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Home My WebLink AboutTWINING, INC. (2) A-2026-102-04 AUK I SIM AGREEMENT TO PROVIDE ON-CALL MATERIAL TESTING AND c. � p,Co-) SPECIAL INSPECTION SERVICES This AGREEMENT is made and entered into this 21 st day of July, 2026 by and between the 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 No. 26-059A, by which it sought qualified consultants to provide on-call material testing and special inspection services for the City's Public Works Agency. B. Consultant submitted a responsive proposal that was among those selected by the City. Consultant represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 26-059A. C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows; 1. SCOPE OF SERVICES On an on-call basis, and at the City's sole discretion, Consultant shall perform the services described in the scope of work that was included in RFP No. 26-059A, which is attached as Exhibit A, and as more specifically delineated in Consultant's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a) City neither warrants nor guarantees any minimum or maximum compensation to Consultant under this Agreement. Consultant shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit C. Consultant is one of four (4) consultants selected to provide services on an on-call basis under RFP No. 26-059A. The total compensation for these services provided by all such consultants selected under RFP 26-059A shall not exceed the shared aggregate amount of $4,000,000 during the term of the Agreement, including any extension periods. b) Payment by City shall be made within forty-five (45) days following receipt of propoer invoice evidencing work performed, subject to City accounting procedures. Payment need not to be made 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. TERM This 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 t6000, 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. S. 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 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"). Consultant shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Insurance requirements are attached hereto as Exhibit D. 8. INDEMNIFICATION Consultant agrees to defend, and shall indemnify and hold harmless City, its officers, agents, employees, consultants, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant or its subconsultants, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages,just compensation, restitution,judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages,just compensation,restitution,judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify,hold harmless, and pay all costs for the defense of the City,including fees and costs for special counsel to be selected by the City,regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages,just compensation,restitution,judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend,indemnify and hold harmless the City,its officers, agents,representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent,trademark, or copyright contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three(3)years,or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any.other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents,proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement. 11. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a)has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE a. Consultant covenants that it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. b. No immediate family members of either the Mayor, City Council Member, or any appointed City Official, including appointed board and commission members, as defined under the City's Municipal Code, whose position with the City shall award or influence the award of this Agreement, or any competing contract or amendment thereof, shall be employed in any capacity by the Consultant or have any other direct or indirect financial benefit or interest in this Agreement. c. The section also prohibits the awarding of any agreement, contract, grant, or any amendment to those awards, to any former full-time employee for one-year from date of employee separation except for any CalPERS retiree as authorized by City Council resolution d. The Consultant must comply with all conflict of interest laws, ordinances, and regulations now in effect or hereafter to be enacted during the term of this Agreement. The Consultant warrants that it is not now aware of any facts which conflict with the prohibitions defined above. If the Consultant hereafter becomes aware of any facts that might reasonably be expected to create a conflict of interest, it must immediately make full written disclosure of such facts to the City. Full written disclosure must include,but is not limited to, identification of all persons implicated and a complete description of all relevant circumstances. Failure to comply with the provisions of this paragraph will be a material breach of this Agreement. e. Consultant covenants that none of its directors, officers, employees, or agents shall participate in selecting or administrating any subcontract supported(in whole or in part)by City funds stemming from the Agreement where the awarding of the subcontract has any direct or indirect financial benefit or interest to any individual, as defined in subsections (d) and (e) above, 13. NOTICE Any notice,tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail,postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To CITY: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax: (714) 647-6956 Executive Director, Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 Fax: (714) 647-5635 To CONSULTANT: Paul Soltis, PE, GE Engineering 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. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between, the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other Consultants retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure,right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty(30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination,subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age,national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION-VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation,performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 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] IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and year first above written. ATTEST: CITY OF SANTA ANA ICiJ =NL. H LL ALVARO NUNEZ City Manager APPROVED AS TO FORM: SONIA R. CARVALHO CONSULTANT: City Attorney BY: E NELLESEN BY: Steve Schiffer Assistant City Attorney TITLEf3hief Revenue Officer RECOMMENDED FOR APPROVAL: Ropb fo Rosas Rodolfo Rosas{Jul 7,2026 12:55:31 PDT} RODOLFO ROSAS, P.E. Acting Executive Director Public Works Agency EXHIBIT A 1 CITY OF SANTA ANA EXHIBIT 1 - SCOPE OF SERVICES INTRODUCTION/BACKGROUND The City of Santa Ana (City) is seeking proposals from qualified firms and organizations (Proposers) to provide on-call materials testing and special inspections services. Under the City of Santa Ana's Capital Improvement Program, a number of construction projects will take place in the next few years. These projects include street pavement, traffic signals, underground utilities, buildings, bridges, and park facility improvements. The total value of construction is estimated to exceed $150 million. In order to maintain high quality of construction, the City intends to retain testing and inspection firms to provide quality assurance services for those projects. The selected firms are expected to provide testing and inspections for construction activities involving grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and to provide other quality assurance services when required. The purpose of this RFP is to solicit proposals from quality control consulting firms for the required services. The selected consultant is expected to enter into an agreement with the City to provide services on an as-needed basis. The resulting agreement(s) will be locally and federally funding. Funding sources for each project may vary and shall comply with the funding agency's requirements. Special conditions may apply. State and Federal grant funds administered by the California Department of Transportation (Caltrans) will be used to fund all or a portion of these projects. The successful proposer will be required to comply with all requirements associated with federal funding in carrying out the project. The Caltrans Requirements referenced in Attachment K of this RFP provides additional information on federal funding requirements. All proposals, plans, drawings, specifications, estimates, grant applications, modeling, studies, presentations, and/or reports will be subject to the final approval and satisfaction of the City. The selected consultants must have the expertise, experience, and demonstrated resources available to perform the work described in this RFP. Prime consultant mark-ups for sub-consultant work will not be allowed. Scope of Services The required services shall include, but not be limited to the following: 1. Provide field inspections and compaction tests for grading, trench backfill and asphalt concrete pavement construction according to the project special provisions, the Standard Specifications for Public Works Construction ("Green Book")and Caltrans Standard Specifications. Submit daily field reports to the City and a final report after work is completed. 2. Provide inspections for installation of precast and cast-in-place concrete, welding, high strength bolts, structural steel, masonry„ painting and other types of work in accordance with the California Building Code (CBC) and the contract documents. Submit field reports to the City immediately after inspections are completed. All deputy inspectors shall register with the City's Planning and Building Agency prior to starting inspection. (9) CITY OF SANTA ANA 3. Perform test on various construction materials as required by the City. Available tests may include the following: a. Mix Designs b. Concrete c. Concrete Blocks d. Brick Masonry e. Masonry Prisms f. Mortar and Grout g. Fireproofing h. Soils and Aggregates i. Asphalt Concrete j. Reinforcing Steel k. Environmental 4. Inspectors who perform work in confined areas or at elevated levels shall be certified or trained for confined space and fall protection. 5. Recommend testing method on defective work and advise the City of acceptance standards. 6. Provide source inspection for concrete and asphalt concrete at mixing plants, and inspection for other materials at their source as required by the project specifications. 7. Provide other quality control services as requested by the City. 8. Field reports shall be submitted daily to the City. Submit and distribute typed inspection and testing reports to the City's Public Works Agency and the Planning and Building Agency in accordance with "Green Book" and "CBC" requirements and to other concerned parties within a week after the work is performed. 9. Submit a final report to the City within five working days upon completion of each project. 10. May develop and implement procedures for the review and processing of applications by contractor for progress and final payments. Proposer's Construction Manager will be responsible for reviewing and approving monthly progress payments, and make recommendations for certification to City Staff for payment. 11. Act as an advisor to the City throughout construction and commission of the project. Determine that the work of contractor is being performed in accordance with the contract documents. Make recommendations to the City regarding special inspection or testing of work not in compliance with the provisions of the contract documents. Subject to review by the City, reject work which does not conform to the requirements of contract documents. 12. The individuals, Construction Manager, Inspector and Contract Administrator, shall not be responsible for construction means, methods, techniques, sequences and procedures employed by the contractor in the performance of the contract, and shall not be responsible for the failure of the contractor to carry out work in accordance with the contract documents. However, any errors, omissions, or discrepancies found in the Contract Documents shall be called to the attention of City Staff and clarified prior to construction starts. (9) CITY OF SANTA ANA 13. Consult with the City when the contractor requests interpretations of the meaning and intent of the drawings and specifications, and assist in achieving the resolution of problems, which may arise. 14. Record the progress of the project. Submit written daily and progress reports to the City. Keep daily logs containing a record of weather, contractor's work on the site, number of workers and equipment, work accomplished, problems encountered, and other relevant data. Make the log available to the City. Prepare and send Weekly Statement of Working Days to the contractor. Monitor contractor's compliance with labor code requirements. 15. Maintain, at the job site, records of contract documents including drawings, addenda, change orders, and other modifications of plans and specifications marked to show all changes made during construction. Maintain as-built records of underground utilities, including locations and depths of trenches. At the completion of the project, deliver to the City all contract documents including as- built records. 16. Evaluate the completion of the work of the contractor and make recommendations to the City when work: is ready for final inspection. Assist the City in conducting final inspections. 17. Facilitate and coordinate inspection by representatives of other agencies. 18. Assist City with project budget tracking by funding source to ensure progress payment applications are applied appropriately to correct funding sources. 19. Assist City with submission of narrative and financial reports on the progress and activities of the project to grant agencies 20. Shall monitor and enforce prevailing wage forms and requirements for conformance to the prevailing wage rates on a weekly basis. Shall verify that all Trade personnel listed in the daily log are also listed in the certified payroll and shall conduct weekly employee interviews, one for each trade, and submit verification with the monthly progress payments. 21. Shall coordinate and assist the City's Community Work Force Agreement (CWA) Consultant to monitor and enforce the CWA forms and requirements to ensure compliance. Verification should be provided with the monthly progress payments. 22. The Proposer's Constructor Manager shall be responsible for all project closeout items, such as: As-Built plans and related documentation, punch list completion, commissioning, warranty requests during the one-year period. Shall schedule and oversee the warranty repair. Should include site visits as requested by the City to look at defects or imperfection to determine if it is a warranty issue. 23. The Proposer's Construction Manager shall also provide material testing and inspection to provide quality assurance services for the project. Expected testing and inspection for construction activities may involve grading, soils, base material, concrete, masonry, asphalt concrete, structural elements, and other quality assurance services as required. All frequency of services shall be in accordance with the City of Santa Ana Quality Assurance Program provided in Exhibit 6. The City reserve the right to add or reduce some of the above tasks and duties as it sees fit. The Consultant, serving as staff extension, shall remain sufficiently flexible to meet the needs of the City and of the project. (9) CITY OF SANTA ANA NOTICE TO PROCEED: "On-Call" contracts require the City Project Managers to request a project/task proposal from Consultants on an "as-needed" basis. Proposals will then be evaluated by City Staff and written NTPs will be issued accordingly per task order. PAYMENT AND INVOICING: Selected Consultant shall invoice the City based on time and material according to the City's standard invoice template. Tasks and hours shall be clearly identified and all rates must match those included in the approved agreement. This agreement may utilize Federal, Caltrans, Comprehensive Transportation Funding Program (CTFP)and local funds. Proposer shall comply with all requirements as they pertain to use of these funds. FEE SCHEDULES: In addition to Section V. Proposal Response Instructions, 2. Cost Proposal,fee schedules shall be structured to correspond to the above mentioned tasks as follows: Task: Construction Management and Inspection Services - Subtasks Total Fee: Fee schedule for each task should include an hourly breakdown that corresponds to the task total. CITY RESPONSIBILITIES: The City will provide information in its possession relevant to the preparation of the required information in the RF'P. The City will provide only the staff assistance and the documentation specifically in referred to herein. • Provide general direction as needed for the assigned project • Advertise, award, and execution of construction contract • Electronic files (sample plans & specifications, City of Santa Ana's Computer Aided Design and Drafting Standards) • Electronic files for title sheets and sheet borders • Facilitate meeting space and coordination and City facilities • Facilitate City Permits EXHIBIT B S J r 4 `t 4' `; • - �,,�, I .y a _� 1 = '�*. •�� i M SANTA x x Testing Proposal s ■ d- On-Call and Special Inspections o ■ ■ , 1 May 21, • TWINING 1 p/ P 1 " }• ;J _ A. Cover Letter 1 . Statement of Qualifications May 21, 2026 Proposal No. 26-0939 Christopher Plutte, Senior Civil Engineer City of Santa Ana — Public Works Agency 4$11 Airport Playa Dr., Suite 220 Tel 562.426.3355 20 Civic Center Plaza, M-22 Long Beach CA 90615 Fax 562.426.6424 Santa Ana, CA 92701 RE: Request for Proposals for On-Call Materials Testing and Special inspections Services Dear Mr. Plutte, Twining, Inc. (Twining) is pleased to present this proposal to provide On-Call Materials Testing and Special Inspections Services to the City of Santa Ana (City). Backed by over a century of experience serving public agencies statewide,Twining brings a proven record of quality, responsiveness, and technical expertise to every assignment. The following highlights the value we deliver to our clients: Experience with Government Agencies: Our extensive experience delivering on-call materials testing and special inspection services makes us a trusted partner to numerous California public agencies, including the Cities of Long Beach, Huntington Beach, Fullerton, and Glendale. Our long-standing relationships and repeat contracts reflect our technical expertise, responsiveness, and reliability in supporting local government programs, including projects funded through Caltrans, OCTA, and federal grant sources. Reliable Local Team: Twining understands the City's need for a responsive and dependable on-call partner capable of supporting a wide range of capital improvement projects, from street pavement and traffic signals to underground utilities, structures, and park facility improvements. Our team is structured for rapid mobilization and efficient task order delivery,with the capacity to staff multiple assignments simultaneously while maintaining schedule, documentation quality, and compliance with City and federal funding requirements. We emphasize clear communication, practical coordination with City staff, and consistent follow-through to support project needs as they arise. State-of-the-Art Laboratory: Twining operates full-service laboratories in Long Beach and Fountain Valley, equipped with comprehensive materials testing capabilities across soils, aggregates, concrete, masonry, asphalt concrete, structural steel, and other materials specified in the City's Scope of Services. As accredited labs conveniently located to serve the greater Orange County and Los Angeles region, we deliver precise results with rapid turnaround tunes supported by our industry-leading quality systems and experienced technical staff. We appreciate the opportunity to submit our qualifications to the City. Twining's regional presence in Southern California, combined with our depth of experience in public works materials testing, special inspection, and federally compliant project delivery, makes us a strong partner for the City's Capital Improvement Program. We look forward to supporting your projects and welcome any questions. Please feel free to contact Amir Ghavibazoo at (562) 900-5258 or via email at aghavibazoo@twininginc.com. This proposal shall remain valid for a period of 180 days from the date of submission. Twining acknowledges Addendum No. 7, dated May 14, 2026, and has incorporated the clarifications therein. Sincerely, ,•,.. � __ J Amir Ghavibazoo, PhD Paul Soltis, PE (56140), GE (2606) Project Manager/Point-of-Contact Project Principal/VP, Geotechnical Operations Director of Infrastructure Twining I City of Santa Ana iii 1 . Statement of Qualifications B. Services Provided The following section outlines Twining's specific methods,techniques, and proposed communication plan for successful execution of services on this project. Our approach is rooted in proactive coordination, responsive communication, and the consistent delivery of high-quality testing and inspection services. We leverage proven field practices, advanced reporting technology, and a centralized dispatch system to ensure timely service and accurate documentation. Additionally, our communication plan is designed to keep all stakeholders informed through a dedicated Project Manager who will serve as the primary point of contact, facilitating efficient day-to- day coordination and issue resolution. Infrastructure construction Expertise k,kl\ 1 !f! With California's aging infrastructure and continued Twining's involvement with the most cutting edge urban growth, our cities and counties are faced materials technologies enables us to assist project with unique challenges. Never has it been more teams with the evaluation of construction products critical to maximize the value of each public works and determining their suitability for use.Twining dollar spent on capital improvement than today. has assisted construction managers, structural The quality assurance programs that Twining has design engineers, and owners in developing high- established for public agencies throughout the state strength concrete mixes utilizing low carbon emphasize the most cost-effective practices utilizing emission materials, recycled asphalt pavement industry best practices. Whether it is a major water/ structural designs, and various other cementitious, wastewater project, bridge or roadway improvement, geotechnical, and sustainable asphalt pavement underground utility work, airport improvement, or components that utilize renewable materials. goods movement project, Twining has the requisite Twining is uniquely positioned to provide quality expertise and capabilities to effectively establish assurance programs from start to finish. Through our and maintain a quality assurance program that is in partnerships with Caltrans and various universities, strict compliance with the LAPM, as well as state and we have knowledge of proven technological federal mandates. advances in construction that we can pass on to Twining provides the following services for local our clients and incorporate into their projects as agencies- appropriate. We routinely contribute to the American » Initial engineering design and evaluation Public Works Association (APWA) by presenting » Specification development and review technical sessions related to some of the newest » Materials review and verification for acceptance technological advances. » Public works inspection Whether it involves rapid-strength concrete, warm » Source inspection mix asphalt, high-volume fly ash mixes to reduce » Acceptance laboratory testing and evaluation greenhouse gases, or 100 percent recycled materials, » Federal compliance Twining can provide the proper solution for your » Final quality assurance report and project closeout project. Twining I City of Santa Ana 1 1 . Statement of Qualifications Pavement Engineering Inspection Services Twining's experts have been providing pavement Twining's inspection staff consists of nearly 200 engineering and materials evaluation services inspectors located throughout California. Over on flexible pavement projects for decades, with 80 percent of these inspectors hold multiple extensive experience supporting public agencies certifications in disciplines, including structural including Caltrans, cities, and counties throughout steel, high-strength bolting, prestressed concrete, California. Our highly specialized team provides reinforced concrete, structural masonry, drilled-in comprehensive pavement engineering services anchors, spray-applied fireproofing, and more. that utilize the newest pavement rehabilitation These highly skilled men and women have been technologies to effectively deliver clients the service selected for their diversity of knowledge and ability to life they expect at a construction cost that may be work with clients to achieve maximum performance less than traditional methods. at minimum cost. Twining has the resources to staff Our team routinely performs field inspections and projects regardless of size and complexity with compaction testing for asphalt concrete pavement experienced and professional inspection personnel construction in accordance with the Standard Specifications for Public Works Construction Materials Testing (Green Book) and Caltrans Standard Specifications, Twining has been at the forefront of construction providing daily field reports and final project materials testing for over a century. Our network of reports consistent with those requirements. Using state-of-the-art laboratories, complemented by our the Falling Weight Deflectometer (FWD), coring, fleet of mobile laboratories, allows us to provide in- ground penetrating radar (GPR), and dynamic cone house testing for projects throughout the state, penetrometer testing,we assess subgrade conditions Twining provides fast, reliable test results that our and determine the load-carrying capacity of in-place clients can count on. We subscribe to the most pavement to identify rehabilitation options and stringent inspection and certification requirements remaining service life. in the industry. We are recognized by agencies Our laboratories support source inspection at asphalt including Caltrans, Division of the State Architect concrete mixing plants and perform the full range of (DSA), American Association of State Highway and production quality, strength, and mix testing including Transportation Officials (AASHTO), United States asphalt content, gradation, stability, Hamburg Wheel Army Corps of Engineers (USAGE), Cement and Track, and project-specific volumetrics. We have Concrete Reference Laboratory (CCRL), Federal deep expertise in hot mix asphalt designs consisting Aviation Administration (FAA), and International of Polymer Modified Binders, Rubberized Hot Mix Accreditation Service (IAS) along with numerous Asphalt, Warm Mix Asphalt, Hot Mix Asphalt Using cities and counties as a certified geotechnical, High Amounts of Recycled Asphalt Concrete, FAA paving, materials testing, and inspection laboratory. Marshall designs, and Superpave designs. We do not automatically suggest the same textbook solutions to all clients. We individualize our recommendations to include new flexible pavement °= t materials that can be used most effectively and economically, whether for a high-traveled arterial requiring high stability to prevent rutting or a - residential collector where noise reduction is a priority. Our professionals are members of the APWA,the Asphalt Pavement Association,the Rubber Pavements Association,the National Asphalt _ .V Pavement Association, and the Caltrans expert task a. rcfi: group on flexible pavements, keeping our engineers on the pulse of new and upcoming technologies. Twining City of Santa Ana 2 1 . Statement of Qualifications ' Years in Business 128 Office Nearest to Serve the City 18071 Mount Washington Street, r Unit A Fountain Valley CA 92708 Headquarters Office C. Firm and Team Experience 4811 Airport Plaza Drive, Suite 220 Twining's legacy dates back more than 128 years. What started as a Long Beach, CA 90815 family business in 1898 has evolved into one of California's largest service providers of materials testing, and construction inspection Inspectors and Technicians services. Highly regarded by state and local agencies, developers, 200+ contractors, consultants, and industry for providing high-quality Employees Working with the City services that are reliable,timely, and compliant,Twining has been 9 Direct + 134 in Support a central part of some of California's most regionally significant Long Beach Office & Lab construction projects. Twining's expertise in geotechnical engineering and materials testing, including testing of asphalt, soils, concrete, Professional Services steel, and other construction materials, supports a wide range of » Geotechnical Engineering public works and infrastructure projects across California. Nondestructive Examination Materials Testing Laboratory Twining has developed a strong reputation by providing sound » Vibration Monitoring engineering, testing, and inspection services on every project we » Stormwater Site Monitoring & undertake. We earned this reputation knowing that the true measure SWPPP of our performance rests in the satisfaction of our clients. We » Forensic Evaluation of Existing approach each project with the understanding that we are evaluated Structures on the safety and durability of the structures and pavements we test » Applied Research & Materials and inspect. Engineering We employ some of the industry's most well-known construction » Concrete Technology &Concrete Insight experts, including asphalt and concrete experts who perform „ Concrete for Pavements & research as well as consult with regulatory agencies to shape the Infrastructure future of construction standard practices. Our point of contact and „ Asphalt Pavement Engineering supervising Project Manager, Amir Ghavibazoo, PhD, brings extensive Design expertise in pavement materials and engineering, including asphalt „ Construction Quality Assurance material characterization, mix design, and pavement preservation Programs and rehabilitation strategies relevant to the City's street pavement „ Mobile Laboratories and infrastructure improvement projects. We understand the Project ,> Roofing Waterproofing Manager/Principal Agent shall be the primary contact person to Inspection represent Twining and will be the person to conduct the presentation, „ Plan Review & Plant Inspection should the City conduct interviews. In addition to our engineers' „ Building Material Evaluations & highly technical consulting services, we can also provide construction Specialized Testing material testing and inspection services. Our engineers offer routine „ Petrographic Laboratory training to our field soil technicians to continuously improve and reinforce their skills related to field testing. Commissioning >> Testing & Balancing Additionally, experienced inspectors and laboratory technicians provide timely field observation and testing to ensure compliance with project specifications and support efficient construction progress. Twining I City of Santa Ana 3 1 . Statement of Qualifications Subconsultants Cumming Group I Labor Compliance and Construction Management Cumming Group is a nationally recognized, employee-owned program, project, and cost management firm with deep expertise in public works construction management and labor compliance. With decades of experience supporting municipalities,transit agencies, and public institutions across California, Cumming brings a proven track record of delivering construction oversight services that are compliant, well-documented, and fully aligned with federal and state funding requirements. For the City of Santa Ana, Cumming will provide Construction Management and Construction Labor Compliance services, including prevailing wage monitoring and enforcement, certified payroll review, weekly employee interviews, daily and progress reporting, and coordination with the City's Community Workforce Agreement (CWA) Consultant. Their team is well-versed in California Labor Code §1720 et seq. and §1770 et seq., DIR compliance requirements, and the administrative responsibilities associated with federally funded public works contracts. Cumming's professionals are experienced in preparing and submitting narrative and financial progress reports to grant agencies, maintaining as-built records, and supporting project closeout, ensuring the City receives complete, audit-ready documentation from start to finish. Twining City of Santa Ana 4 1 . Statement of Qualifications Organization Chart ;w`- Single Point-of-Contact lop Key Staff Members Subconsultant Project Engineering Manager Paul Soltis, PE,GE Cameron DeSart Single Project Manager/ Amir Ghavibazoo, PhD Pavement Expert Engineering Staff Field Inspectors Laboratory Manager Boris Stein, DSC Building Inspectors Construction Corey Rhodes Concrete Matt Bauduin Inspectors Robert M. Ryan,AWS CWI- Young Jong David Morales QC1,ASNT Level III Axel Norouzian Eddie PerezLaboratory ia Technicians Welding/Steel Jose Castillo Darren Davis Emmanuel Abrifor, QSD,QSP, QISP CPESC, CESSWI,WPCM SWPPP Supported by our staff of over Liangcai He, PhD, PE,GE 200 multi-disciplined inspectors. Geotechnical Jon Browning, PG, CEG Subconsultant Geologist Adrian Moreno, PE Cumming Group Project Engineer Labor Compliance& Construction Management Twining I City of Santa Ana 5 1 . Statement of Qualifications Inspector Certification Matrix tp CL Almanza,Ernesto X X X X X Andrade,John X X X X X —....—.. - _..I Andrus, Isaac X ' X X I X X X Araiza,Alan X X Arana,Alberto X — X X Arcos,Matt X X X X Barroso,Christian X X X Bauduin,Aldan X _X X X ! X X ---. X Bauduin,Joe X X X X X Bauduin,Matt —� X X X X X X X X X Bauman,Noah � X ' — X ._—.. X X X --- —_ X -- Bogle,Bryan X j y J,.__ 1 X X Brown,Alexandra X -X X..L. �__..._ __._.._ Cappello,Steve _.-- X X X X X i Castillo,Jose X X X X X X Chaffino,Jesse X X X X X X X Cherkasy,Kassem X X X X X X X X Clark,Jeff X X X X X X Clarke, Douglas X Creasey,Erin X i X X X X X X X X Crick,Tim r X X Cuthbertson Jr.,Van X X X X X X s X — Cypher,Robert X X X X X X Davis, Darren X X X X X X Dawod,Samer X X X X X X X X X De La Torre Cabrales,Nain X - Diaz,Sergio X X X X X Twining City of Santa Ana 21 I C O tl a N � C = 4 tl7 y m O d d = c� a j yCLCu 'c r CD Qa a C a, ,a G m C) [ z cn v°, z� is `a. in O °y In =o C <4 ++ N N N N N N N N M - C 07 GJ N R N d b O 2 7 C C C C C C C 6 7 O L i^ cc O O LL J U .2 2 a2 .L+ 2 W 2 � m m 0 LL LL 2 2 d w Inspector dame �n cn sa = = a (Last,First) a d a d a 0 0 U L) v 0 r) o . 0 v U v u 0 U v a Me MENEM OEM min be .00 No 0 • .one ■ • son■ ■ ■ ■ • ■■s■m■■■■■■ ■■■ ■ 0• ■a■ NE 0 ■■■■ ■ ■■ ■® o® • ME ■�■ • 1 . Statement of Qualifications Cn .. Harmina,Moheb X X ' X X X X Harris,Angela X _ X X Harris,William(Bill) X X X Harrison,Steve X X X X X X X Heil,Mike X X X X X X X X X Hull,Joshua X X X X X Ibrahim,Yasser X X X X X X X X Johnson,Nathan X X X X X X X X X Johnson,Trayvon X X X X Jones,Tom X X X X X Jong,Yong Rai X X X X X X Kelly,Mikio X X X X X X Khalil,ihab X X X X X Kim,Peter X X X X X X Kirby, Brendon X X C X X X Krolikowski,Roland X -- X X X X X X X X — Lacy,Braxton X X X X X X X Lawrence, Keith —TX X X X Lawson,Shakeena X _ X X Leal,Emma X I X a Ledgerwood,Sharon X X X X Lewis,Brandon X I X f X X X 71 Lim,Jess X .._. _l ......_.._.-. . X X X X X X X X X Linares,Vanessa 1 X X Little,Jon X X X X X X X Lomelin,Jack X _-- __ ._. Lottie, Marc X X X Twining City of Santa Ana 23 C Cl it CJ CL (n a C CM C �Q a m aa O C7 r r c 0 —' a w �, `m I to o ea a v c u s ar a c zr' Q. _a a- v �_ a w o c F- v a b y e rn o o 0 7 o e Oti c d O a e F- rr tT M `a d m U U z Lj) o c � y •� w a M a 2 3 � c c c c c c e o o = = a o 0 Inspector Name '� -� U (n m y :� ;° '��° a m m U c a to 3 = L) u(Last,First) 4 Q a ¢ a a j U. U U 0 U c) U o cU_a v o ■■n noon■■ noun®® ■ ,. . ■■■CNN■ on NEOCENE on ■■■ ■■ .- . . . .. sons■■■© ■■ ■■ SEEN■■■ ■ © u■ E o■■■n ■ ■ Nunn COME ■ MEN U .. ■■ ■■ ■■ IonC C■ C C OWN r ■■■■ ■ ■ ■ ■ ■■ r . .� soon M 0 0 ■ c U G7 a Cu Im a is c a m O1 N N_ 01 0 C7 0 (D � CA 0 t � � V t0 •a C C Y O C ' D a Qa N b= +a' FZ I c `F- u o. a 1 Ol N Nl N N N N N U. U 4 :a m m U ii ii 0. N @ Inspector Name rn rn cn = = _ _ P i-s � � � 3 � � m m ,o � R m � cx c.� c) t) c� c.� c� c� cs c.� � (Last,First) B d a Q a c) v 0 0 0 u 0 a0u u 0c) c� t� 0 0 0 o on 0 ■©M Ira ■■ Ems MOM no a .. / OMEN © �� • / w/ . . ..1© I .®. nommoom non •. . ./ NONE� •. . ■■ ■ SO on Emu no • OMEN. ■■■ UNION / • / • _ o®..■....on a no .. . / / MINIM ■IN ■ ■on ■ Non= • . / moommoommunnu / 1 . Statement of Qualifications 0 U Oi a_ Ql � ■■ ■ — ■ ■ AndrewrThornas,Christopher(Chris) x x x x x x — x ■■■■ ■ ■■ ■ Campos,Vega Velazquez,Michael x x ■■ ■■ ■■ ■■■■■ Brad x —T • ■■ x oWills,Jesse x ■ ■■ ■■■ ■ ■■■■■■■ ■■■■ ■ ■ ■ x x ■ Young,Andrew x ■ x x o ■o 1 . Statement of Qualifications D. Proposed Work Plan Specifications, the California Building Code,the City's Quality Assurance Program, and applicable project Understanding of the City's Scope of documents. Services Twining's services may also include inspection and Twining understands that the City of Santa Ana testing of concrete, concrete blocks, brick masonry, is seeking responsive on-call materials testing, masonry prisms, mortar, grout,fireproofing, soils, special inspection, construction observation, source aggregates, asphalt concrete, reinforcing steel, inspection, laboratory testing, quality assurance, structural steel, welding, high-strength bolting, construction management support, labor compliance painting/coatings, environmental materials, and other support, and related documentation services fora construction materials as requested by the City. variety of City capital improvement projects. These We will also provide source inspection for concrete projects may include street pavement,traffic signals, and asphalt concrete at mixing plants, and source underground utilities, buildings, bridges, park facility inspection for other materials when required by the improvements, and other public works assignments. project specifications. Twining will serve as the prime consultant and single Twining's deputy and special inspectors will hold point of contact to the City. Our team will provide applicable certifications for their assigned scope materials testing, special inspections, construction of work and will register with the City's Planning observation, source inspection, laboratory testing, and Building Agency prior to performing inspection field reporting, quality assurance documentation, services when required. inspectors assigned to work and final project closeout reporting. Twining will in confined spaces or at elevated locations will have be supported by Cumming Group for construction appropriate confined space and/or fall protection management support, labor compliance support, training prior to performing such work. Community Workforce Agreement coordination, grant/funding compliance documentation, progress payment support, meeting support, and project closeout assistance, when requested and authorized by the City under individual task orders. Twining's anticipated testing and inspection services may include field inspection and compaction testing for grading,trench backfill, aggregate base, and asphalt concrete pavement construction in accordance with the project special provisions, Standard Specifications for Public Works Construction/Greenbook, Caltrans Standard • 1. RECEIVE TASK ORDER 5. PERFORM SERVICES • 2. REVIEW SCOPE I 6. COORDINATE & TRACK r • . 3. PROPOSE BUDGET r117 ; 7. PM/QC REVIEW !j 11 r ` I 4. ASSIGN TEAM H; S. FINAL CLOSEOUT REPORT Twining I City of Santa Ana 27 1 . Statement of Qualifications Team Approach to On-Call Contracts the dedicated Project Manager and primary point of Twining follows a structured but flexible approach contact for this agreement. Amir will be responsible for delivering on-call services. Our process is for task order coordination, staffing, communication designed to support both scheduled assignments with the City, review of field and laboratory and short-notice requests while maintaining clear documentation, coordination with Cumming Group, communication, appropriate staffing, cost control, and overall quality control of Twining's services. and complete project documentation. Testing, investigation, and reporting activities will Upon receipt of a service request,Twining's be performed under the direct supervision and Project Manager will review the project scope, responsibility of Paul Soltis, PE, GE, a registered plans, specifications, special provisions, funding engineer licensed in the State of California. requirements, City Quality Assurance Program Twining's project management team will coordinate requirements, and anticipated staffing needs. closely with City staff,the City's construction Based on this review, Twining will confirm the manager, contractors, design professionals, and required inspection disciplines, laboratory testing subconsultants to resolve issues efficiently and requirements, reporting protocols, safety/access maintain alignment with project requirements. requirements, schedule, and any construction For each task order,Twining will conduct a scope management or labor compliance support required alignment review to confirm the required services, from Cumming Group. reporting protocols,test frequencies, distribution Twining will then prepare a task-specific budget lists, safety requirements, and closeout expectations. estimate and staffing plan consistent with the This approach reduces ambiguity, controls scope requested scope of services. Once authorized by growth, and helps the City maintain a complete and the City,Twining will promptly assign qualified auditable project record. inspectors,technicians, engineers, laboratory Documentation and Reporting Controls staff, and subconsultant personnel, as applicable. Resumes and certifications for proposed field Twining will prepare daily field reports documenting personnel will be provided to the City for review when inspection activities,field test results, sampling requested. locations, contractor operations observed, materials tested, nonconforming work, corrective action follow- Field personnel will perform assigned services in up, and time records. Daily reports will be submitted accordance with the approved plans, specifications, to the City's designated representative for review and applicable codes, Greenbook, Caltrans requirements, signature, and will be distributed in accordance with the City's Quality Assurance Program, and project- City requirements, specific direction from the City. Twining's plant, field, laboratory, and project management staff will Laboratory test results will be reviewed by Twining's coordinate closely with the City's representative Project Manager and technical staff prior to to maintain timely communication, accurate release. Testing logs will be maintained to track documentation, and efficient response to field required sampling and testing frequencies and to conditions. support project audits,federally funded project documentation, and final closeout. Where defective or nonconforming work is observed, Twining will promptly document the Twining uses Construction Hive'", a secure cloud- condition, identify applicable acceptance standards, based reporting system,to streamline daily field recommend appropriate testing or evaluation reports, laboratory results, nonconformance methods, and coordinate with the City regarding documentation, and inspection logs. This system corrective action and follow-up verification. improves traceability, reduces missing information, and provides a complete record for project closeout Project Management and Communication and future reference. Controls Upon completion of each assigned project, Twining Twining has assigned Amir Ghavibazoo, PhD, as will prepare a final Quality Assurance Report, Twining I City of Santa Ana 28 1 . Statement of Qualifications including applicable daily field reports, batch plant observations, laboratory testing results, testing logs, field density summaries, nonconformance documentation, and other relevant records required by the City. Santa Ana Quality Assurance Program and Federal Funding Requirements Twining understands that the City implements a Quality Assurance Program for federally funded projects and that funding sources may include local ► funds, Caltrans-administered federal funds, OCTA funds, grants, and other special funding sources. Twining's Project Manager will coordinate with the City to confirm project-specific funding requirements Community Workforce Agreement and Labor and documentation protocols prior to mobilization. Compliance Support Twining has extensive experience supporting municipal projects subject to Caltrans Local Twining has reviewed the City of Santa Ana's Assistance Procedures Manual requirements, Community Workforce Agreement requirements Greenbook requirements, Caltrans Standard and confirms its ability to comply with applicable Specifications, and federally funded project requirements for covered work awarded under this documentation standards_ We understand the agreement. Twining will coordinate with Cumming importance of complete test result documentation, Croup to provide labor compliance support, CWA current testing lags,field reports, material coordination support, certified payroll/documentation certifications, and final quality assurance records to review support, and related compliance support audits, reimbursement, and project closeout. documentation assistance when requested by the City under individual task orders. Twining's laboratories participate in applicable accreditation and reference sample programs, Schedule and Cost Control Measures including AASHTO, CCRL, Caltrans, IAS, DSA, HCAI/ Twining is committed to responsive service, budget OSHPD, USACE, and FAA programs, as applicable discipline, and scope control. We monitor task to the work performed. Sampling and testing will be authorizations, labor hours, testing quantities, and performed at the locations and frequencies required reporting status throughout each assignment. by the project specifications, City Quality Assurance By using multi-certified inspectors, cross-trained Program, and applicable funding requirements. field personnel, local laboratory resources, and coordinated subconsultant support, Twining can reduce unnecessary mobilizations, avoid duplicate testing, and provide efficient coverage for multiple inspection needs. Twining's local field staff and regional backup resources allow us to respond quickly to scheduled and short-notice assignments within the City of Santa s,T _ Ana. Our inspectors coordinate daily with laboratory staff, and rush pickup, off-hours testing, and weekend �. laboratory services can be provided when required by - a project conditions and authorized by the City. Twining I City of Santa Ana 29 EXHIBIT C 2. COST PROPOSAL 2. Cost Proposal Cost Proposal Twining has prepared two fee schedules in response to the City's cost proposal requirements. Our Locally Funded Projects Fee Schedule reflects competitive hourly rates for municipally funded work,while our Federally Funded Projects Fee Schedule is structured to comply with all applicable federal requirements, including Caltrans, OCTA, and grant-funded programs. All rates are firm for the initial agreement term and do not include travel-related expenses, which have been absorbed into our fee structure. Locally Funded Projects Fee Schedule Personnel Rates:Per Hour Unless Otherwise Noted Task Task Equipment USage(Daily Unless Otherwise Noted), Code Enaineerina And Consulting Personnel Rate Code Continued Rate 10026 Senior Principal AdvisorlConsultant $ 390.00 95315 Torque Multiplier $ 48,00 10001 Principal EngineerlGeologist $ 280.00 95321 Air Meter $ 37,00 10017 Metallurgical Engineer $ 390.00 95322 Unit Weight Bucket $ 28,00 70000 Registered Geotechnical Engineer $ 280.00 95323 Field Concrete Scale $ 37,00 1001 C Technical Advisor $ 260.00 95324 2"x 2"x 2"Mold $ 26.00 10011 Material Scientist,WeldinglfJDT Consultant $ 275.00 95343 Nudear Gauge(Per Hour) S 13.00 10003 Registered GeologistlCertified Engineering Geologist $ 276.00 95319 Sand Cone Density Test Equipment 5 6000 10003 Senior EngineerlGeologist $ 25000 95333 Pull Test Equipment $ 74,00 10009 Registered Civil Engineer $ 240.00 95348 ConcretelAr It Coring Equipment S 720,00 60003 Roofing/Waterproofing Consultant $ 265.00 95336 Floor Flatness(Dipstick} $ 63.00 10013 Project EngineerlMenager $ 2$50) 95330 Schmidt Hammer S 48.00 30000 quality Control Manager $ 231 95341 Vapor Emission Test Kits S 58.00 10006 Senior Staff EngineerlGeologist IS 22000 95342 Relative Humidity Probe 5 90,00 10007 Staff EngineerlGeologist $ 205,00 95339 UPV(Ultrasonic Pulse Velooity)Meter S 420A0 10015 Quality Control Administrator $ 205.00 96351 Fireproofing AdhesionlCohesion(Per Test) 5 42.00 10019 Metallurgical Technician S 175,00 95300 A Scan Ultrasonic Equipment And Consumables S 100,00 90001 CADD OperalorlDraftsperson $ 160.00 95303 Magnetic Particle Equipment And Consumables S 53.00 95103 Administrative Support $ 105,00 95306 Liquid Penetrant Consumables S 48.00 70107 Field Supervisor $ 195.00 95307 Phased Array Ultrasonic Equipment(Per Hour) S 105.00 91030 Safety Supervisor $ 195-00 95347 Ground Penetrating Radar S 39900 20000 Laboratory Manager $ 180.00 95345 Impact Echo $ 405.00 98000 Laboratory Technician $ 155.00 95362 Ultrasonic Tomography S 521 90005 Expert Witness Testimony $ 630DO 95349 Inertial Profiler(Per Hour) Quotation 91110 Qualified SWPPP Developer $ 220.00 95352 Boresoope $ 315.00 91000 Qualified SWPPP Practitioner $ 205.00 95356 Infrared Camera $ 105,00 3e0Ol Vibration Engineer $ 240.00 95357 Project Dedicated Vehicle $ 189.00 95364 Roller Compacted Concrete Vibrating Hammer/Tamping Plate 5 841 Task 95367 Half-Cell Potential Equipment Set S 405,00 Code Field Inspection Personnel Rate 95368 Concrete Electrical Resistivity Meter 5 189.00 10101 ConcretelReinforceld Steel Inspector IS 139.00 95369 Field Hardness(Steel) S 116.00 10103 PreslressedlPost Tensioned Inspector $ 139.00 95370 Coating Thickness Gauge S 166.00 10105 Concrete ICC Inspector $ 139.00 95373 Curing Box(Not Temperature Controlied,One-Time Feel $ 78800 10109 Drilled-In-Anchor Inspector $ 139.00 Per Box) 10111 GunitelShotcrete Inspector $ 139.00 95371 Temperature Control Curing Box(Per Month) S 525.00 10113 Masonry Inspector $ 139.00 95372 Temperature Matching Curing Box(Per Month) $ 599.00 10201 Structural SteoVWelding Inspector $ 139.00 10203 AWS Certified Welding Inspector $ 139.00 Task 10207 Fireproofing Inspector $ 139.00 Code Specimen Pick-Up Rate 10501 Lead Inspector $ 142.00 20100 SoillAggregate Sample{Each) $ 55.00 10115 Fireslop Special Inspector-IFC Premier $ 160.00 20102 Standard Sample,Concrete Cylinders(Each) $ 3600 10117 Firestop Special Inspector-IOP $ 205.00 20101 Standard Sample.Mortar/Grout Cubes And Cores, $ 36,00 70109 L..A.Deputy Grading Inspector $ i50-00 Fireproofing.Behar,And Epoxy Prisms(Each) 75001 Asphalt Field and Plant Inspector/Technician $ 139.00 20103 Oversize Sample:Masonry Prisms And Shotcrete Panels(Each) $ 94.o0 70103 Pile Driving Inspector $ 139.00 20104 Oversize Sample:Flexural Beams(Each) $ 941 70101 Soils Technician $ 139.00 20107 Technician For Specimen Pick-Up Not Listed Above $ 160-00 10107 Concrete Quality Control(ACIICaltrans Technician) $ 139.00 (Per Hour,2-Hour Minimum) 10122 Wood Framing Inspector $ 139.00 20109 Technician For Specimen Pick-Up Before 5:00 a.m. $ 220.00 60001 RoolingfWaterproofing Inspector $ 150.00 Or After 5:00 p.m.Monday Thru Friday,Or All Day Saturday 10500 Public Works Inspector $ 155.00 (Per Hour,2-Hour Minimum Plus Mileage) 10515 Mechanical Inspector $ 185.00 10519 Electrical Inspector $ ifism Task 10521 Plumbing Inspector $ 185.00 Code _Jobsite Trailer,Mobile Or On-site Laboratory Rate 10623 Building Inspector $ 185.00 95360 Portable Or Mobile Laboratory Unit Quotation 30002 Vibration Monitoring Technician $ 160,00 95374 Jobsite Trailer,Cortex,Or Equipment Storage Box Quotation 50003 Field Engineering Technician $ 139.00 Task Task Code Concrete Tests(Field Made Specimen l Rate Code Shop Inspection Personnel Rate 20201 6"x 12"Cylinder Compression Strength(ASTM C39) $ 4900 10301 Structural Steel Fabrication Inspector $ 139.00 20202 4"x 8"Cylinder Compression Strength(ASTM C39) $ 43,00 10309 Batch Plant Quality Control Techniclanllnspector $ 139,00 20203 Density Of Structural Lightweight Concrete Equilibrium $ 10T00 10325 Glue-Laminated Fabrication Inspector quotation Oven Dry Method(ASTM C567) 10328 Pre-Cast ConcretelPipe Fabrication Inspector $ 139.00 20205 Core compression Including Trimming(ASTM C42) $ 97,00 20207 6"x 6"x 15'Flexural Beams Not Exceeding Referenced $ 134.00 Task Size(ASTM C78,C293 or CTM 523) Cade Nondestructive Testing Personnel Rate 20209 Splitting Tensile Strength{ASTM C496) $ 134,00 10401 NDE Ultrasonic Testing Technician $ 145.00 20211 Modulus Of Elasticity Test(ASTM C469) $ 346.00 10403 NDE Magnetic Particle Testing Technician $ 145.00 80003 Rapid Chloride Permeability Test:Cylinders Or Cores $ 610.00 10405 NDE Dye Penetrant Testing Technician $ 145.00 (ASTM C1202) 10305 Combination NDE TechnicianNdelding 4nspector S 145.00 80006 Density,Absorption,And Voids In Hardened Concrete $ fill 10409 Radiographic Testing(Crew Of 2) Quotation (ASTM C642) 10020 NDE Engineer $ 256.00 40005 Flexural Toughness(ASTM C1609,Formerly ASTM 01018) $ 963.00 40006 Double Punch Strength Of Fiber Reinforced Concrete $ 642.00 Task 40009 Coefficient Of Thermal Expansion Of Concrete $ 696.00 Code Equipment Usage{Daily Unless Otherwise Ndetl1 ..Rate (CRD 39,AASHTO T336) 95318 Skidmore $ 51.00 40012 Bulk Electrical Resistivity(One Age Of Testing,ASTM C1876) $ 172.00 95309 Torque Wrench,Small $ 21,00 80013 Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete $ 1,070.00 95312 Torque Wrench,Large $ 3200 Beam(EN 14651) Twining I City of Santa Ana 32 i1► � 2. Cast Proposal O' TWINING Task Task Code Concrete Specimen Preparation Rate Code Qualification Of Cements Rate 20151 Sawing Of Specimens(Each) $ 54.00 80100 Chemical Analysis Of Portland Cement Per Standard $ 803.00 20157 Coring Of Specimens In Lab(Each) $ 54.00 Requirements(ASTM C150) 20159 Grinding Of Concrete Below 6000 psi Strength(Each) $ 97.00 80103 Physical Testing Of Portland Cement Per Standard $ 803.00 20160 Grinding Of Concrete 6000 psi Strength And Above(Each) S 118,00 Requirements{ASTM C150) 80194 Physical Testing Of Type K Cement,Mortar Expansion $ 803.00 Task Laboratory Trial Batch:Concrete.Cement (ASTM C806) Code And Mortar Rate 80195 Physical Testing And Chemical Analysis Of Portland Cement $ 1,498.00 30216 Compression Test 4"x 8"Cylinders Made And Tested In $ 63,00 Per Standard Requirements(ASTM C150) Laboratory(ASTM C192,C35) 80106 Partial Analysis Or Specific Physical Tests Quotation 30217 Compression Test 6'x 12"Cylinders Made And Tested In $ 73,00 80110 Sulfates Resistance Of Hydraulic Cement(ASTM C1012), $ 3,210.00 Laboratory(ASTM C192,C35) 6 Months 30219 6"x 6"x 18"Flexural Beams Made And Tested in Laboratory $ 150.00 80111 Sulfates Resistance Of Hydraulic Cement(ASTM C1012), $ 3,531.00 (ASTM C192,C78) 12 months 30223 Splitting Tensile Strength Cylinders Made And Tested In $ 150.00 80149 Type 1 L Cement(ASTM C595;Excludes Special Properties) $ 1,498.00 Laboratory(ASTM C192,C496) 80151 Clinker Microscopy,Per Sample $ 910.00 30225 Modulus of Elasticity Test Cylinders Made And Tested In $ 364.00 Laboratory(ASTM C192,C469) 30227 Density Of Structural Lightweight Concrete Made In $ 124.00 Task Physical Testing Of Chemical Admixtures For Laboratory,Equilibrium or Oven Dry Method(ASTM C567) Code Concrete Rate 30237 Bulk Electrical Resistivity(ASTM 01876) $ 188.00 80196 Qualification Of Admixture(ASTM C494) quotation 30201 Laboratory Trial Batch(ASTM C192/Lab Procedure Performance) $ 589.00 30203 Concrete Mixture Design For Preconstmction Evaluation And $ 34&00 Task Backup Data Development Code Evaluation Of Pozzolans And Slag Cement Rate 30205 Drying Shrinkage Up To 28 Days,Three 3'x 3"Or 4'x 4'Bars, $ 557.00 80140 Chemical Analysis Of Fly Ash Per Standard Requirements $ 803.00 Five Readings Up To 28 Dry Days(ASTM 0157) (ASTM 0618) 30230 Additional Reading,Per Set Of Three Bars $ 65.00 80143 Physical Testing Of Fly Ash Per Standard Requirements $ 803.00 30231 Storage Over Ninety(90)Days,Per Set Of $ 54.00 (ASTM 0618) Three Bars,Per Month 80146 Partial Analysis Or Specific Physical Tests Quotation 30207 Setting Time Up To 7 Hours(ASTM C403) $ 214.00 80147 Chemical Analysis And Physical Testing Of Fly Ash Per $ 1,498-00 30209 Bleeding(ASTM 0232) $ 193.00 Standard Requirements(ASTM C1618) 30229 Concrete Restrained Expansion(ASTM C078) $ 749.00 80280 Qualification Of Silica Fume Per Standard Requirements $ 1,498-00 30211 Mix,Make and Test Mortar or Grout Specimens for Compressive $ 642.00 (ASTM C1240) Strength:Set of 6(ASTM C878) 80252 Qualification Of Slag Cement Per Standard Requirements $ 1,498.00 20263 Non-Shrink Grout:Height Change After Final Set(ASTM C1090) $ 642.00 (ASTM C989) 20265 Nan-Shrink Grout:Height Change At Early Age(ASTM C827) $ 910.00 80254 Effectiveness Of Pozzolans&Slag Cement In Mitigating $ 1,498,00 30232 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) 30233 Evaluation Of Pre-Packaged Masonry Mortars{ASTM C270) $ 1,391.00 Task 30234 Creep(ASTM C512)(One Age Of Loading,12 Months $ 9,095.00 Code Mass Concrete-Enciineerl And Testing Services Rate Duration Of Testing) 80255YTherrmal Control Plan(Without Cooling Pipes)Per A Unique $ 9,000.00 80198 Laboratory Development of Strength-Maturity Curve Without $ 3,424.00 Type Of Placement Of Similar Group Of Placements,Each Plan Establishing Datum Temperature(Up To 5 Testing Ages, 80258 Thermal Control Plan(With Cooling Pipes),Per A Unique $ 10,500.00 ASTM C1074) Type Of Placement Of Similar Group Of Placements,Each Plan 80199 Laboratory Development Of Strength-Maturity Curve With $ 6,664.00 80260 Performance Based Maximum Temperature Difference $ 6,000.00 Establishing Datum Temperature(Up to 5 Testing Ages, Laboratory&Analytical Studies,One Concrete Mixture Design ASTM C1074) Task Rock And Concrete Aggregates-Petrographic Task Code Examination&Special USACE&CRD Tests Rate Code Evaluation of Mixing Water for Concrete Rate 80262 Rock Type Description.,Per Sample(Rack Core Or Rock $ 1,000.00 80246 Evaluation of Mixing Water For Concrete Per The Requirements $ 1,070.00 Chunk) Of ASTM C1602,Table 1(Physical Properties Of Mortar),Per 80263 Rock Type Description+XRD Including Clay Analysis, $ 1,50(1.00 Sample Per Sample 80248 Evaluation Of Mixing Water For Concrete Per The Requirements $ 1,284.00 80266 Natural Aggregates-Petrographic Examination(Gravel And $ 2,750.00 Of Calirans,Section 90.Per Sample Natural Sand Consisting Of Single Rock Type ASTM C295) Each,One Sample Task Concrete-Chemical Analysis,Transport Properties, 80268 Crushed Aggregates-Petrographic Examination(Crushed $ 2,750.00 Code Service Life Modeling,Petrographic Examination Rate Rock And Manufactured Sand Consisting Of Single Rock Type 80123 Acid-Soluble Chloride Analysis(ASTM 01152) $ 134.00 ASTM C295),Each,One Sample Includes Sample Prep) 80270 Coarse Aggregate Certification For Deleterious Materials Per $ 6,500.00 80126 Wafer-Soluble Chloride Analysis(ASTM C1218) $ 161.00 Specifications Of USACE,Materials Coarser Than 0.75-Inch 0ncludes Sample Prep) Each,One Sample,200 lb. 80193 Chloride Diffusion Coefficient Of Cementitious Mixtures By $ 2.996.00 80272 Coarse Aggregate Certification For Deleterious Materials Per $ 5,500.00 Bulk Diffusion(ASTM 01556) Specifications Of USACE,0.75-Inch And Finer Material,Each, 90159 Bulk Resistivity(ASTM C1876)And Formation Factor $ 696.00 One Sample,25 lb. 90204 Chloride Binding Isotherm $ 910.00 80274 Fine Aggregate Certification For Deleterious Materials Per $ 2,750-00 90296 Analytical And Experimental(ASTM C1556)Modeling Of Service $ 8,560.00 Specifications Of USACE,Each,One Sample Life Of Concrete Per Life-365 Model,Per Mixture Design 80276 Aggregate,Scratch Hardness(Cl 130),Each,One Sample, $ 500.00 80208 Analytical And Experimental(NordTest)Modeling Of Service $ 8,560.00 25 It. Life Of Concrete Per FIB Model Code 34,Per Mixture Design 80210 Non-Steady State Chloride Migration Coefficient,Norri 492 $ 669.00 Task 80212 Petrographic Examination Of Hardened Concrete,Level 1 $ 1,750.00 Code Soils And Aggregate Tests Rate (ASTM C856)(Excludes Thin Section),Par Sample 30503 Abrasion:LA Rattler(ASTM C131) $ 206.00 80129 Petrographic Examination Of Hardened Concrete,Level II $ 2,250.00 30505 Abmsiom LA Rattler(ASTM C535) $ 217.00 (ASTM C856)Includes Thin Section,Per Sample 70301 Atterbarg LimitsdPlasticity index(ASTM 04318,CTM 204) $ 165.00 80218 Petrographic Examination Of Hardened Concrete.Level It $ 3,500.00 70303 California Bearing Ratio Excluding Maximum Density $ 598.00 (ASTM C856lC1723)(Thin Section And SEMIEDX),Per Sample (ASTM D1883)Soil 80222 W/CM Determination(NordTest Build$61) $ 1,338.00 70304 California Bearing Ratio Excluding Maximum Density $ 670.00 80224 Examination Of Volumetric Proportions Of Hardened Concrete $ 535.00 (ASTM D1883)Cement-Treated Soil (ASTM C457),Per Sample 70344 Cement-Treated SoilfBase Mix Design:Includes Three Trial $ 3,605.00 80228 Air Void Analysis Of Hardened Concrete(ASTM C457), $ 750.00 Cement Contents With Three Unconfined Compressive Per Sample Strength Specimens Per Cement Content 80232 Electron Microscopy(ASTM C1723) $ 803.00 70305 Chloride And Sulfate Content(CTM 417.CTM 422) $ 180-00 80234 Paste Carbonation Analysis,Per Sample $ 266.00 30403 Clay Lumps And Friable Particles(ASTM C142) $ 210.00 80238 Insoluble Residue Analysis(ASTM C1324) Quotation 30321 Cleanness Value 1"x#4 (CTM 227) $ 180.00 80240 Alkali-Silica-Damage Rating Index(DRl),Per Sample $ 1.,338.00 30322 Cleanness Value 1,5"x.75"(CTM 227) $ 285.00 2 Twining I City of Santa Ana 33 2. Cost Proposal 'OTINIG Task Task Code Soils And Aaareaate Tests.Continued Rate _Cade Asphalt Concrete Tests,.Continued Rate 70393 Collapse Potential(ASTM D5333) $ 232,00 75040 Emulsion Residue,Evaporation(ASTM 0244) $ 1 75.00 70396 Compressive Strength Of Molded Soil-Cement Cylinders $ 109,00 75024 Extraction%Bitumen(ASTM 05307,CTM 382) $ 175.00 (ASTM D1633) 75027 Extraction°A Bitumen And Gradation(ASTM D5444,D6307, $ 240.00 70309 Consolidation Test Full Cycle(ASTM 2435,CTM 219) $ 205.00 CTM 202,382) 70311 Consolidation Test Time Rate Per Load Increment $ 47.00 75028 Extraction%Bitumen,Correction Factor(ASTM D6307, $ 385.00 (ASTM D2435,CTM 219) CTM 382) 70313 Comosivity Series Sulfate,Cl,pH,Resistivity(CTM 643, $ 253.00 75030 Chemical Extraction%Bitumen And Sieve Analysis $ 410.00 417,and 422) (ASTM D2172 Method A or B,ASTM D5444) 79315 Crushed/Fractured Particles(ASTM D5821,CTM 205) $ 180.00 75042 Lab Tested Maximum Density Hveam,3 Briquettes $ 235.00 70317 Direct Shear Test Remolded And/Or Residual(ASTM D3080) $ 255.00 (ASTM❑1561,D1188,CTM 304,308) 70319 Direct Shear Test Undisturbed-Slow[CD](ASTM D3080) $ 230.00 75057 Hveem Stabilometer Test,Premixed,3 Briquettes $ 235.00 70321 Direct Shear Test Undisturbed-Fast{CU](ASTM D3080) $ 200.00 (ASTM D1560.D1561.CTM 304,366) 70378 Durability Index Per Method-A,B,C,or D(ASTM D3744, S 220.00 75048 Lab Tested Maximum Density Marshall,3 Briquettes $ 230.00 CTM 229) (ASTM D6926,D2726) 70325 Expansion Index(ASTM D4829,UBC 18-2) $ 175.00 75049 Lab Tested Maximum Density Marshall 5"Specimen, $ 235.00 75004 Fine Aggregate Angularity(ASTM C1252,CTM 234, $ 200.00 3 Briquettes(ASTM D5581,D2726) AASHTO T304) 75050 Lab Tested Maximum Density Superpave Gyratory Compacted $ 90.00 30507 Flat And Elongated Particle(ASTM 04791) $ 250.00 Briquette,SSD.1 Briquette(ASTM 06925.02726) 30508 Flat Or Elongated Particle(ASTM D4791) $ 220.00 75052 Lab Tested Maximum Density Superpave Gyratory Compacted $ 100.00 70331 Maximum Density Methods AIBIC(ASTM D1557, $ 195.00 Briquette,Paraffin,1 Briquete(ASTM D1188,D6925) D698,CTM 216) 75051 Maximum Theoretical Specific Gravity[RICE](ASTM D2041. $ 180.00 70333 Maximum Density Check Point(ASTM D1557,D698) $ 7000 CTM 309) 70335 Maximum Density AASHTC C[Modified)(AASHTO T-180) $ 200.00 75066 Marshall Stability And Flow,Cored Sample.Each $ 90.00 70336 Maximum Index Density Vibratory Table(ASTM D4253) $ 355.00 ASTM D6927) 70337 Moisture Content(ASTM 02216,CTM 226) $ 30,00 75069 Marshall Stability And Flow,Premixed,3 Briquettes $ 255.00 70339 Moisture and Density Ring Sample(ASTM D2937} $ 30.00 (ASTM D6926.D6927) 70341 Moisture and Density Shelby Tube Sample(ASTM 02937) $ 45.00 75106 Marshall Stability And Flaw,Gyratory Compacted Specimen $. 255.00 70340 Moisture-Density Relations Of Soil-Cement Mixtures $ 285.00 Pre-Mixed,3 Briquettes(ASTM D5581,D6925) Premixed In The Field(ASTM D558) 75107 Marshall Stability And Flow 6"Specimen,Premixed, $ 255.00 70342 Moisture-Density Relations Of Soil-Cement Mixtures $ 365.00 3 Briquettes(ASTM D5561) Mixed In The Lab(ASTM 0558) 75063 Moisture Content(CTM 370) $ 90.00 70328 pH Of Soils(ASTM D4972) S 65.00 75005 Wet Track Abrasion Test(ASTM D3910) $ 185.00 70330 Organic Content Of Soils(ASTM D2974,Method A Only) S 90.00 75093 Hveem Mix Design(Excluding Aggregate Quality Tests) $ 6,000.00 30401 Organic Impurities(ASTM C40,CTM 213) S 95.00 75096 Hveem Mix Design,With RAP(Excluding Aggregate Quality $ 6,500.40 70343 Permeability(ASTM D5084) Quotation Tests,RAP Qualification) 80001 Potential Reactivity Chemical Method(ASTM C289- S 800.00 75099 Hveem Mix Design,With Lime(Excluding Aggregate Quality $ 1 OX0.O0 Discontinued Method) Tests) 70394 Potential Reactivity Mortar Bar Expansion Method, $ 990.00 75094 Hveem Mix Design Call Untreated Mix(Including $ 7,000_DO 14-Day Exposure(ASTM C1260) Aggregate Quality Tests) 70391 Potential Reactivity Mortar Bar Expansion Method. $ 1,100.00 75095 Hveem Mix Design Caltrans Lime Treated Mix(Including $ 8.000-DO 28-Day Exposure(ASTM C1260) Aggregate Quality Tests) 70398 Potential Reactivity Concrete Bar Expansion Method $ 2,995.00 75084 Marshall Mix Design(Excluding Aggregate Quality Tests) $ 6A00.00 (ASTM C1293),12 month 75087 Marshall Mix Design With RAP(Excluding Aggregate Quality $ 6,400.00 70399 Potential Reactivity Concrete Bar Expansion Method $ 3,320.00 Tests) (ASTM C121]%24 month 75090 Marshall Mix Design With Lime(Excluding Aggregate Quality $ 7,000.00 70397 Potential Reactivity of Aggregate Combination,Non-Standard $ 11175,00 Tests) Method;14-Day Exposure,Mortar(After ASTM C1567) 75083 Open Grade Asphalt Concrete Mix Design(ASTM D7064, $ 3,500.00 70392 Potential Reactivity Of Aggregate Combination,Non-Standard S 1,230.00 CTM 368) Method;28-Day Exposure,Mortar(After ASTM C1567) 75109 Superpave Mix Design(Excluding Aggregate Quality Tests) $ 12,000.00 70345 R-Value Soil(ASTM 2844,CTM 3011 $ 454,00 75113 Superpave Mix Design,With RAP(Excluding Aggregate $ 12,500.00 70347 R-Value Aggregate Base(ASTM D2844,CTM 301) $ 505.00 Quality Tests) 70349 Sand Equivalent(ASTM D2419,CTM 217) $ 121]l 76114 Superpave Mix Design With Rubber(Excluding Aggregate $ 12,500.00 10351 Sieve#200 Wash Only(ASTM D1140,CTM 202) $ 93.00 Quality Tests) 70353 Sieve With Hydrometer 314'Gravel To Clay(ASTM D422, $ 256.00 75115 Superpave Mix Design With Additives(Excluding Aggregate $ 12,700.00 D792$.CTM 203) Quality Tests) 70355 Sieve With Hydrometer Sand To Clay(ASTM D422, $ 248.00 75075 Effect Of Moisture On Asphalt Paving Mixtures,Pre-Mixed $ 1,200.00 D7928,CTM 203) (ASTM D4887,AASHTO T283) 70357 Sieve Analysis Including Wash(ASTM C136,CTM 202) $ 155.00 75111 Hamburg Wheel Track Test,20,000 Passes,4 Briquettes $ 1,300.00 70359 Sieve Analysis Without Wash(ASTM C136,CTM 202) S 125.00 (AASHTO T324) 70360 Sieve Analysis Split Sieve(ASTM C136,CTM 202) $ 250.00 75039 Raveling Test Of Cold Mixed Emulsified Asphalt(ASTM D7196) $ 225.00 70361 Sieve Analysis Without Wash With Cobbles(ASTM C135, $ 245.00 75067 Marshall Stability,Wet Set.,3 Replicates(AASHTO T245) $ 390.00 CTM 202) 75068 Marshall Stability,Dry Set,3 Replicates(AASHTO T245) $ 330.00 70363 Soundness Sodium Or Magnesium Sulfate,5 Cycles $ 464.00 75070 Cold Recycled Asphalt Mix Design 2 Gradings Each, $ 11,600.00 (ASTM C88) 3 Emulsion Content(Call LP-8) 70385 Specific Gravity And Absorption Coarse(ASTM C127, $ 105.00 CTM 206) Task 70367 Specil Gravity and Absorption Fine(ASTM C128, $ 170.00 Code Mortar And Stucco-Petrographic Examination _ Rate CTM 207) 80282 Stucco,One-Coat(ASTM 0956),Includes Thin Section), $ 2.25000 70369 SwelUSettlement Potential One Dimensional(ASTM D4546) $ 155.00 Per Sample 70371 Triaxial Quotation 80286 Stucco,Two-Coat{ASTM C856),Includes Thin Section), $ 2,500.00 70373 Unconfined Compression(ASTM D2166,CTM 221) $ 196.00 Per Sample 30317 Unit Weight Per Cubic Foot(ASTM C29,CTM 212) $ 129.00 80290 Stucco,Three-Coal(ASTM C856),Includes Thin Section), $ 3,000.9c 30319 Voids In Aggregate With Known Specific Gravity(ASTM C29, $ 129.00 Per Sample CTM 212) 80294 Mortar(ASTM C1324,Petrographic Examination And Chemical $ 3,250.00 30411 Lightweight Particles Coarse,with.Two Solutions(ASTM C123) $ 535A0 Analysis),Per Sample 30412 Lightweight Particles Fine,with One Solution(ASTM C123) $ 258,00 20807 Method of Test for Relative Mortar Strength of Portland $ 1,400.00 Task Cement Concrete Sand(CT 515) Code Brick Masonry Tests.ASTM C67 Rate 20301 Modulus Of Rupture Flexural $ 118.fl0 Task 20303 Compression Strength $ 81.00 Code Asphalt Concrete Tests Rate 20305 Absorption 5 Hour or 24 Hour $ 86,00 75031 HMA Mixing And Preparation $ 140-00 20307 Absorption(Boil)1,2 Or 5 Hours $ 11&00 75032 HMA Mixing And Preparation With Aggregate Treatment $ 196.00 20309 Initial Rate Of Absorption $ 75.00 75033 Bulk Specifc Gravity Of Compacted Sample Or Core SSD S 62.00 20311 Efflorescence $ 91.00 (ASTM D2726,CTM 308C) 20313 Cores Compression $ 97,00 75036 Bulk Specific Gravity Of Compacted Sample Or Core Paraffin $ 88.00 20315 Shear Test On Brick Cores 2 Faces $ 118,00 Coated(ASTM❑1188 and CTM 308A) 3 Twining City of Santa Ana 34 00 wo * 2. Cost Proposal *' TWINING Task Task Code Concrete Block, ASTM C140 Rate Code Metal and Steel Testing.Continued Rate 20321 Compression $ 102.00 20619 Hardness Test(ASTM E18) $ 91.00 20323 Absorption/Moisture Content/Over Dry Density $ 102.00 20630 Boll Axial Tensile Test(Up To 718"Diameter) $ 75.00 20327 Linear Shrinkage(ASTM C426) $ 295.00 20631 Bolt Wedge Tensile Test(Up To 718"Diameter) $ 91.00 20335 Web And Face Shell Measurements $ 59.00 20632 Bolt Axial Tensile Test(Greater Than 718"Up To 1"diameter) $ 97.00 20329 Tension Test S 188.00 20633 Boll Wedge Tensile Test(Greater Than 7l8'Up To 1"Diameter) $ 118.00 20331 Core Compression $ 97.00 20634 Boll Axial Tensile Test(Greater Than 1'Diameter) $ 14CA0 20333 Shear Test Of Masonry Cores 2 Faces $ 118.00 20635 Ball Wedge Tensile Test(Greater Than l'Diameter) $ 15C.00 20339 Efflorescence Tests $ 91.00 20636 Boll Proof Load Test(Up To 718") $ 102.00 20637 Boll Proof Load Test(Greater Than 718"Up To 1"Diameter) $ 124,00 Task 20638 Bolt Proof Load Test(Greater Than 1") $ 145.00 Code Masonry Prisms,ASTM C1314 Rate 20639 Nut Proof Load Test(Up To 7l8") $ 81.00 20341 Compression Test,Composite Masonry Prisms Up To 8"x 16" $ 220.00 20640 Nut Proof Load Test(Greater Than 718"Up To 1"Diameter) $ 10200 20343 Compression Test,Composite Masonry Prisms S 8"x 16" $ 295.00 20641 Nut Proof Load Test(Greater Than 1') $ 113.00 20346 Prism Cord Modulus of Elasticity $ 696.00 20347 Prism Cord Modulus Of Elasticity With Transverse Strain $ 760.00 Task. (For Double-Wyche Specimen) Code Chemical Testing Of Metal And Steel Rate 80170 Steel Chemical Analysis Quotation Task 80173 Weight Of Galvanized Coaling(ASTM A90) $ 9700 Code Mortar And Grout Rate 80175 Epoxy Coating Thickness $ 107.00 20351 Compression 2"x 4"Mortar Cylinders(ASTM C780) $ 65.00 80177 Coating Thickness $ 102.00 20353 Compression 3"x 3"x 6"Grout Prisms, Includes Trimming $ 49.00 (ASTM C1019) Task Machinina And Preparation Of Tensile And Bend 20355 Compression 2"Cubes(ASTM C109) $ 65.00 Cade Sample:Carbon Steel _ Rate 20357 Compression Cares Includes Trimming(ASTM C42) $ 97.00 20751 Machinist Initial Preparation From Mack-Up,Etc.(Per Hour) $ 156.00 20753 Sawcut To Overall Width(Per 0.5"Thickness Or Racoon $ 70.00 Task Thereof) Code Masonry.SDe6imen Preparation Rate 20755 Machine To Test Configuration Milled Specimens $ 102A0 20155 Cutting Of Cubes Or Prisms $ 81.00 20757 Machine To Test Configuration Turned Specimens(Per 0.5" $ 182.00 Thickness Or Fraction Thereof) Task 20759 Prepare Subsize Specimens(Per 0.5"Thickness Or Fraction $ 124.00 Code Fireproofing Tests _ Rate Thereof) 20401 Oven Dry Density(ASTM E605) $ 97.00 Task Task Code Charpy Impact Rate Code Gunite And Shotcrete Tests Rate 20621 Charpy Impact Ambient Temperature $ 113A0 20361 Core Compression Including Trimming(ASTM C42) $ 113.00 20623 Chsrpy Impact Reduced Temperature $ 150.00 20365 Compression Cubes(Includes Saw Cutting) $ 81.00 Task Task Concrete Roof Fill:Gvpsurn.Vermiculite.Perlite. Code Machining Of Chaney Samples:Carbon Steel Rate Code Lightweight Insulatina Concrete,Etc. Rate 20780 Cutting And Milling{Per 0-5"Or Fraction Thereof) $ 102.00 20371 Compression Test(ASTM C495 and C472) $ 81.00 20783 Final Machining To Sample Configuration $ 124.00 20373 Air Dry Density(ASTM C472) $ 70.00 20379 Oven Dry Density(ASTM C495) $ 9T.00 Task Code Prestressing Wires And Tendons. (ASTM A416) Rate Task 20701 Stress-Strain Analysis Wire Or Strands(Including Chart And S 273.00 Code Reinforcing Steel..ASTM A615.A706 Rate Percent Offset) 24561 Tensile Test#11 Or Smaller $ 81.00 20703 Tensile Test Only S 204.00 20503 Bend Test#11 Or Smaller $ 75.00 20705 Tendons Quotation 20504 Bend Test#14 Or#18 $ 428-00 20505 Tensile Test#14 $ 321,00 Task 20507 Tensile Test#18 $ 418.00 Code Polymer Matrix Composite Materials IFiberwrap) Rate 20706 Tensile Strength-Set of 5 SpecimenslBatchlDireulion $ 1,498.00 Task (ASTM D3039) Code Reinforcing Steel-Welded Or Coupled Specimens Rate 2071 Tensile Strength-Additional Specimens(ASTM D3039) $ 289.00 20521 Tensile Test Welded/Coupled#11 And Smaller $ 91.00 (ASTM D3039) 20523 Tensile Test WeldedlCoupled#14 $ 311.00 20708 Heating Chamber Time-Per 24 Hr.Period $ 107.00 20525 Tensile Test WeldedlCcuplad#18 $ 439.00 20529 Weld Macroetch $ 102.00 Task 20531 Slippage Test-Caltrans(CTM 670) $ 236.00 Code Calibration Services And Universal Machine Usage Rate 20532 Tensile Test Welded Hoops#11 And Smaller $ 182.00 20801 CalibrationlVerification Services Quotation 20803 Universal Test Machine Usage(Per Hour) $ 509.00 Task Code Metal and Steel Testing Rate Specialty Testina 20601 Tensile Strength Up To 100K Pounds(Each) $ 91.00 -Cylic And Fatigue Testing Programs On Special ProduclslParts 20603 Tensile Strength Up To 200K Pounds(Each) $ 102.00 -Engineering And Technical SupportslDesign Of Prototypes And Special Test Set-Up 20605 Tensile Strength Up To 300K Pounds(Each) $ 129.00 -FastenerlCoupling Full Testing Program Per New Regulations,Tension,TensionlBend, 20607 Tensile Strength Up To 400K Pounds(Each) $ 188.00 Shear,Double Shear,8 Compressions 20609 Tensile Strength 400K To 600K Pounds(Each) $ 428.00 -FiberglassXomposite Materials Field Testing Program(ASTM D1143 D1242, 20611 Tensile Strength Stress-Strain Percent Offset $ 268.00 D2584.D4065,D4476.D4923.D7901,D71 and D732) 20545 Weld Macroelch $ 102.00 •Field Testing Of Structures And Structural Elements 20547 Weld Fracture $ 54.00 -In-Place Shear Testing 20615 Bend Test $ 86.00 -Materials AndlOr Product Evaluation Per Specifications 20617 Flattening Test $ 86.00 -Structural Dynamic Testing And Durability Analysis General Conditions NOTE: 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. 4 Twining M City of Santa Ana 35 2. Cost Proposal " TWINING General Conditions, Continued Note 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 receive reports electronically. Minimum Charges(Inspection and Technician Personnel Only-Other Personnel Charged on Portal to Portal Basisl 2-Hour Minimum:Inspector arrives at jobsite,no work to perform 4-Hour Minimum:1 to 4 hours of inspection 8-Hour Minimum:Over 4 to 8 hours of inspection Regular Time)All Tvpes of Inspection and also All Non-Exempt Emploveesl 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 Tvpes of Inspection and also All Non-Exempt Employees) All shifts will he billed based on the time and date of their stag Any increment past 8 hours through 12 hours worked Monday through Friday and the first 12 hours on Saturday.Time and one-half will also be charged for the first four hours before 5r00 a.m.and after 5:00 p.m. Double Time)All Tvpes of InsoeGtlOn and also All Non-Exemot Emoloveesl 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 worked before 5:00 a.m.and after 5:110 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 considered the holiday. Meal Period When personnel are required by their duties to work more than five consecutive hours wilhoW a one-half hour uninterrupted meal period,one half hour at double time rate will be charged in addition to any applicable overtime for actual hours worked. Charges for Subcontracted Services Material sent to outside laboratory for testing' Cost plus 20% Material sent to outside fabricator or machine shop: Cost plus 20% Glu-Lam beam inspection: Cost plus 20% Other subcontractors: Cost plus 20% Project exclusive equipment purchase: Cost plus 20% Limit of Liability Client agrees to limit.Twining's aggregate liability to all entities for alleged or actual errors and omissions in the performance of its professional services underthis agreement to$50,000.00 or the fees actually paid to Twining,whichever amount is greater.Higher limits may be available by quotation- Additional Insurance Coverage Any 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 Pavrotl Certified payroll will be provided,upon request,at an additional charge of$150.007month. Fee applies to every month that certified payroll must be submitted regardless of whether or not services were provided for any given month. 5 Twining I City of Santa Ana 36 �►��i lo'OTWINING 2. Cost Proposal General Conditions, Continued Final Reports Required by Jurisdiction If 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 approval by 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 Pavment Fees 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 maximum legal finance charge will be added to the unpaid balance. In addition,should the client require that Invoices he submitted through a well 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 end valid. 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 all services performed shall immediately become due and payable.Customer waives any and all claims against Twining,its subsidiaries,affiliates,servants,and agents for termination of work 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-prevailing party all reasonable costs incurred,including staff time,court costs,attorneys fees and all other related expenses in such litigation.Additionally,in the event of a non-adjudicative settlement of litigation between the parties or a resolution of dispute by arbitration,that same process shall determine the prevailing party. Hold Specimens All"hold"specimens are charged at the applicable test rate whether tested or not- Specimen Samplinq and Disposal Twining samples materials used in construction in accordance with standard practices,methods,codes,and relevant project requirements.Representativeness of sampling and accuracy 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 wamanl 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.Costs for storage will be by quotation.. Oversize Specimens An extra charge will be made when test specimens require more than one person to handle because of size or weight. Elevated Work Platforms In 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 be required to supply an elevated work platform,we will contract with a qualified vendor and the markups shown above will apply. 6 Twining ! City of Santa Ana 37 m m c o 0 0 Q CL m N m m N E Q cri a) y O U t33 C p m .m L w N .m U L) 0 m o as O M �p U U U U U m 'i c 9 a a Q Q Q y a- U) d O t6 Z Z Z Z Z A U ° w U �. 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Cost Proposal " TWINING Federally Funded Projects Fee Schedule Task Task Code Equipment Usage(l Unless otherwise Noted( Rate Code Concrete Specimen Preparation Rate 95318 Skidmore $ 53.00 20151 Sawing Of Specimens(Each) $ 56.00 95309 Torque Wrench,Small $ 22.00 20157 Coring Of Specimens In Lab(Each) $ 56.00 95312 Torque Wrench,Large $ 33.00 20159 Grinding Of Concrete Below 6000 psi Strength(Each) $ 101.00 95315 Torque Multiplier $ 50.00 20160 Grinding Of Concrete 6000 psi Strength And Above(Each) $ 123.00 95321 Air Meter $ 38,00 95322 Unit Weight Bucket S 29.00 Task Laboratory Trial Batch:Concrete,Cement 95323 Field Concrete Scale $ 38.00 Code And Mortar Rate 30215 Setting time by Vicat Needle(ClSWC191) $ 250.00 95324 2"x 2"x 2'Mold $ 27,00 30216 Compression Test4"x 8"Cylinders Made And Tested In $ 66.00 95343 Nuclear Gauge(Per Hour) $ 14.00 Laboratory(ASTM C192,C35) 95319 Sand Cone Density Test Equipment $ 62-00 30217 Compression Test 6"x 12"Cylinders Made And Tested In $ 76.00 95333 Pull Test Equipment $ 77.00 Laboratory(ASTM C192,C35) 95348 ConcratelAsphalt Coring Equipment $ 749.00 30219 6"x 6'x 18"Flexural Beams Made And Tested in Laboratory $ 156.00 95336 Floor Flatness(Dipstick) $ 66.00 (ASTM C192,C78) 95330 Schmidt Hammer $ 50.00 30223 Splitting Tenslle Strength Cylinders Made And Tested In $ 156.00 95341 Vapor Emission Test kits $ 60.00 Laboratory(ASTM C192,C496) 95342 Relative Humidity Probe $ 94.00 30225 Modulus of Elasticity Test Cylinders Made And"Tested In $ 37900 95339 UPV(Ultrasonic Pulse Velocity)Meter $ 437.00 Laboratory(ASTM C192,C469) 95351 Fireproofing AdheslonlCoheslon(Per Test) $ 44.00 30227 Density Of Structural Lightweight Concrete Made In $ 129.00 95300 A Scan Ultrasonic Equipment And Consumables $ 104,00 Laboratory,Equilibrium or Oven Dry Method(ASTM C567) 95303 Magnetic Particle Equipment And Consumables $ 55,00 30237 Bulk Electrical Resistivity(ASTM C1876) $ 196.00 96306 Liquid Penetrant Consumables $ 50.00 30201 Laboratory Trial Batch(ASTM C192/Lab Procedure Performance) $ 613.00 95307 Phased Array Ullasonic Equipment(Per Hour) $ 200.00 30203 Concrete Mixture Design For Preconslruclion Evaluation And $ 360.00 95347 Ground Penetrating Radar $ 415,00 Backup Data Development 95345 Impact Echo $ 421.00 30205 Drying Shrinkage Up To 28 Days,Three 3"x 3"Or 4"x 4"Bars, $ 579.00 95362 Ultrasonic Tomography $ 546.00 Five Readings Up To 28 Dry Days(ASTM C157) 95349 Inertial Profiler(Per Hour) Quotation 30230 Additional Reading,Per Set Of Three Bars $ 68.00 95352 Borescope $ 328.00 30231 Storage Over Ninety(90)pays,Per Set Of $ 56.00 95356 Infrared Camera $ 109.00 Three Bars,Per Month 95357 Project Dedicated Vehicle $ 197.00 30207 Setting Time Up To 7 hours(ASTM C403) $ 223.00 95364 Roller Compacted Concrete Vibrating Hammer7Tamping Plate $ 87.00 30209 Bleeding(ASTM C232) $ 201.00 95367 Half-Cell Potential Equipment Set $ 421.00 30229 Concrete Restrained Expansion(ASTM C878) $ 779.00 95368 Concrete Electrical Resistivity Meter $ 197.00 30211 Mix,Make and Test Mortar or Grout Specimens for Compressive $ 668.00 95369 Field Hardness(Steel) $ 121.00 Strength:Set of 6(ASTM C878) 95370 Coating Thickness Gauge $ 173.00 20283 Non-Shrink Grout:Height Change After Final Set(ASTM C1090) $ 668.00 95373 Curing Box(Not Temperature Controlled,One-Time Feel $ $20,00 20265 Non-Shrink Grout:Height Change At Early Age(ASTM C827) $ 94600 Per Box) 30232 Cracking.Resistance,Set Of Three Rings,Laboratory Trial $ 6,899.00 95371 Temperature Control Curing Box(Per Month) $ 546.00 Batehing,Test Until Cracking Or Up To 28 Days(ASTM 1581) 95372 Temperature Matching Curing Box(Per Month) $ 623.00 30233 Evaluation Of Pre-Packaged Masonry Mortars(ASTM C270) $ 1,447.00 30234 Creep(ASTM C512)(One Age Of Loading,12 Months $ 9,45900 Task Duration Of Testing) Code SpecimenPick•Up Rate 80198 Laboratory Development of Strength-Maturity Curve Without $ 3,56100 20100 ScillAggregate Sample(Each) $ 57.00 Establishing Datum Temperature(Up To 5 Testing Ages, 20102 Standard Sample,Concrete Cylinders(Each) $ 37.00 ASTM 01074) 20101 Standard Sample:Mortar/Grout Cubes And Cores, $ 37.00 80199 Laboratory Development Of Strength-Maturity,Curve With $ 5,891.W Fireproofing.Reber,And Epoxy Prisms{Each) Establishing Datum Temperature(Up to 5 Testing Ages, 20103 Oversize Sample:Masonry Prisms And Shotorete Panels(Each) $ 98.00 ASTM C1074) 20104 Oversize Sample:Flexural Beams(Each) $ 98.00 20107 Technician For Specimen Pick-Up Not Listed Above $ 166,00 Task (Per Hour.2-Hour Minimum) Code Evaluation of Mixing Water for Concrete Rate 20109 Technician For Specimen Pick-Up Before 5:00 a.m. $ 229,00 80246 Evaluation of Mixing Water For Concrete Per The Requirements $ 1,113.00 Or After 5:00 p.m.Monday Tlr a Friday,Or All Day Saturday Of ASTM C1602,Table 1(Physical Properties Of Mortar),Per (Per Hour,2-Hour Minimum Plus Mileage) Sample 80248 Evaluation Of Mixing Water For Concrete Per The Requirements $ 1,335.00 Task Of Caltrans,Section 90,Per Sample Code Jobsite Trailer,Mobile Or On-site Laboratory Rate 95360 Portable Or Mobile Laboratory Unit Quotation Task Concrete-Chemical Analysis,Transport Properties, 95374 Jobsite Trailer,Conex,Or Equipment Storage Box Quotation Code Service Life Modeling,Petrographic Examination Rate 80121 WaterAbsorption Rate per Set(C1585) $ 2,100.00 8C123 Acid-Soluble Chloride Analysis(ASTM C1152) $ 175.00 Task Includes Sample Prep) Code Concrete Tests(Field Made Specimens) Rate a0126 Water-Soluble Chloride Analysis(ASTM C1218) $ 175.00 20201 6"x 12"Cylinder Compression Strength(ASTM C39) $ 51.00 (Includes Sample Prep) 20202 4"x 8"Cylinder Compression Strength(ASTM C39) $ 45.00 80193 Chloride Diffusion Coefficient Of Cemenbtious Mixtures By $ 3,116-00 20203 Density Of Structural Lightweight Concrete Equilibrium $ 111.00 Bulk Diffusion(ASTM C1556) Oven Dry Method(ASTM 0567) 80159 Bulk Resistivity(ASTM C1876)And Formation Factor $ 72500 20205 Core Compression Including Trimming(ASTM C42) $ 101.00 80204 Chloride Binding Isotherm $ 946-00 20207 6"x 6"x 18"Flexural Beams Not Exceeding Referenced $ 139.00 80206 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 Design 20209 Splitting Tensile Strength(ASTM C496) $ 139.00 80208 Analytical And Experimental(Nord-rest)Modeling Of Service $ 8,902.00 20211 Modulus Of Elasticity Test(ASTM C469) $ 36200 Life Of Concrete Per FIB Model Code 34,Per Mlxture Design UN03 Rapid Chloride Permeability Test:Cylinders Or Cores $ 634.00 BU210 Non-Steady State Chloride Migration Coefficient,NordTest 492 $ 696.00 (ASTM 01202) B0212 Petrographic Examination Of Hardened Concrete,Level I $ 1,75000 80006 Density,Absorption,And Voids In Hardened Concrete $ 634.00 (ASTM C856)(Excludes Thin Section),Per Sample (ASTM C642) 80129 Petrographic Examination Of Hardened Concrete,Level II $ 2.250,00 40005 Flexural Toughness(ASTM C1609,Formerly ASTM C1018) $ 1,002,00 (ASTM C$55)Includes Thin Seotion,Per Sample 40006 Double Punch Strength Of Fiber Reinforced Concrete $ 668.00 80218 Petrographic Examination Of Hardened Concrete,Level I I I $ 3,500.00 40009 Coefficient Of Thermal Expansion Of Concrete $ 724.00 (ASTM C8561C1723)(Thin Section And SEMIEDX).Per Sample (CRD 39,AASHTO T336) 80222 W/CM Determination(NordTest Build 361) $ 1,500.00 40012 Bulk Electrical Resistivity(One Age Of Testing,ASTM Of$75) $ 17900 80224 Examination Of Volumetric Proportions Of Hardened Concrete $ 550.00 8D013 Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete $ 1,113.00 (ASTM C457),Per Sample Beam(EN 14651) Twining I City of Santa Ana 40 00 I 0 2. Cast Proposal " TWINING Task Concrete-Chemical Analysis,Transport Properties,Service Task Code Life Modeling,Petrographic Examination,Contlinued Rate Code Soils And Aggregate Tests,Continued Rate 80228 Air Void Analysis Of Hardened Concrete(ASTM C457), $ 800,00 70305 Chloride And Sulfate Content(CTM 417,CTM 422) $ 18T00 Per Sample 30403 Clay Lumps And Friable Particles(ASTM C142) $ 218.00 80232 Electron Microscopy(ASTM C1723) S 1,000,00 30321 Cleanness Value 1"x#4(CTM 227) $ 187,00 80234 Paste Carbonation Analysis,Per Sample $ 25000 30322 Cleanness Value 1:5"x.75"(CTM 227) $ 296.00 80238 Insoluble Residue Analysis(ASTM C1324) Quotation 70393 Collapse Potentialdri(ASTM D5333) $ 241.00 80240 Alkali-Silica-Damage Rating Index(DRI),Per Sam pie $ 1,500.00 70396 Compressive Strength Of Molded Soil-Cement Cylinders $ 113.00 (ASTM D16i Task 70309 Consolidation Test Full Cycle(ASTM 2435,CTM 219) $ 213.00 Code Qualification Of Cements Rate 70311 Consolidation Test Time Rate Per Load Increment $ 49.00 80105 Heat of Hydration of Cemerditious Materials by $ 750,00 (ASTM D2435,CTM 219) Isothermal Calorimetry,(C17D2) 80100 Chemical Analysis Of Portland Cement Per Standard $ 836,00 Requirements(ASTM C150) 70313 Com ivity Series Sulfate,Cl,pH,Resistivity(CTM 643, $ 263.00 80103 Physical Testing Of Portland Cement Per Standard $ 835.00 417.and 422) Requirements(ASTM C150) 71 CrushedlFractured Particles(ASTM D5821,CTM 205) $ 187.00 80194 Physical Testing Of Type K Cement,Mortar Expansion $ 835.00 70317 Direct Shear Test Remolded AndfOr Residual(ASTM D3080) $ 265.00 (ASTM C806) 70319 Direct Shear Test Undisturbed-Slow[CD](ASTM 03080) S 239.00 80195 Physical Testing And Chemical Analysis Of Portland Cement $ 1,558.00 70321 Direct Shear Test Undisturbed-Fast(CU](ASTM D3080) $ 208.00 Per Standard Requirements(ASTM C150) 70378 Durability Index Per Method-A,B,C,or D(ASTM D3744, $ 229.00 90106 Partial Analysis Or Specific Physical Tests Quotation CTM 229) 80110 Sulfates Resistance Of Hydraulic Cement(ASTM C1012), $ 3,339.00 70325 Expansion Index(ASTM D4829,1 18-2) $ 182.00 6 Months 75004 Fine Aggregate Angularity(ASTM C1252,CTM 234, $ 208.00 80111 Sulfates Resistance Of Hydraulic Cement(ASTM C1012), $ 3,672.00 AASHTO T304) 12 months 30507 Flat And Elongated Particle(ASTM D4191) $ 260.00 80149 Type 1L Cement(ASTM C595;Excludes Special Properties) $ 1.491 30509 Flat Or Elongated Particie(ASTM D4791) $ 229.00 80151 Clinker Microscopy,Per Sample $ 910.00 70331 Maximum Density Methods AJa1C(ASTM D1557, IS 203.00 D698,CTM 216) Task Physical Testing Of Chemical Admixtures For 70333 Maximum Density Check Paint(ASTM D1557,D698) $ 73.00 Code Concrete Rate 70335 Maximum Density AASHTO C[Modified](AASHTO T-180) $ 206.00 80196 Qualification Of Admixture(ASTM C494) Quotation 70336 Maximum Index Density Vibratory Table(ASTM D4253) $ 3%00 70337 Moisture Content(ASTM D2216,CTM 226) $ 3LW Task 70339 Moisture and Density Ring Sample(ASTM D2937) $ $1,00 Code Evaluation Of Pozzolans And Slag Cement Rate 70341 Moisture and Density Shelby Tube Sample(ASTM D2937) $ 47.OD 80145 Method A Reactivity of SCM by Isothermal Calorimetry $ 900.00 (ASTM C 1897) 8014C Chemical Analysis Of Fly Ash Per Standard Requirements $ 035.00 70340 Moisture-Density Relations Of Soil-Cement Mixtures $ 296,00 (ASTM C618) Premixed In The Field(ASTM 0558) 00143 Physical Testing Of Fly Ash Per Standard Requirements $ 835.00 70342 Moisture-Density Relations Of Sail-Cement Mixtures $ 380.00 (ASTM C618) Mixed In The Lab(ASTM 0558) 80146 Partial Analysis Or Specific Physical Tests Quotation 70328 pH Of Soils(ASTM D4972) $ 68,00 80147 Chemical Analysis And Physical Testing Of Ry Ash Per $ 1.558.00 70330 Organic Content Of Soils(ASTM D2974,Method A Only) $ 94.00 Standard Requirements(ASTM C1618) 30401 Organic Impurities(ASTM C40,CTM 213) $ 99,00 60250 Qualification Of Silica Fume Per Standard Requirements $ 1,558.00 70343 Permeability,(ASTM 135084) Quotation (ASTM C1240) 80001 Potential Reactivity Chemical Method(ASTM C289- $ 832,00 80252 Qualification Of Slag Cement Per Standard Requirements $ 1,55800 Discontinued Method) (ASTM C989) 70394 Potential Reactivity Mortar Bar Expansion Method, $ 1,030.00 80254 Effectiveness Of Poaolans&Slag Cement In Mitigating $ 1,558,00 14-Day Exposure(ASTM C1260) Expansion Due To ASR(ASTM C441) 70391 Petential Reactivity Mortar Bar Expansion Method, $ 1,144.00 28-Day Exposure(ASTM 01260) Task 70398 Potential Reactivity Concrete Bar Expansion Method $ 3,115.00 Code Mass Concrete-Engineering And Testing Services Rate (ASTM C1293),12 month 80256 Thermal Control Plan(Without Cooling Pipes)Per A Unique $ 9,360,00 70399 Potential Reactivity Concrete Bar Expansion Method. $ 3,453.00 Type Of Placement Of Similar Group Of Placements,Each Plan (ASTM C1293),24 month 80258 Thermal Control Plan(With Cooling Pipes),Per-A Unique $ 10,921 70397 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) 80260 Performance Based Maximum Temperature Difference $ 6,240.00 70392 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) 70345 R-Value Soil(ASTM 2844,CTM 301) $ 472.00 Task Rock And Concrete Aggregates-Petrographic 70347 R-Value Aggregate Base(ASTM D2844,CTM 301) $ 525-00 Code Examination&Special USACE&CRC Tests Rate 70349 Sand Equivalent(ASTM D2419,CTM 217) $ 134,00 80262 Rack Type Description,Per Sample(Rock Core Or Rock $ 1,000.00 70351 Sieve#200 Wash Only(ASTM D1140.CTM 202) $ 97,00 Chunk) 70353 Sieve With Hydrometer 3f4"Gravel To Clay(ASTM D422, $ 268.00 80263 Rock Type Description+XRD Including Clay Analysis, $ 1,500.00 D7928,CTM 203) Per Sample 70355 Sieve With Hydrometer Sand To Clay(ASTM 0422, $ 258,00 80266 Natural Aggregates-Petrographic Examination(Gravel And $ 2,750.00 D7928,CTM 203) Natural Sand Consisting Of Single Rock Type ASTM C295) 70357 Sieve Analysis Including Wash(ASTM C136,CTM 202) $ 161 Each,One Sample 70559 Sieve Analysis Without Wash(ASTM C131 CTM 202) $ 130.00 80268 Crushed Aggregates-Petrographic Examination(Crushed $ 2,760.00 70360 Sieve Analysis Split Sieve(ASTM C136,CTM 202) $ 260.00 Rock And Manufactured Sand Consisting Of Single Rock Type 70361 Sieve Analysis Without Wash With Cobbles(ASTM C136, $ 255.00 ASTM C295),Each,One Sample CTM 202) 60270 Coarse Aggregate Certification For Deleterious Materials Per $ 6500.00 70363 Soundness Sodium Or Magnesium Sulfate.5 Cycles $ 483.00 Specifications Of USAGE,Materials Coarser Than 0.75-Inch (ASTM C88) Each,One Sample,200 lb. 70365 Specific Gravity And Absorption Coarse(ASTM C127, $ 109.00 80272 Coarse Aggregate Certification For Deleterious Materials Per $ 5.500.00 CTM 205) Specifications Of USACE,0.76-Inch And Finer Material,Each. 70367 Specific Gravity and Absorption Fine(ASTM C128, $ 17T()0 One Sample,251b. CTM 207) 50274 Fine Aggregate Certification For Deleterious Materials Per $ 2,750.00 70369 Swell/Settlement Potential One Dimensional(ASTM U4546) $ 161.00 Specifications Of USAGE.Each,One Sample 70371 Triaxial Quotation 80276 Aggregate,Scratch Hardness(CRD-C 130),Each,One Sample, $ 525.00 70373 Unconfined Compression(ASTM D2166,CTM 221) $ 204.00 2516. 30317 Unit Weight Per Cubic Foot(ASTM C29,CTM 212) $ 134.00 30319 Voids In Aggregate With Known Specific Gravity(ASTM C29, $ 134.00 Task CTM 212) Code Soils And Aggregate Tests Rate 30411 Lightweight Panicles Coarse,with Two Solutions(ASTM C123) $ 556.00 80144 Relative Mortar Strength of Concrete Sand(CTM 515) $ 1,300.00 30503 Abrasion:LA Rattler(ASTM 0131) $ 21400 30412 Lightweight Panicles Fine,with One Solution(ASTM C123) $ 268.00 30505 Abrasion:LA Rattler(ASTM C536) $ 226.00 20807 Method of Test for Relative Mortar Strength of Portland $ 1,456-00 70301 AOerberg LimilslPlasticity Index(ASTM D4318,CTM 204) $ 170.00 Cement Concrete Sand(CT 515) 70303 California Bearing Ratio Excluding Maximum Density $ 622.00 (ASTM D1883)Soil Task 7(1 California Bearing Ratio Excluding Maximum Density $ 69TI Code Asphalt Concrete Tests Rate (ASTM Di 883)Cement-Treated Soil 75031 HMA Mixing And Preparation $ 146.00 70344 Cement-Treated SoillBase Mix Design:Includes Three Trial $ 3.750.00 75032 HMA Mixing And Preparation With Aggregate Treatment $ 204.00 Cement Contents With Three Unconfined Compressive Strength Specimens Per Cement Content 2 Twining ► City of Santa Ana 41 2. Cost Proposal " TWINING Task Task Code Asphalt Concrete Tests,Continued Rate Code Concrete Block, ASTM C14D _ Rate 75033 Bulk Specific Gravity Of Compacted Sample Or Care SSD $ 80.00 20321 Compression - $ 106.00 (ASTM 02726,CTM 308C) 20323 AbsorptionlMoisture CententlOven Dry Density $ 106.00 76036 Bulk Specific Gravity Of Compacted Sample Or Core Paraffin $ 80.00 20327 Linear Shrinkage(ASTM C425) $ 307.00 Coated(ASTM D1188 and CTM 308A) 20335 Web And Face Shell Measurements $ 61.00 76040 Emulsion Residue,Evaporation(ASTM D244) $ 182.00 20329 Tension Test $ 195.00 75024 Extraction%Bitumen(ASTM D6307,CTM 382) $ 182.00 20331 Core Compression $ 101.W 75027 Extraction%Bitumen And Gradation(ASTM D5444,D6307, $ 250.00 23333 Shear Test Of Masonry Cores 2 Faces $ 123.00 CTM 202,382) 20339 Efflorescence Tests $ 95.00 76028 Extraction%Bitumen,Correction Factor(ASTM Di $ 4e0.00 CTM 382) Task 75030 Chemical Extraction%Bitumen And Sieve Analysis $ 426.00 Code Masonry Prisms,ASTM C1314 Rate (ASTM D2172 Method A or B,ASTM D5444) 20341 Compression Test Composite Masonry Prisms Up To 8"x 16" $ 229.00 75042 Lab Tested Maximum Density Hveem,3 Briquettes $ 244.00 20343 Compression Test,Composite Masonry Prisms a 8'x 16" $ 307.00 (ASTM D1561,D1188.CTM 304,308) 20346 Prism Cord Modulus of Elasticity $ 724.00 75057 Hveem Stabilometer Test,Premixed,3 Briquettes $ 244.00 20347 Prism Cord Modulus Of Elasticity With Transverse Strain $ 790.00 (ASTM D1560,01561.CTM 304,366) {Far Double-Wyche Specimen) 75048 Lab Tested Maximum Density Marshall,3 Briquettes $ 244.00 (ASTM D6926,02726) Task 75049 Lab Tested Maximum Density Marshall 6"Specimen, $ 244.00 Code Mortar And Grout Rate 3 Briquettes(ASTM D5581,D2726) 20351 Compression 2"x 4"Mortar Cylinders(ASTM C780) $ 68.00 75050 Lab Tested Maximum Density Superpave Gyratory Compacted $ 100.00 20353 Compression 3"x 3"x 6'Grout Prisms, Includes Trimming $ 51.00 Briquette,SSD,1 Briquette(ASTM D6925,D2726) (ASTM C1019) 75052 Lab Tested Maximum Density Superpave Gyratory Compacted $ 100.00 20355 Compression 2"Cubes(ASTM C109) $ 68.00 Briquette,Paraffin,1 Briquette(ASTM D1188,1 20357 Compression Cores Includes Trimming(ASTM C42) $ 101.00 75051 Maximum Theoretical Specific Gravity[RICE]{ASTM D2041, $ 187.00 CTM 309) Task 75066 Marshall Stability And Flaw,Cored Sample,Each $ 94.00 Code Masonry Specimen Preparation Rate ASTM D6927) 20155 Culling Of Cubes Or Prisms $ 84.00 75D69 Marshall Stability And Flow,Premixed,3 Briquettes $ 265.00 {ASTM D6926,D6927) Task 75106 Marshall Stability And Flow,Gyratory Compacted Specimen $ 255.00 Code Fireproofing Tests Rate Pre-Mixed,3 Briquettes(ASTM D5581,D6925) 20401 Oven Dry Density(ASTM E605) $ 101.00 75107 Marshall Stability And Flow 6"Specimen,Premixed, $ 265.00 3 Briquettes(ASTM D5581) Task 75063 Moisture Content(CTM 370) $ 94.00 Code Gunite And Shotcrete Tests Rate 75005 Wet Track Abrasion Test(ASTM 63910i S 192.00 20361 Core Compression Including Trimming(ASTM C42) $ 11800 75093 Hveem Mix Design(Excluding Aggregate Quality Tests) $ 6,24000 20365 Compression Cubes(Includes Saw Cutting) $ 84.00 75096 Hveem Mix Design,With RAP(Excluding Aggregate Quality $ 6,760.00 Tests,RAP Qualificaticn) Task Concrete Roof Pill:Gypsum,Veitan culite,Perlits, 75099 Hveem Mix Design,With Ume(Excluding Aggregate Quality $ 10,400.00 Code Lightwelght Insulating Concrete,Etc. Rate Tests) 20371 Compression Test(ASTM C495 and C472) $ 84.00 75094 Hveem Mix Design Caltrans Untreated Mix(including $ 7,281 20373 Air Dry Density{ASTM C472) $ 73.00 Aggregate Quality Tests) 20379 Oven Dry Density(ASTM C495) $ 101.00 75095 Hveom Mix Design Caltrans Lime Treated Mix(Including $ 8,320,00 Aggregate Quality Tests) Task 75084 Marshall Mix Design(Excluding Aggregate Quality Tests) $ 6,240,00 Code Reinforcing Steel"ASTM A615.A706 Rate 76087 Marshall Mix Design With RAP(Excluding Aggregate Quality $ 6,656,00 20501 Tensile Test#11 Or Smaller $ 84.00 Tests) 20503 Bend Test#11 Or Smaller $ 78.00 75060 Marshall Mix Design With Lime(Excluding Aggregate Quality $ 7.280,C0 20504 Bend Test#t4 Or#18 $ 445.0C Tests) 20505 Tensile Test#14 $ 334.00 75083 Open Grade Asphalt Concrete Mix Design(ASTM D7064, $ 3,640.00 20507 Tensile Test#18 $ 435.00 CTM 368) 75109 Superpave Mix Design([Excluding Aggregate Quality Tests) $ 12,480.00 Task 75113 Superpave Mix Design,With RAP(Excluding Aggregate $ 13,000.00 Code Reinforcing Steel"Welded Or Coupled Specimens Rate Quality Tests) 20521 Tensile Test WeldedlCoupled#11 And Smaller $ 95-00 75114 Superpave Mix Design With Rubber(Excluding Aggregate $ 13,000.00 20523 Tensile Test WeldedlCoupled#14 $ 323.01 Quality Tests) 20525 Tensile Test WeldedlCoupled#18 $ 457.00 75115 Superpave Mix Design With Additives(Excluding Aggregate $ 13.208-00 20529 Weld Macroetch $ 106.00 Quality Tests) 20531 Slippage Test-Caltrans(CTM 670) $ 245.00 75075 Effect Of Moisture On Asphalt Paving Mixtures,Pre-Mixed $ 1,248.00 20532 Tensile Test Welded Hoops#11 And Smaller $ 189.00 (ASTM D4867 AASHTO T283) 75111 Hamburg Wheel Track Test,20.000 Passes.4 Briquettes $ 1.352.00 Task (AASHTO T324) Code Metal and Steel Testing _Rate 75039 Raveling Test Of Cold Mixed Emulsified Asphalt(ASTM D7196) $ 234.00 20601 Tensile Strength Up To 100K Pounds(Each) $ 95A0 75067 Marshall Stability,Wet Set,3 Replicates(AASHTO T245) $ 406.00 206C3 Tensile Strength Up To 200K Pounds(Each) $ 105.00 75068 Marshall Stability,Dry Set,3 Replicates(AASHTO T245) S 343.00 20605 Tensile Strength Up To 300K Pounds(Each) $ 134.00 75070 Cold Recycled Asphalt Mix Design 2 Gradings Each, $ 12,054.00 20607 Tensile Strength Up To 400K Pounds(Each) $ 196.00 3 Emulsion Content(Caltrans LP-8) 20609 Tensile Strength 400K To 600K Pounds(Each) $ 445.00 20611 Tensile Strength Stress-Strain Percent Offset $ 279.00 Task 20545 Weld Macroetch $ 106.00 Code Mortar And Stucco-Petrographic Examination Rate 20547 Weld Fracture $ 56.00 80282 Stucco,One-Goal(ASTM C856),Includes Thin Section), $ 2,250.00 20615 Bend Test $ 89.00 Per Sample 20617 Flattening Test $ 89.00 80286 Stucco,Two-Coat(ASTM C856),Includes Thin Section), $ 2,500.00 20619 Hardness Test(ASTM F16) $ 95.00 Per Sample 20630 Bolt Axial Tensile Test(Up To 718'Diameter) $ 78-00 80290 Stucco,Three-Coal(ASTM C856).Includes Thin Section), $ 3.00000 20531 Bolt Wedge Tensile Test(Up To 718"Diameter) $ 95.00 Per Sample 2D632 Bolt Axial Tensile Test(Greater Than 716"Up To 1"diameter) $ 95.00 80294 Mortar(ASTM C1324,Petrographic Examination And Chemical $ 3,250.00 20633 Bolt Wedge Tensile Test(Greater Than 718"Up To 1'Diameler) $ 123.00 Analysis),Per Sample 20534 Bolt Axial Tensile Test(GreaterThan l"Diameter) $ 146.00 20635 Bolt Wedge Tensile Test(Greater Than 1"Diameter) $ 156.00 Task 20636 Bolt Proof Load Test(Up To 7fB") $ 106.00 Code Brick Masonry Tests ASTM C67 Rate 20637 Bolt Proof Load Test(Greater Than 718"Up To 1"Diameter) $ 129.00 70301 Modulus Of Rupture Flexural $ 123,00 20638 Bolt Proof Load Test(Greater Than 1") $ 151.00 20303 Compression Strength $ 84,00 20639 Nut Proof Load Test(Up To 718") $ 84.00 20305 Absorption 5 Hour or 24 Hour $ 89,00 20640 Nut Proof Load Test(Greater Than 7W Up To 1"Diameter) $ 106.00 20307 Absorption(Bail)1,2 Or 5 Hours $ 123,00 20641 Nut Proof Load Test(Greater Than t") $ 118-00 20309 Initial Rate Of Absorption $ 78.00 20311 Efflorescence $ 95.00 20313 Cores Compression $ 101-00 20315 Shear Test On Brick Cores 2 Faces $ 123-00 Twining I City of Santa Ana 42 2. Cost Proposal V- �0 " TWININ Task Task Code Chemical Testing Of Metal And Steel Rate Code Polymer Matrix Composite Materials(Fiberwrap) Rats 8o170 Steel Chemical Analysis Quotation 20706 Tensile Strength—Set of 5 SpecimenslEatchlDirection $ 1,558.00 80173 Weight Of Galvanized Coating(ASTM A90) $ 101100 (ASTM 03039) 80176 Epoxy Coating Thickness $ 111_DO 20707 Tensile Strength—Additional Specimens(ASTM D3039) $ 301.00 80117 Coaling Thickness $ 106,00 (ASTM 03039) 20708 Heating Chamber Time—Per 24 Hr.Period $ 111.00 Task Mach'[ning And Preparation Of Tensile And Bend Code Sample:Carbon Steel Rate Task 20751 Machinist Initial Preparation From Mock-Vp.Etc,(Per Hour) $ 162,00 Co_de..__.Calibration Services And Universal Machine Usage Rate 20763 Sawcut To Overall Width(Per 0.5"Thickness Or Fraction $ 73.00 20801 CalibradonNeriflcatlan Services Quotation Thereof) 20803 Universal Test Machine Usage(Per Hour) $ 529.00 20755 Machine To Test Configuration Milled Specimens $ 106.00 20757 Machine To Test Configuration Turned Specimens(Per 0.5" $ 189.00 Specialty Testing Thickness Or Fraction Thereof) -Cylic And Fatigue Testing Programs On Special PrWuotalParts 20759 Prepare Subsize Specimens(Per 05'Thickness Or Fraction $ 129.00 -Engineering And Technical Supportsf0esign Of Prototypes And Special Test Set-Up Thereof) -FastenerlCoupling Full Testing Program Per Now RegulaEions:Tension,TensionMend, Shear,Double Shear,8 Compressions Task -FibarglassrComposite Materials Field Testing Program(ASTM D1143 D1242, Code Charily Impact - Rate D2584,D4065,04478,04923,07901,07921,and 0732) 20621 Cherry Impact Ambient Temperature $ 118.00 -Field Testing Of Structures And Structural Elements 20623 Charpy impact Reduced Temperature $ 156.00 -In-Place Shear Testing -Materials And/Or Product Evaluation Per Specifications Task -Structural Dynamic Testing And Durability Analysis Code Machining Of Charpv Samples:Carbon Steel Rate 20780 Cutting And Milling(Per 0.5"Or Fraction Thereof) $ 106.00 20783 Final Machining To Sample Configuration $ 129.00 Task Code Prestressing Wires And Tendons, (ASTM A416) Rate 20701 Sirens-Strain Analysis Wire Or Strands(Including Chart And $ 294.00 Percent Offset) 20703 Tensile Test Only $ 212;00 20705 Tendons Ouctation Twining I City of Santa Ana 43 EXHIBIT D Consultant shall procure and maintain for the duration of the agreement, and for 5 years thereafter, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by Consultant, its agents, representatives, employees, and sub-contractors. MINIMUM SCOPE AND LIMIT OF INSURANCE Coverage shall be at least as broad as: • Commercial General Liability(CGL): Insurance Services Office Form CG 00 01 covering CGL on an "occurrence" basis, including products and completed operations, property damage, bodily injury and personal &advertising injury with limits no less than$3,000,000 per occurrence and $6,000,000 aggregate. • Automobile Liability (AL): Insurance Services Office Form CA 00 01 covering Code 1 (any auto), with combined single limit no less than $1,000,000. • Workers' Compensation (WC): as required by the State of California, with statutory limits, and Employer's Liability Insurance with limit of no less than $1,000,000 per accident, per employee, per policy for bodily injury or disease. Consultant attests that its workers' compensation coverage extends to all persons who will be working wit the City under the agreed scope of services. • Professional liability (Errors & Omissions (PL): with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 aggregate. These requirements shall not in any way act to reduce coverage that is broader or includes higher limits than the minimums shown above. If Consultant maintains broader coverage and/or higher limits than the minimums shown above, City shall be entitled to the broader coverage and/or the higher limits maintained by Consultant. Insurance provided under this contract shall not contain any restrictions or limitations which are inconsistent with City's rights under this contract. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions: 1. City of Santa Ana, its City Council, officers, officials, employees, agents, and volunteers are to be covered as additional insureds on Consultant's CGL and AL policies with respect to liability arising out of work operations performed by or on behalf of the Consultant including materials, parts, equipment, and personnel furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of Consultant. Additional insured status can be provided in the form of an endorsement to Consultant's insurance. 2. For any claims related to this contract, Consultant's insurance coverage shall be primary insurance coverage as respects City of Santa Ana, its City Council, officers, officials, employees, agents, or volunteers. Any insurance or self-insurance maintained by City, its City Council, officers, officials, employees, agents, or volunteers shall not contribute with it. 3. A severability of interest provision must apply for all the additional insureds, ensuring that Consultant's insurance shall apply separately to each insured against whom a claim is made or suit is brought, except with respect to the insurer's limits of liability. 4. Consultant hereby grants City a waiver of subrogation which any insurer of said Consultant may acquire against City, its City Council, officers, officials, employees, agents, and volunteers by virtue of the payment of any loss under Consultant's CGL, AL, WC, and PL policies. Consultant agrees to obtain any endorsement(s) that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether City has received a waiver of subrogation endorsement from any insurer(s).. 5. Each insurance policy required herein shall provide that coverage shall not be canceled, suspended, voided, reduced in coverage or in limits, non-renewed by the carrier, or materially changed except after thirty (30) days prior written notice has been given to City and ten (10) days prior written notice shall be provided to City for policy cancellation or non-renewal due to nonpayment. 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 ANII, 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 subcontractors. Verification of Coverage Consultant shall furnish City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to Entity before work begins. However,failure to obtain the required documents prior to the work beginning shall not waive Consultant's obligation to provide them. City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. Subcontractors Consultant shall require and verify that all sub-contractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that City is an additional insured on insurance required from sub-contractors. For CGL coverage, sub-contractors shall provide coverage with a form at least as broad as CG 20 38 04 13. Failure to Maintain Insurance Coverage If Consultant for any reason fails to maintain insurance coverage which is required pursuant to this contract, the same shall be deemed a material breach of contract. City may, at its sole option, terminate this contract at anytime 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. AC DATE(MM1DDfYYVY) �� CERTIFICATE OF LIABILITY INSURANCE 718/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Thi Grinwald AssuredPartners Design Professionals Ins. Svc. LLC PHONE FAx 1325 4th Ave, Suite 2100 Ar N Ex :714-427-3481 A c No): Seattle WA 98101 ADDRIESS: Ce rtsD esig nPro AssuredPartners.com INSURERS AFFORDING COVERAGE NAIL# License#:6003745 INSURER A:Hartford Fire Insurance Company 19682 INSURED TWINING-01 INSURERB: Hartford Casualty Insurance Company 29424 Twining, Inc. 4811 Airport Plaza Drive, Suite 220 INSURERC: HARTFORD INSURANCE COMPANY 38288 Lang Beach CA 90815 INSURERD:Sirius Point Insurance Company 38776 INSURER E:Travelers Casualty and Surety Cc of America 31194 INSURER F r COVERAGES CERTIFICATE NUMBER:1609873969 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HLREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMiTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT ADDLPOLICY R TYPE OF INSURANCE WVD POLICY NUMBER MMfDDIYYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y 57UUN0K8H2F 2/112026 2/1/2027 LACHOCCURRENCE $1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $300,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY FTI PRO- a LOC PRODUCTS-COMP/OP AGG $2,000,000 _ OTHER: $ A AUTOMOBILE LIABILITY Y Y 57UENOZ0037 21112026 2/1/2027 COMBINED SINGLE LIMIT $1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident B X UMBRELLA LIAB X OCCUR Y Y 57XHUOK8H2R 2/1/2026 2/1/2027 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED I X I RETENTION $ C WORKERS COMPENSATION Y 57WEOK8H18 211/2026 2/1/2027 X STATUTE ERH AND EMPLOYERS"LIABILITY Y I N ANYPROPRIETORIPARTNERIEXECUTIVE EL,EACH ACCIDENT $1,000,000 OFFICERIMEMBEREXCLUE N f A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 11 yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Professional Liab&Poll.Liab Y 108418137 2/1/2026 2/112027 per claimlagg $2,000,000 D Excess Professional Liability PROVXS000000802 2/1/2026 21112027 per claimlagg $3,000,000 Claims Made Form See NOTE DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The General Liability policy does not contain exclusions or limitations for Residential Operations.The following policies are included in the underlying schedule of insurance for umbrella/excess liability: General LiabititylAuto Liability/Employers Liability. "NOTE:Professional Liability includes Pollution Liability for a total of$2,000,000 per claimlAgg. Prof.Liability Excess is in additson to Professional Liability$3,000,000=total$5,000,000/$5,ODD,000 per ClaimlAgg.See page 2 of 22 on blanket GL policy form HG 00 01 09 16 which states Contractual Liability applies. See page 2 of 5 on the blanket Auto policy Form HA 99 16 12 21 which states Primary non-contributory applies. RE:Proposal#26-0939,On-Call Material Testing and Special Inspection Services RFP No.26-059A Local. City of Santa Ana,its City Council,officers,officials,employees,agents,and volunteers are named as an additional insured as respects general liability and auto liability as required per written contract.General Liability and Auto Liability are Primary/Non-Contributory per policy form wording. Insurance coverage See Attached... CERTIFICATE HOLDER APPROVED CANCELLATION 30 Day Notice of Cancellation By Tv Trar1 Nguyen at ta;15 am,Jul 10,2(]26 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Santa Ana 20 Civic Center Plaza AUTHORI EDREPRESENTATIVE Santa Ana CA 92701 a OO 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD