the seven steps). It should be noted that this methodology is scalable and that depending on the specific requirements of each assignment.Step1: Project Kick-Off MeetingWe believe that personal face-to-face contact is important to develop a strong and trusting relationship. Our project team will meet with the City’s representatives to initialize the project requirements. Communication controls and expectations will be clearly outlined for future activities. The primary goal is to have a mutual understanding of the City’s expectations of Kleinfelder’s performance for the required materials testing and special inspection activities. With a clear understanding of the expectations, unanticipated changes or surprises can be dramatically reduced.At thiswe will review the planssand construction schedule; understand the scope of services; and provide options for consideration.Step 2: Identification of Schedule andBudgetconstruction we will prepare aproposed scope of services and cost estimate for the City. The construction schedule and activities will have a large impact on the requirements and duration of our services. It isboth from aagreed-upon schedule and budget to follow andprocess. These elements will help us toprovide the City with progress benchmarks, both from a financial and construction viewpoint.Step 3: Staffing and ResourceManagement PlanOur Project Manager/Principal AgentMr.will work with our Quality Assurance Managerto assign a properly qualified Task Order Manager who will manage the task and work closely the individual that attended the kickoff meeting. Kleinfelder will build each task order team starting with a Task Order Manager knowledgeable with thescope of work and project requirements. Technical specialists and support staff from our internal teamand subconsultants will be involved as necessary to support the scope of work and deliver a quality final56LABORATORY TESTING• User Friendly Reporting• Rapid Turnaround• Immediate Client EngagementPROJECT MANAGEMENT & CONTROLS• Real Time Budget/Scheduling• Look Ahead/Milestones• Peer Review / QA/QC4 7 PROJECT KICK-OFF MEETING• Project Understanding• Define Objectives & Goals• Identify the Project Team• Meet with the Project Team• Develop Communication Plan• Collaborate with PartnersIDENTIFICATIONOFSCHEDULE & BUDGET• Review Plans & Project Schedule• Identify Project Milestones• Cost DevelopmentSTAFFING & RESOURCEMANAGEMENT PLAN• Multidisciplinary Staff• Central Dispatching• Deep Bench with Kleinfelder REPORTING & CLOSEOUT• Post-project Analysis• Lessons Learned• Improve 123TESTING & INSPECTION• Value Added Field Services• Real-time Electronic Reporting• Non-compliance Tracking

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product. We will assign the most qualified and appropriately experienced staff members for each task to ensure quality and efficiency for the project’s duration. We then hold an internal kickoff meeting with designated staff to review project practices. As a part of our resource planning we will develop availability matrix which includes all staff proposed forthis including our subconsultants. This matrix is qualifications of our entire team. This allows us to respond quickly to staffing requests whether planned or at short notice. While 24-hour advance notice is anticipated for dispatching, we can typically cover projects with as few as 4 hours or less. For projects where services are required on a full-time a qualified multi-certified Lead Materials Tester/Special Inspector to reduce the cost associated with the need for more than one Materials Tester/Special Inspector for multiple operations at the site. If the job sequence requires more than one Materials Tester/Special Inspectorsupplemental Materials Testers/Special Inspectors (upon City approval) who will be delegated tasks by our Lead Materials Tester/Special Inspector . Step 4: Materials Testing & Special Inspection Services We understand that the City will need Materials Testers and Special Inspectors assigned to individual projects to support the City’s projects. Based on will select the appropriately qualified and certified Materials Testers/Special Inspectors and submit their resumes and qualifications to the City for approval. These Materials Testers/Special Inspectors will act as an extension of the City’s staff and provide a wide range of duties as requested with their assignment duration varying depending on the nature of the work. City will need Materials Testers/Special Inspectors certified by and AMPP to provide in the fields. All of Kleinfelder’s Materials Testers/Special Inspectors are multi-certified and can provide continuity and efficiency as a project moves from task to task through multiple construction phases and material types. We recognize that the scheduling of our Materials Testers/Special Inspectors will come directly from the City. Once notified of the time and location where our personnel ispatch Team will schedule the appropriate personnel and equipment for assignment within the s notice requirements. Our Materials Testers/Special Inspectors will become sign in and out daily with the City inspection and testing which will clearly document records of time and work performed on forms and documents provided or approved the City. Our Materials Testers/Special Inspectors will review safety protocols and safe work practices for each activity and participate in daily safety tailgate meetings prior to the start of work and come prepared with the correct PPE and equipment calibrated to existing standards with they will contact our based on communication with the City’s onsite representative. our Materials Testers/Special Inspectors are equipped with pdf and our FieldNet reporting software. Kleinfelder utilizes our enables our staff to collect prepare effortlessly upload information to data management and automatically generate reports using tablets in the field. FieldNet quality on projects field and other records will be provided to the City’s onsite representative each day for review and signature and delivered to Kleinfelder’s Task Order Manager on a daily basis. If a City representative is not our Materials Testers/Special Inspectors will contact the City representative and provide the results of testing and time spent onsite. Reports and test results will be transmitted electronically to the City’s staff and designated representatives. The daily reports are reviewed for quality conformance with Kleinfelder’s written guidelines for field documentation. Our Materials Testers/Special Inspectors will maintain a list of non-compliance issues and track resolution of these items. In document and track re-inspection and re-testing so the City may back-charge the contractor for these additional costs, if desired. As part of our Quality Management Program our Project Manager/Principal AgentHealth & Safety MQuality Assurance and/or Task Order Managers may visit the project sites periodically to review the Materials Testers /Special Inspectors files and observe their work and safety practices.

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Step 5: Laboratory TestingSamples of construction materials will be delivered to our local laboratories for testing and analysis by our in-house certified Laboratory Technicians. Our Laboratory Manager reviews the data and distributes a typed report within 24 hours of testing indicating whether the material did or did notmeet the requirements of the project specifications. TheCity and Kleinfelder’s Quality Assurance Manager will be notified immediatelyif a sample fails to meet specifications so that an alternate plan may be implemented.Step 6: Project Management and ControlsThe management of our processes will be a valuable tool forthe City to assess not only the acceptability of theprogress of the project. The key to success on any project begins with a strong Project Manager/Principal Agent who isand practices proactivecommunication strategies. Mr.leadership is focused on a team approach with proactive communication to:1.Provide successful project execution including a detailedrealisticand mutually agreedupon budget2.Strategically coordinate and allocate resources withinKleinfelder3.Ensure project quality at all levels of planningdeliveryand closeout4.Ensure safetyand procedures implemented to monitor these project components: project execution (scopeand budget)and safety.

Kleinfelder maintains a team of internal Project Controllers who actively work on large-scale programs to reduce project owner risk through active real time tracking and reportingregarding these items.Scope and Budget Control:The ability to keep a project within the original scope and budget is a result of defining a complete scope. Identifying a clear purpose and need for the work and the intended outcome is critical to this task. With well-ets will be and scheduling controls will identifywork that could be out of scope or does not contribute to thedesired outcome. These monitoring efforts will control thebudget and eliminate out-of-scope work proceeding withoutproper approvals. Where a change of scope becomes Manager.Quality Management: Kleinfelder implements and maintains a robust Quality Management Program (QMP) and based on the ISO 9001 includes three major stepsandwhich have been written for our role as engineering professionals. No single QMP policy can ensure overall quality; it is the people and culture at Kleinfelder who bring this to the table.Kleinfelder will develop a customized Quality Assurance / Quality Control Plan for each task order executed under this contract.We believe that a written project quality plan is the key ingredient of our QMP and is required Our Quality Assurance Managerwill lead QA/QC adherence to the project and that City requirements have been met. If any errors or omissions e will to mitigate potential production delays and costs.

ClientCoordination
Deliverable Coordination
QA/QC
Safety/LPS
Reporting/ Project Closeout

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Kleinfelder's Commitment to Safety: Kleinfelder employs the LPS® (Loss Prevention System) program in all our work practices.A site-specific Health and Safety Plan will be developed for each City project under this contract enforce safe behavior prior to being inserted into our QA/QC Plan. It is safe to Kleinfelder goes well beyond the thought of working safely by employing the LPS® program in all our work practices. The basis of LPS® is reducing losses (both or behaviors and providingthe means to mitigate them. All our employees are trained to evaluate their work potentialanda safe alternative.meetingstime. Job Loss Assessments (JLAs) are either pulled from our database or written practices. and document safe work procedures. Questionable behaviors are reviewed and discussed to identify the root causes and find appropriate solutions. These observations are logged in a database and analyzed to evaluate which practices are effectivein reducing unsafe behaviors. Losses andcommunicated to reduce the potential for reoccurrence. Kleinfelder is proud to have integrated the LPS system into our culture and we believe it sets our firm apart from our competitors by taking a more focused and proactive approach to safe work practices and empowering each employee to make safer choices.Kleinfelder willthe Kleinfelder’sInjury and Illness Prevention Program and Code of Safe Practices. Mr. Reese will be made available to abate identified potentialsafety hazards and shall have the authority and responsibility to shut down Kleinfelder’sif necessary. We have reviewed the RFP in detail and are committed to adhering to all the requirements presented in Section J – Safety Program Requirements and Section K – Other Safety Requirements.work at elevated levels or enter confined spacese have in-house experience and will provide trained and certified staff to perform this work on all City projects.Step 7: Reporting and Project CloseoutWe will provide the City’s onsite representative and other designated team members with a copy of allincluding:•reports (within 24 hours)•test results performed in the(within 24 hours of testing)•Project memos orrequests (as needed)•Budget status reports (weekly or monthly)•Invoices (monthly – along with backup in a formatby the City)•Any unusual or unanticipated activity or observations (as observed)•Project close-out report / letter certifying the project (completion of the project)Laboratory test reports will be forwarded electronically to the City’s representative and designated team members within 24 hours of testing. Failed test results will be reported immediately to the attention of the City’s representativeard copiescan be provided upon request. A final report will be prepared and submitted within five working days from completion of each projectdetailing our observations and testing performed in the field andand providing conclusions forsuitability and recommendations. Kleinfelder can also provide document control personnel for the project site to trackinspection and testingalong with other project items related to the construction services.

Our Health & Safety Manager andare knowledgeable of federal, state, local, and the City’s safety guidelines, and are focused on minimizing therisks associated with construction projects Our multi- Materials Testers and Special Inspectors provide cost savings for the City resources enables us to be highly responsive to project needs and meet short-notice construction schedules/ deadlines helping the City avoid delays or claims multiple aspects of a project maintain continuity through the construction process helpingthe City demonstrate consistency in testing & inspection

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On-Call Contracts - Potential Challenges & Kleinfelder’s Solutions Kleinfelder has performed services on hundreds of on-call materials testing and special inspection contracts similar to the City’s contract over the past 60+ years. We have developed a deep understanding of the potential issues that may arise related to our scope of service, and we have the in-house expertise to provide sound solutions to address these issues. The table below identifies some potential issues we may encounter on this contract along with our purposed solutions to remedy these situations. POTENTIAL CHALLENGES KLEINFELDER'S SOLUTION Monitoring Task Order Budgets and Tracking Expenses in Real Time We use our live accounting system (Deltek) that provides real-time task order and overall budget tracking. We check weekly burn rates to help us forecast budgets and will work closely with the City’s staff to understand the anticipated workload so we can accurately project task order burn rates looking forward. We will include these forecasted costs in our weekly progress reports so that we can monitor task order burn rates and reflect anticipated changes in workload. Emergency Requests and 24/7/365 Availability Due to the nature of the work, we expect last-minute service requests. Kleinfelder’s team has the resources to respond quickly—within 4 hours or less. Our local team is fully equipped to handle the City’s as-needed emergency response, night work, stand-by, holiday, and weekend requests. We have a dedicated, full-time centralized dispatch department familiar with the certification and inspection requirements for the City’s projects. Additionally, we will use a Resource Planning Matrix, updated weekly, to track our team’s experience, qualifications, certifications, and availability to efficiently meet the City’s staffing needs. Maintaining Consistent Quality of Deliverables Across Each Task Order Assigned We will prepare a customized Quality Assurance/Quality Control Plan specifically tailored to each task order to provide the City with a piece of mind that the scope of work and task order deliverables conform to contract requirements, standards of practice, and the City’s expectations, minimizing unnecessary revisions and saving time and cost. Kleinfelder follows a well-established in-house review process utilized for all technical reports, design drawings, specifications, and project documents. Ensuring the Timeliness of Test Results and Deliverables Our team assigned to the project will start by clearly defining the expected turnaround time for test results and deliverables. We have established a standardized process for documenting and delivering test results. This includes specifying the required format, ensuring accuracy and completeness of the results, and providing necessary supporting documentation, including materials test reports, daily diaries, laboratory reports, special analysis reports, photos or other contract compliance documentation. Our well-organized and streamlined documentation process reduces the chances of delays caused by errors or missing information. Conflict of Interest We don’t foresee having any conflict of interest on this contract as over 90% of Kleinfelder’s current workload in Southern California is performed directly for Public Works agencies and owners. Kleinfelder does not work for contractors and/or material suppliers, giving the City assurance that we are free from any perceived conflicts. Maintaining Continuity of Staff to Service the City’s Projects We intend to utilize all staff proposed in our SOQ for this contract, many of which are currently supporting City projects under the current ongoing materials testing and special inspection contract. This will ensure a seamless transition, and our staff will require no learning curve and ramp up time to service upcoming City projects. Contractor’s Disputing Acceptance Results. {Contractor’s Quality Control (QC) Tests Results Pass and Kleinfelder’s Quality Assurance (QA) Test Results Fail} Kleinfelder has the in-house expertise to deal with this situation. Anytime there is a dispute between QC and QA test results there are several things that need to be checked and confirmed. Initially we would request calibration records of equipment for both labs to verify calibrated equipment was used, verify the accreditation of both labs along with certifications of both testers, check to see if it was a split sample, verify the calculations of both tests from the data sheets for all tests, and verify all equipment is working properly. Once all these items have been checked and both parties appear to have accurate information, we would work with the City to initiate dispute resolution testing. Kleinfelder has performed dispute resolution oversight in the past and understands this procedure. Working Under a Community Workforce Agreement (CWA)Kleinfelder is currently working under multiple CWA and PLA contracts throughout Southern California, including at the City of Santa Ana, City of Long Beach, and the County of Los Angeles. We understand the CWA process including faxing the Letter of Assent, Core Worker List, and Craft Request forms to the Union. Once we get the Union’s approval, we call in a dispatch order to have the employee pick up a dispatch slip and pay the Union dues and registration fee. We will report the monthly hours to the Operating Engineering Trust Fund (OETF) and make the required payment based on the number of hours worked. We submit bi-weekly CPR to the Labor Compliance Company. We might provide payroll statements if requested, and we submit the cancelled check for the OETF payment with the remittance confirmation to the labor compliance company. Additionally, we have added a materials testing and special inspection subconsultant (The Quality Firm) which is signatory to the Union to help meet the CWA requirements on this contract.

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EXHIBIT C

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DBE Certification No.: 47090SBE Certification No.: 2013113DIR 1000546459PERSONNEL RATES EXPLORATORY AND FIELD TESTING EQUIPMENTProfessional and Office StaffTask CodeStaff Type Cost RateTask CodeDescription Cost Rate1160 Geotechnical Engineer $250.00 /hour 6010 Mobile Laboratory $200.00 /day1101 Project Engineer $200.00 /hour 6017 Diamond Bit Core Rig and Generator $300.00 /day1200 Project Manager $195.00 /hour 6018 Nuclear Density Test Gage $50.00 /day2801 Quality Control Manager $200.00 /hour 6020 Ultrasonic Test Unit and Consumables $50.00 /day1401 Qualified SWPPP Developer $185.00 /hour 6021 Magnetic Particle Test Unit $50.00 /day1402 Qualified SWPPP Practitioner $175.00 /hour 6023 Schmidt Hammer $50.00 /day1102 Staff Engineer $175.00 /hour 6024 Torque Wrench $50.00 /day2990 Field Supervisor $195.00 /hour 6029 ASTM C1028 Coefficient of Friction $400.00 /day1230 Drafting $140.00 /hour 6051 Company Vehicle (If required) $1,200.00 /month1000 Administrative $85.00 /hourInspectors and Technicians Task CodeStaff Type Cost Rate2104 Quality Control Technician $190.00 /hour2002 ACI Concrete Technician $190.00 /hour2001 Soils Engineering Technician $190.00 /hour2910 Laboratory Technician $190.00 /hour2102 Public Works Technician $190.00 /hour2101 Public Works Inspector $190.00 /hour2106 Roadway Inspector $190.00 /hour2005 Structural Steel Inspector $190.00 /hour2601/02 Coring Technician $190.00 /hour2003 Pull | Torque Testing Technician $190.00 /hour2023 Special Inspector (ICC) $190.00 /hour2112 LA City Deputy Inspector $195.00 /hour2110 NACE Inspector $220.00 /hour2301 AWS Certified Welding Inspector Field $190.00 /hour2302 AWS Certified Welding Inspector Shop $185.00 /hour2303 Non-Destructive Testing ASNT Level II $200.00 /hour2304 Non-Destructive Testing ASNT Level III $250.00 /hour2703 UGL - Concrete Scanning $250.00 /hour2705 CCTV/Utility Locating Technician $250.00 /hour2305 Radiographic Testing Crew $450.00 /hour2109 Building Inspector $195.00 /hour2024 Firestop Inspector $210.00 /hour2572 Med Gas Inspection $210.00 /hour2805 Mitigation Monitor $200.00 /hour2810 SWPPP Inspector $200.00 /hour2900 Pick-up and Delivery of Test Specimens $150.00 /hour lly Funded Schedule of Fees
1 of

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LABORATORY TESTSAsphalt Tests Aggregate TestsTask CodeDescription Cost RateTask CodeDescription Cost Rate3201 ASTM D2726 Core Density (SSD) $55.00 /each3101 ASTM C131 Abrasion, Los Angeles Rattler $330.00 /each 3202 ASTM D1188 Core Density Parafilm Coated $55.00 /each3102 ASTM C40 Organic Impurities in Fine Agg $155.00 /each 3203 ASTM D6926 Lab Max Density Marshall Mthd $325.00 /each3110 ASTM D4791 Flat & Elongated Particles $375.00 /each 3204 ASTM D6927 Marshall Stability and Flow $400.00 /each3111 ASTM D5821 Percent Fractured Particles $175.00 /each 3205 ASTM D1561 LTMD Kneading Compactor $325.00 /each3112 ASTM C123 Percent Lightweight Particles $250.00 /each 3207 ASTM D1560 Hveem Stability $295.00 /each3106 ASTM C566 Moisture Content by Drying $45.00 /each 3206 ASTM D1560 Hveem Stability and Density $360.00 /each3105 ASTM C1252 Angularity and Voids in Fine Ag$225.00 /each 3208 ASTM D2041 Maximum Theoretical Density $295.00 /each3107 ASTM C117 Materials Finer than No. 200 $150.00 /each 3211 ASTM D6307 Asphalt Content by Ignition $295.00 /each3109 ASTM C289 Potential Alkali Silica Reaction $550.00 /each 3210 ASTM D6307 Ignition Oven Calibration $375.00 /each3619 ASTM D2419 Sand Equivalent Value $175.00 /each 3212 ASTM D2172 Asphalt Content by Solvents $375.00 /each3114 ASTM C136 Sieve Analysis-Combined Sampl $225.00 /each 3213 ASTM D4125 Asphalt Content, Nuclear Gauge$325.00 /each3115 ASTM C136 Sieve Analysis-Fine Aggregate $195.00 /each 3214 ASTM D5444 Gradation of Extracted Agg $295.00 /each3116 ASTM C136 Sieve Analysis-Coarse Aggregate$195.00 /each 3220 ASTM D244 Emulsion Residue, Evaporation $255.00 /each3113 ASTM C88 Soundness by Sodium Sulfate $440.00 /each 3221 ASTM D244 Emulsion Sieve Analysis $150.00 /each3103 ASTM C127 Specific Gravity of Coarse Agg $195.00 /each 3222 ASTM D3910 Wet Tract Abrasion $150.00 /each3104 ASTM C128 Specific Gravity of Fine Agg $195.00 /each 3224 AASHTO T324 Hamburg Wheel Tracking Test$1,500.00/each3117 ASTM C142 Clay and Friable Particles $250.00 /each 3225 AASHTO T283 Tensile Strength Ratio$1,600.00/each3105 AASHTO T304 Angularity and Voids, Fine Ag$200.00 /each 3202 AASHTO T275 Core Density Paraffin Coated $75.00 /each3104 AASHTO T84 Specific Gravity, Fine Agg $195.00 /each 3227 AASHTO T312/T275 LTMD Gyratory Compacto$475.00 /each3103 AASHTO T85 Specific Gravity, Coarse Agg $195.00 /each 3211 AASHTO T308 Asphalt Content by Ignition $295.00 /each3101 AASHTO T96 Abrasion, Los Angeles Rattler $350.00 /each 3210 AASHTO T308A Ignition Oven Calibration $500.00 /each3114 AASHTO T27 Sieve Analysis, Combined Agg $200.00 /each 3208 AASHTO T209 Theoretical Maximum Density $295.00 /each3115 AASHTO T27 Sieve Analysis, Fine Agg $195.00 /eachMasonry Tests3116 AASHTO T27 Sieve Analysis, Coarse Agg $195.00 /eachTask CodeDescription Cost Rate3619 AASHTO T176 Sand Equivalent $175.00 /each 3401 ASTM C140 Block Compressive Strength $85.00 /set3111 AASHTO T335 Crushed Particles $195.00 /each 3402 ASTM C140 Block Moisture & Absorption $85.00 /setConcrete Tests3403 ASTM C426 Block Linear Shrinkage $345.00 /setTask CodeDescription Cost Rate3404 ASTM C140 Block Unit Wt & Dimensions $255.00 /set6003 Mix Design Review Calculations Only $330.00 /each 3405 ASTM C90 Masonry Block Conformance$605.00 /set3302 ASTM C39 Concrete Cylinder Cured or Teste$50.00 /each 3406 ASTM C67 Brick Compressive Strength $95.00 /set3304 ASTM C39 Cylinder Tested out of Sequence $60.00 /each 3407 ASTM C67 Brick Moisture & Absorption $85.00 /set3303 ASTM C39 Compressive Strength - Core $75.00 /each 3408 ASTM C67 Brick 5 Hour Boil $105.00 /each3305 ASTM C495 Lightweight Concrete Strength $100.00 /each 3409 ASTM C67 Brick Modulus of Rupture $105.00 /each3306 ASTM C78 Flexural Strength - Beam $95.00 /each 3410 ASTM C780 Mortar Cylinder Compression $45.00 /each3311 ASTM C157 Linear Shrinkage (Set of 3) $550.00 /each 3411 ASTM C1019 Grout Prism Compression $45.00 /each3309 ASTM C138 Unit Weight of Concrete $65.00 /each 3412 ASTM C1314 Masonry Core Cmp Str 8"max $85.00 /each3310 ASTM C469 Concrete Modulus of Elasticity $195.00 /each 3413 ASTM C1314 Masonry Core Shear 8"max $95.00 /each3313 ASTM C495 Oven Dry Density Light Wt Conc$195.00 /each 3415 ASTM E519 Assemblage Comp Str 8" Block $105.00 /each3312 ASTM C496 Splitting Tensile Strength $150.00 /each 3416 ASTM E519 Assemblage Comp Str 12" Block $135.00 /each3308 ASTM C1140 Shotcrete Panel Test $350.00 /each 3417 ASTM E519 Assemblage Comp Str 16" Block $155.00 /each3322 AASHTO T336 Coeff of Thermal Expansion$1,200.00/each 3419 ASTM C109 Compression Test 2" Cube $55.00 /each3317ASTM C567 Density of Structural LW Concre$120.00 /each3307ASTM D4832 Compressive Strength CLSM$100.00 /each of

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LABORATORY TESTSSoils TestsCaltrans TestsTask CodeDescription Cost RateTask CodeDescription Cost Rate3601 ASTM D4318 Plasticity Index of Soils $275.00 /each3114 CT 202 Sieve Analysis-Combined Sample $225.00 /each 3602 ASTM D1883 CA Bearing Ratio of Soils $500.00 /each3115 CT 202 Sieve Analysis-Fine Aggregate $195.00 /each 3603 ASTM D2435 Consolidation $275.00 /each3116 CT 202 Sieve Analysis-Coarse Aggregate $195.00 /each 3604 ASTM D2435 Consolidation, with Time Rate $350.00 /each3601 CT 204 Plasticity Index Atterberg $275.00 /each 3605 ASTM D3080 Direct Shear, Consol & Drained $375.00 /each3155 CT 205 Percentage Crushed Particles $175.00 /each 3606 ASTM D4829 Expansion Index of Soils $250.00 /each3103 CT 206 Specific Gravity of Coarse Aggregate $140.00 /each 3607 ASTM D2166 Unconfined Comp Strength $295.00 /each3104 CT 207 Specific Gravity of Fine Aggregate $195.00 /each 3620 ASTM D2434 Const Head Permeability Test $385.00 /each3158 CT 208 Apparent Specific Gravity of Fines $250.00 /each 3608 ASTM D5333 Hydro-Collapse Potential $225.00 /each3625 CT 209 Specific Gravity of Soils $250.00 /each 3609 ASTM D2050 Tri-Axial Shear Strength $385.00 /each3101 CT 211 Abrasion by Los Angeles Rattler $350.00 /each 3624 ASTM D422 Hydrometer Analysis $295.00 /each3102 CT 213 Organic Impurities in Sand $175.00 /each 3625 ASTM D854 Specific Gravity of Soils $250.00 /each3113 CT 214 Soundness by Sodium Sulfate $450.00 /each 3626 ASTM D4546 Swell Potential $225.00 /each3653 CT 216 California Impact Max Density $275.00 /each 3627 ASTM D4943 Shrinkage Factor by Resin $250.00 /each3654 CT 216 CA Impact Max Dens - Rock Correctio$65.00 /each 3630 ASTM D559 Soil Cement Sample Preparation $175.00 /each3619 CT 217 Sand Equivalent Value $175.00 /each 3631 ASTM D558 Soil Cement Maximum Density $350.00 /each3106 CT 226 Moisture Content by Oven Drying $45.00 /each 3632 ASTM D1633 Compression Test Soil Cement $95.00 /each3162 CT 227 Cleanness Value $250.00 /each 3610 ASTM D2937 In-Place Density, Drive Cylinder $75.00 /each3159 CT 229 Durability Index $375.00 /each 3611 ASTM D2216 Soil Moisture Content by Mass $45.00 /each3160 CT 234 Angularity & Voids Fine Aggregate $275.00 /each 3612 ASTM D698 Maximum Density Std Effort $275.00 /each3154 CT 235 Flat and Elongated Particles $375.00 /each 3613 ASTM D1557 Max Density Optimum Moist $275.00 /each3617 CT 301 Resistance R-Value Stabilometer $450.00 /each 3615 ASTM D2974 Moisture, Ash, Organic Matter $125.00 /each3265 CT 302 Film Stripping $275.00 /each 3616 ASTM D4972 pH of Soils $175.00 /each3253 CT 303 Approximate Bitumen Ratio $275.00 /each 3617 ASTM D2844 R-Value & Expansion Pressures $450.00 /each3254 CT 304/308 LTMD Kneading Compactor $360.00 /each 3619 ASTM D2419 Sand Equivalent $175.00 /each3255 CT 305 Swell of Bituminous Mixtures $385.00 /each 3622 ASTM D422 Sieve Analysis of Soils $225.00 /each3202 CT 308 (A) Core Density Paraffin Coated $75.00 /each 3623 ASTM D1140 Materials Finer than #200 $175.00 /each3201 CT 308 (C) Core Density SSD $75.00 /each 3625 AASHTO T100 Specific Gravity of Soils $250.00 /each3257 CT 308, CT 366 Stability & Density $395.00 /each3208 CT 309 Maximum Theoretical Density $295.00 /each3256 CT 366 Stabilometer Value $325.00 /each3260 CT 370 Moisture Content by Microwave $85.00 /each3264 CT 371 Tensile Strength Ratio$1,600.00/each3213 CT 379 Asphalt content Nuclear Gauge $275.00 /each3262 CT 382 Asphalt Content, Correction Factor $500.00 /each3211 CT 382 Asphalt Content by Ignition Oven $295.00 /each3656 CT 417 Soluble Sulfates $125.00 /each3657 CT 422 Chloride Content $150.00 /each3451 CT 515 Relative Mortar Strength, PCC Sand $660.00 /each3302 CT 521 Concrete Compressive Strength $45.00 /each3352 CT 523 Conc Flexural Strength - Beam $95.00 /each3353 CT 531 Length of Drilled Concrete Cores $50.00 /each3355 CT 534 Water Retention, Liq Curing Cmpnd $470.00 /each3354 CT 550 Surface Abrasion of Concrete $440.00 /each3658 CT 643 Resistivity and pH $175.00 /each of

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LABORATORY TESTSPrestressing WiresReinforcing Steel BarsTask CodeDescription Cost RateTask CodeDescription Cost Rate3534 ASTM A416 Stress-Strain Analysis $195.00 /each3501 ASTM A370 Rebar Tension up to #8 $45.00 /each 3535 ASTM A416 Tensile Test Only $140.00 /each3502 ASTM A370 Rebar Tension #9 to #11 $55.00 /eachStructural Steel Tests3503 ASTM A370 Rebar Tension #14 $90.00 /eachTask CodeDescription Cost Rate3504 ASTM A370 Rebar Tension #18 $135.00 /each 3536 ASTM A370 Tensile Up to 100K lbs (Each) $55.00 /each3505 ASTM E290 Bend Test Rebar up to #8 $35.00 /each 3537 ASTM A370 Tensile Up to 200K lbs (Each) $65.00 /each3506 ASTM E290 Bend Test Rebar #9 to #11 $45.00 /each 3538 ASTM A370 Tensile Up to 300K lbs (Each) $75.00 /each3507 ASTM E290 Bend Test Rebar #14 $90.00 /each 3539 ASTM A370 Tensile Up to 400K lbs (Each) $125.00 /each3508 ASTM E290 Bend Test Rebar # 18 $135.00 /each 3540 ASTM A370 Tensile Up to 500K lbs (Each) $330.00 /eachMechanical Splices of Reinforcing Steel 3541 ASTM A370 Tensile Stress-Strain Pct Offset $150.00 /eachTask CodeDescription Cost Rate3838 AWS Weld: Macrotech $85.00 /each3509 CT670 Tensile Strength up to #8 $55.00 /each 3839 AWS Weld: Fracture $55.00 /each3510 CT670Tensile Strength #8 - #11 $85.00 /each 3840 AWS Bend Test $55.00 /each3511 CT670Tensile Strength #14 $110.00 /each 3841 ASTM A370 Rockwell Hardness (Each) $85.00 /each3512 CT670Tensile Strength #18 $150.00 /each 3842 Steel Chemical Analysis $150.00 /each3513 CT 52-1-08C Slip Test $150.00 /each 3854 Welding Procedure Review $550.00 /eachOperator Qualifications Reinforcing Steel Bar Splicing High Strength Bolts Task CodeDescription Cost RateTask CodeDescription Cost Rate3514 CT670 Op Qual Ult Butt Splice to #8 $385.00 /each 3843 ASTM F606 Bolt Axial Tensile to 7/8 $45.00 /each3515 CT670 Op Qual Ult Butt Splice #9 - #11 $440.00 /each 3844 ASTM F606 Bolt Wedge Tensile to 7/8 $65.00 /each3516 CT670 Op Qual Ult Butt Splice #14$660.00 /each 3845 ASTM F606 Bolt: Axial 7/8 - 1 1/2$70.00 /each3517 CT670 Op Qual Ult Butt Splice #18 $935.00 /each 3846 ASTM F606 Bolt Wedge Tensile 7/8 to 1 1/2 $85.00 /each3518 CT670 Op Qual Service Splice to #8 $330.00 /each 3847 ASTM F606 Bolt: Proof Load Test up to 7/8 $75.00 /each3519 CT670 Op Qual Service Splice #9 - #11 $385.00 /each 3848 ASTM F606 Bolt: Proof Load Test up to 1 1/2 $95.00 /each3520 CT670 Op Qual Service Splice #14$495.00 /each 3849 ASTM F606 Nut: Proof Load Test up to 7/8 $50.00 /each3521 CT670 Op Qual Service Splice #18 $660.00 /each 3850 ASTM F606 Nut: Proof Load Test up to 1 1/2 $75.00 /eachProduction Lot Reinforcing Steel Bar Splicing Spray Applied Fire Proofing Tests Task CodeDescription Cost RateTask CodeDescription Cost Rate3522 CT670 Production Lot up to #8 (Service) $275.00 /lot 3555 ASTM E605 Spray Applied Fireproofing Den $105.00 /each3523 CT670 Production Lot #9 to #11 (Service) $330.00 /lotResistance Butt Welded Hoops3524 CT670 Production Lot #14 (Service) $440.00 /lotTask CodeDescription Cost Rate3525 CT670 Production Lot #18 (Service) $600.00 /lot 3561 CT670 Production Lot Welded Hoops $250.00 /lot3526 CT670 Production Lot up to #8 (Ultimate) $330.00 /lotHeaded Reinforcing Steel Bars3527 CT670 Production Lot #9 to #11 (Ultimate) $385.00 /lotTask CodeDescription Cost Rate3528 CT670 Production Lot #14 (Ultimate) $605.00 /lot 3530 ASTM A370 Headed Bar Tensile up to #8 $290.00 /lot3529 CT670 Production Lot #18 (Ultimate) $825.00 /lot 3531 ASTM A370 Headed Bar Tensile #9 to #11 $320.00 /lot3532 ASTM A370 Headed Bar Tensile #14 $420.00 /lot3533 ASTM A370 Headed Bar Tensile #18 $550.00 /lot of

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General Charges TQF requires twenty-four (24) hour prior nocaon for scheduling inspectors and/or technicians. Inspecon charges start at the scheduled show up me at the job site. All inspecon hours will be billed in the following increments:There will be a minimum two (2) hour charge for any TQF employee presence on site. Any me less than four (4) hours of work will be billed as four (4) hours (Half Shi).Four (4) to eight (8) hours will be billed as eight (8) hours (Regular Full Shi). When personnel are required to work in excess of 5 hours without an uninterrupted meal period of 30 minutes, due to project constraints, ½ hour will be charged at double time rates in addition to any applicable hours worked. Rates are valid through June 30, 2026. Rates for personnel will increase by 5% per year on July 1st of each subsequent year. Outside services will be billed at cost plus 25% unless billed directly to and paid for by Client. Requests made by client for management aendance at meengs at the project site will be charged at standard rate.Overtime Charges Work performed in excess of 8 hours per day and/or up to eight (8) hours on Saturdays will be billed at 1.45 mes the unit rate. Work performed on Sunday, recognized holidays, or in excess of eight (8) hours on Saturdays will be billed at 1.8 mes the unit rate. A $500 lab opening fee and 100% surcharge will be applied for laboratory tests performed on a Saturday or Sunday. Rush samples will be billed with a 100% surcharge when same day test results are requested and can be accommodated. Per Diem and Travel Charges An $150.00 charge per day will be applied when our personnel are required to stay overnight at remote locaons. Time will be billed at the unit rate while traveling to a remote locaon or if a locaon requires an overnight stay Mileage for travel outside a 50 mile radius from either the project site or the nearest TQF facility whichever is closest, will be charged at a rate of $0.75 per mile. Night Work A $3.00 per hour surcharge will be added to all personnel rates for work performed during night shis. of

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KLEINFELDER CONSTRUCTION SERVICES - PROFESSIONAL SERVICES FEE SCHEDULE FOR THE CITY OF SANTA ANA On-Call Materials Testing & Special Inspection Services (RFP No. 26-059A) Federally Funded Projects Pricing Valid for the Initial One Year Agreement Term KLEINFELDER CONSTRUCTION SERVICES - PROFESSIONAL SERVICES FEE SCHEDULE FOR THE CITY OF SANTA ANA – RFP NO. 26-059A FEDERALLY FUNDED PROJECTS PROFESSIONAL / ADMINISTRATIVE STAFF RATES-NON PLA Project/Task Order Manager ...................................................................................... $ 205 / hr.Construction Scheduler ............................................................................................. $ 170 / hr.Sr. Construction Scheduler. ....................................................................................... $ 265 / hr. Project Controls Specialist ......................................................................................... $ 110 / hr. FIELD STAFF RATES Construction Manager (non PLA)………………………………………………………… Core Field Inspector: Prevailing Wage Group 2.........................................................$ 220/ hr.$ 220 / hr. Non-Core Field Inspector: Prevailing Wage Group 2................................................. $ 227 / hr. Apprentice Field Inspector: Prevailing Wage Group 2 ............................................... $ 137 / hr. Fringe Payment for Core Field Inspectors ................................................................. $ 35.35 / hr. Non-Core Field Inspector Hiring Fee (per employee) ................................................ $ 1500.00 PLA Administration .................................................................................................... $ 500 / mo. Field Vehicle .............................................................................................................. $ 1249 / mo. Personal Vehicle Mileage …………………...……………………………………………. Union Registration Costs………………………………………………………………….. $ IRS Rate$ Actual BASIS OF CHARGES1. Rates presented above are valid for the initial one-year agreement term and are subject to adjustment annually, not to exceed the Bureau of Labor Statistics Consumer Price Index. Prevailing wage billing rates will increase by $10.85/hr on July 1, 2027, to compensate for the predetermined increase already scheduled to take place at that time. Following the July 1, 2027 increase, PW rates will follow the annual adjustment supported by the Bureau of Labor Statistics. 2. Union fringe payment will change with any predetermined increase and will be subject to adjustment following publishing of predetermined increase allocation to fringe on July 1st of each year. 3. Travel time will be billed per Public Works Manual Section 4.1.5 requirements. 4. Work conducted outside of standard construction hours (6AM-5PM) will be charged at the overtime rate. 5. A two-hour show-up minimum charge will be made for all field services where work is cancelled less than two hours prior to the requested start time. A four-hour minimum charge will be made for any field services. An eight-hour minimum charge will be made for field services in excess of four hours per day. 6. Overtime and doubletime will be charged per the requirements of the applicable determination. 7. Invoices will be submitted monthly for our services performed during the preceding billing period. Payment schedule is 45 days after the City receives our invoice. 8. Prevailing wage will be paid per determination SC-23-63-2-2026. 9. Field vehicle costs will be charged for both PLA and non PLA positions, at the rates indicated above.

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EXHIBIT D

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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 Koury Engineering & Testing, 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”).

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:

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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 CLAUSEa. 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.

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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 CouncilCity of Santa Ana20 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:Bridget ShermanSenior Project Executive Koury Engineering & Testing, Inc.5711 Schaefer AvenueChino, CA 91710 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 AMENDMENTThis 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

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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.

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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]

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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 BRIDGET SHERMANSenior Project Executive

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EXHIBIT A

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CITY OF SANTA ANA

EXHIBIT 1 SCOPE OF SERVICES

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CITY OF SANTA ANA

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CITY OF SANTA ANA

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CITY OF SANTA ANA

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EXHIBIT B

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EXHIBIT C

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Santa Ana City CouncilJuly 21, 2026

Santa Ana City Council
July 21, 2026