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AGREEMENT WITH KLEINFELDER, INC. TO PROVIDE
ON-CALL WATER RESOURCES ENGINEERING SERVICES
THIS AGREEMENT is made and entered into on this 18TH day of February, 2025 by and between Kleinfelder, Inc., a California corporation (“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 June 25, 2024, the City issued Request for Proposals No. 24 -083, by which it sought Consultants to provide on-call water resources engineering services on behalf of the City of Santa Ana’s Public Works Agency.
B. Consultant submitted a responsive proposal that was among th ose 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. 24 -083 and attached as Exhibit A .
Consultant’s proposal shall be incorporated by reference as t hough fully attached here to this Agreement.
C. Consultant was selected as one of nine (9) vendors which qualified for this engagement.
Only those consultants approved by the City Council on February 18, 2025 shall be eligible to be engaged by the City for these services.
D. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional consulting firm in the field.
NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows:
1. SCOPE OF SERVICES
On an on-call basis, and the City’s sole discretion, Consultant shall perform during the term of this Agreement, the tasks and obligations including all labor, materials, tools, equipment, and incidental customary work required to fully and adequately complete the services described and set forth in Scope of Services - Exhibit A, attached hereto and incorporated by reference.
2. COMPENSATION
a. City neither warrants nor guarantees any minimum or maximum compensation to Consultant shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit B. Consultant is one of nine (9) consultants selected under RFP 24-083. The total compensation for these services provided by all such cons ultants selected under RFP 24 -083 shall not exceed the shared aggregate amount of Two Million Dollars ($2,000,000) during the term of the Agreement, EXHIBIT 6
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including any extension periods.
b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. City and Consultant agree that all payments due and owing under this Agreement shall be made through Automated Clearing House (ACH) transfers. Consultant agrees to execute the City’s standard ACH Vendor Payment Authorization and provide required documentation. Upon verification of the data provided, the City will be authorized to deposit payments directly into Consultant’s account(s) with financial institutions.
Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals which may reasonably be expected by City.
3. TERM
This Agreement shall commence on the date first written above for a three (3) year term with the option for the City to grant up to two (2) one (1) year renewals, exercisable by a writing by the City Manager and the City Attorney, unless terminated earli er in accordance with Section 15, below.
4. INDEPENDENT CONTRACTOR
Consultant shall, during the entire term of this Agreement, be construed to be an independent Consultant 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 relationsh ip, 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.
5. 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 sub contractor prepares under this Agreement.
Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk.
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6. INSURANCE
Prior to undertaking performance of work under this Agreement, Consultant shall maintain and shall require any subcontractors to obtain and maintain insurance as described below for the entire Term of this Agreement against claims for injuries to persons or damage to property which may arise from or in connection with services, products and materials supplied to City. Total cost of such insurance shall be borne by Consultant.
MINIMUM SCOPE AND LIMIT OF INSURANCE
1. Commercial General Liability (CGL) : Insur ance Services Office Form CG 00 01covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence and $4,000,000 aggrega te. Required policy limits can be met with primary and umbrella/excess insurance policies.
2. Automobile Liability: Insurance Services Office Form CA 00 01 covering Code 1 (any auto), with limits no less than $1,000,000 combined single limits. In the event C onsultant does not maintain commercial automobile liability insurance, City will accept evidence of personal automobile insurance.
3. Workers’ Compensation: 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, policy or employee, for bodily injury or disease. Coverage is not required if Consultant has no employees and signs request to waive such insurance.
4. Professional Liability Insurance: with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 aggregate.
If Consultant maintains broader coverage and/or higher limits than the minimum requirements for each line of coverage shown above, City requires and shall be entitled to the broader coverage and/or the higher limits maintained by Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.
Other Insurance Provisions
The above required insurance policies are to contain or be endorsed to contain the following provisions:
1. City, its City Council, its officers, officials, employees, agents, and volunteers are to be covered as additional insureds, under Consultant’s CGL, Professional Liability, and Automobile Liability policies, with respect to any liability arising out of work or operations performed by or on behalf of the Instructor including materials, parts, eq uipment, and personnel furnished in connection with such work or operations.
2. Consultant’s Insurance company(ies) agrees to waive all rights of subrogation against City, its City Council, its officers, officials, employees, agents, and volunteers for losses paid
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under the terms of any policy which arise from work performed by Consultant under this Agreement.
3. For any claims related to this contract, Consultant’s insurance coverage shall be primary and any insurance maintained by City, its City Council, its officers, officials, employees, agents, or volunteers shall not contribute with it.
4. 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.
5. Insurance policies required herein shall provide that coverage shall not be canceled, suspended, voided, reduced in coverage or in limits, non -renewed by the carrie r, or materially changed except after thirty (30) days prior written notice has been given to City.
Ten (10) days prior written notice shall be provided to City for policy cancellation or non- renewal due to non-payment of premium.
6. Certificate Holder on each Evidence of Insurance certificate shall be: City of Santa Ana, Attention: Public Works Agency, 20 Civic Center Plaza (M -21), Santa Ana, CA 92701.
The name and location of project must be included in the Description of Operations section of each certificate.
Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. The City may require the 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.
Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the State of California with a current A.M. Best rating of no less than A:VII, unless otherwise acceptable to City.
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 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, ce rtified copies of all required insurance policies, including endorsements required by these specifications, at any time.
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.
7. INDEMNIFICATION
Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may aris e from the
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negligent operations of the Consultant, its subcontractors, agents, employees, or other persons acting on its behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The 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 out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant.
8. INTELLECTUAL PROPERTY INDEMNIFICATION
Consultant shall defend and indemnify the City, its officers, agents, representatives, and employees against any and all liability, including costs, for inf ringement of any United States’ letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by Consultant to the City pursuant to this Agreement.
9. 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.
10. 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
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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.
11. CONFLICT OF INTEREST CLAUSE
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.
12. NON-DISCRIMINATION
Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations.
13. EXCLUSIVITY AND AMENDMENT
This Agreement represents the complete and exclusive statement between the City and Consultant, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which is not embodied herein.
14. 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.
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15. 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(s) completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate.
b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement.
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. 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 p arties 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.
18. PROFESSIONAL LICENSES
Consultant shall, throughout the term of t his 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.
19. 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:
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To City:
City Clerk
City of Santa Ana
20 Civic Center Plaza (M-30)
P.O. Box 1988
Santa Ana, CA 92702-1988
With courtesy copies to:
Executive Director, Public Works Agency
City of Santa Ana
20 Civic Center Plaza (M-21)
P.O. Box 1988
Santa Ana, California 92702
To Consultant:
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.
20. 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 reasonab le 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.
[signature page to follow]
Kleinfelder, Inc.
Attn: Danny Hanna, Project Manager/Principal Agent
21515 Hawthorne Blvd., Ste. 590
Torrance, CA 90503
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written.
ATTEST: CITY OF SANTA ANA
Jennifer L. Hall Alvaro Nuñez
City Clerk City Manager
APPROVED AS TO FORM:
SONIA R. CARVALHO KLEINFELDER, INC.
City Attorney
By:
Kyle Nellesen
Assistant City Attorney (title)
Tax ID#
RECOMMENDED FOR APPROVAL:
Nabil Saba, P.E.
Executive Director
Public Works Agency
Danny Hanna, PE
Project Manager/Principal Agent
Nabil Saba
Digitally signed by
Nabil Saba
Date: 2025.01.29
13:33:59 -08'00'
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EXHIBIT A
SCOPE OF SERVICES
CITY OF SANTA ANA
EXHIBIT I - 1
Contractor/Consultant shall perform services as set forth below.
INTRODUCTION/BACKGROUND
The City of Santa Ana intends (City) to select several qualified firms to provide professional services for a variety of projects and program s on an as-needed or “on-call” basis. Each firm selected will enter into a Professional Services Agreement to provide such services. Throughout the term of the Professional Services Agreement, the City may request task order proposals for individual projects and/or programs as the need for such services arises. The task order proposal fee shall be based on the hourly rates provided by the firm in response to this RFP.
If a task order proposal is selected, a Notice-to-Proceed will be issued based on an agreed-upon specific scope of services and fee for that task order. The firm may utilize in-house staff and/or sub-consultants to complete each task order. For specialized work for which the prime consultant shall require a sub-consultant , the prime consultant shall serve as an administrative liaison between the City a nd the sub-consultant, and include these administrative costs in their proposed project management fees.
Prime consultant mark-ups for sub-consultant work will not be allowed.
SCOPE OF SERVICES
Provide professional engineerin g services for planning, desi gn, and construction support for domestic water, recycled water, sanitary sewer, storm sewer, and related facility projects.
In general, each task order shal l include, at minimum, th e following project management services:
Project Schedule
Create schedules with the critical milestones for the major tasks involved in a project.
Update the schedule monthly, or more often, as required by the City. Schedules shall be submitted in PDF format unless other format is requested by the City. Meetings
Attend meetings and/or job walks, as r equested by the City. Prepare meeting agendas and meeting minutes.
EXHIBIT I
SCOPE OF SERVICES
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Monthly Project Status Report
Prepare Monthly Project Status Reports that show an accurate accountability of work effort rendered and a continuous appraising and monitoring of both work progress and financial conditions on a project.
The fee for project management services, including time and related expenses, shall be included in each task order proposal.
Firms may propose on any category listed below (1-5). The services to be performed may include, but shall not be limited to, the following:
1. PLANNING, RESO URCES, AND DESIGN
Provide water engineering services to conduct water capital improvement projects, which may involve one or multiple disciplines, incl uding planning studies, hydraulic modeling, feasibility studies, design of pipelines, wells, pump stations, pressure regulating stations, reservoirs, water quality and water treat ment, waste and recycled water quality and treatment, hydrogeology, engineering support during construction, and encompassing associated services such as Architecture, Structural, Civil, Mec hanical, HVAC, Landscape Architecture, Geotechnical, Environmental, Electrical, Instrumentation, and Control. a. Planning Studies and Feasibility Studies
Provide engineering, financial, and planning se rvices to perform pipeline alignment and facility siting studies, water system planning studies, recycled water system planning and feasibility studies, water demand and supply studies, rate studies, asset management, and other studies that may be required in water system planning. Provide consulting services related to water resources and c onservation. Studies may include water supply assessments, water supply verifications , urban water management plans, water use surveys and others studies that may be required for water resources and conservation programs
b. Hydraulic Modeling
Perform Water System Master Planning in cluding Comprehensive Studies, Hydraulic Analysis, Transient Analysis, Fire Flow Analysis, and Flow Optimization. c. Condition Assessment
Provide comprehensive condition assessment of the City’s water system, including seismic, structural, security and vulnerability. Assessment of the structural integrity of the pipe shall include identifying leaks, pipe damage, pipe defect, loss of pipe wall thickness due to corrosion or erosion, etc., along the length of the pipe. Provide reports and memorandums with maps and exhibits as required to detail results of the study including likelihood of failure, risk and consequence of failure. Reports and/or technical memorandums shall also include detailed explanation of data collected and used for the study, any assumptions made as well as recommendations for short-term and long-term risk mitigation strategies.
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d. Design Services
Provide consulting services for the design of water facilities, including water wells, pump stations, pressure regulating stations, re servoirs, water quality and treatment, water mains, recycled water supply and distribution facilities, associated appurtenances, as well as other related components of the faciliti es such as buildings, landscape, grading, drainage, etc. for a complete and operative project.
e. Other Related Services
Provide other related services including, but not limited to, the following:
i. Architecture
Provide consulting services for architectural design, architectural renderings, line- of-sight analyses, building sections, code interpretation issues and other architectural related issue.
ii. Structural
Provide consulting services for structural investigations of the City’s existing facilities, seismic analysis, miscellaneous structural calculations, and design on the City’s existing and proposed systems and structures. iii. Civil
Provide consulting services for general engineering services as required for the project. Scope of work may include but is not limited to site design, street improvements, grading, dr ainage, preparation of Water Quality Management, Erosion Control, and Stormwater Poll ution Prevention Plans, and related calculations and reports as necessary.
iv. Mechanical, HVAC
Provide consultation, engineering, and design services on modification, upgrade, and replacement of existing mechanical and HVAC systems, including piping, plumbing, support systems, controls, code interpretation, and related calculations as necessary.
v. Landscape Architecture
Provide consulting services for landscape architecture design, including landscape planting plans, renderings and views of proposed landscape plantings, and landscape installation inspection servic es. Provide consultation for irrigation system design and inspection.
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vi. Geotechnical Engineering Services
Conduct geotechnical investigations, incl uding field explorations and tests, laboratory tests, and seismic investigations, to assess the general conditions of a project site area and prepare geotechnical reports of final design and construction recommendations. Field explorations may r equire drilling plans and classification of underlying soils and must be done un der the supervision of a licensed geotechnical engineer or regi stered geologist. Investigations may include slope stability analysis of reservoir embankm ents, foundations, retaining walls, and dams and earthen dam monitoring and inspec tion to comply with California Department of Water Resources, Division of Safety of Dams (DSOD) and other City requirements. Provide seismic hazard analyses and site-specific seismic criteria, as needed, for project design.
vii. Hydrogeology
Provide consulting services on groundwat er issues related to and including rehabilitation of existing potable water production wells, siting and design of new potable water production wells, destruction of inactive wells, evaluation of contamination plumes, and groundwater modeling. Evaluate the hydrogeology of proposed potable water production well si tes and investigate proposed wells.
Determine design parameters and requirem ents necessary to drill, operate, and maintain proposed wells; proposed well co nstruction (casing diameter, locations of perforated intervals); and proposed oper ation of wells. Prepare Drinking Water Source Assessment and Protection (DW SAP) plans for proposed potable water production wells.
Provide inspection, hydrogeologic anal ysis and recommendations during new potable water production well drilling and existing well destruction activities, including, but not limited to, on site consulting geologists, geological sampling and formation analysis, geophysical logging and interpretation, sieve analyses, final well construction recommendations, and qual ity assurance and assistance in achieving conformance with the construc tion specifications and applicable codes and standards.
viii. Environmental Compliance Services
Provide consulting services for the pr eparation of environmental documents and support studies to comply with California Environmental Quality Act (CEQA), which may include an Initial Study, Negative Declaration, Mitigated Negative Declaration, Addendum, or Environmental Impact Repor t, or Supplement or Subsequent EIR, National Environmental Policy Act (NEPA) when complying with federal grants, permit applications with support studi es, aesthetic simulations, and other environmental compliance tasks that may be needed.
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ix. Recycled Water Compliance
Provide assistance with compliance requirements for recycled water treatment and distribution system monitoring and reporting.
x. Electrical, Instrumentation & Control Services
Provide consultation, engineering, and design services on modification, upgrade, troubleshooting, restarting, adjusting control settings, and replacement of existing electrical systems, including motor contro l centers, motor starters, electrical panels, and instrumentation and control systems, including SCADA systems. xi. Engineering Support During Bidding and Construction Review and respond to RFI’s and review and approve shop drawings submitted by contractor for conformance with the contract documents. Review progress reports and payments as required. Prepare supplementary sketches and details, as required, to resolve field construction problems that may be encountered. Provide project inspection as needed. Provide assistance in ensuring regulatory compliance, as needed. Prepare the “as constructed” corrections to the original drawings and specifications . Attend meetings on behalf of the City and assist in Public Relations, as needed.
xii. Plan Check Services
Provide consulting services for plan c hecking improvement plans to determine compliance with applicable standards, guidelines, policies, rules, ordinances, and codes.
2. CONSTRUCTION MANAGEMENT
Provide construction management and inspection services during construction. The tasks of construction management and inspection shall include, but not be limited to:
a. Construction Management and Coor dination with Contractor Provide construction management and coordinate as needed for the project. Review and coordinate construction schedule and activitie s; conduct and attend meetings on behalf of the City. Provide permit compliance documentation, follow up, and support for all permits and clearances required on a project. The construction management team ma y also be asked to attend meetings and assist in maintaining public relations as needed.
b. Project Administration
Provide review of, recommend, and prepare change order(s) and/or extra work order(s) as needed on construction project. Coordi nate and process RFI’s and shop drawings submittals, and ensure construction conformanc e with the contract documents. Review and adjust progress pay estimates prepared and submitted by the contractor for conformance with the contract documents.
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c. Construction Inspection
Provide construction inspection by qualified inspectors and maintain daily inspection reports, construction progress reports, and proj ect logs, etc., of the progress of the construction work. Secure record drawing in formation from the construction contractor.
Provide start-up support for a Project, including final acc eptance testing, support, and final completion sign off. Prepare the Final Construction Report.
3. PIPELINE DESIGN
Provide consulting services for the design of water mains, transmission mains, siphons and associated appurtenances. Provi de preliminary and final design services including the preparation of plans, specifications, and cost estimates. Provide bidding assistance, construction support, and final as-builts as needed for projects.
4. ELECTRICAL, INSTRUMENTATION & CONTROL SERVICES
Provide consultation, engineering, and des ign services on modification, upgrade, troubleshooting, restarting, adjusting control se ttings, and replacement of existing electrical systems, including motor control centers, motor starters, electrical panels, and instrumentation and control systems, including SCADA systems components, instrumentation, communicati on system components, security cameras, door/gate access controls, information technology for SC ADA system and cybersecurity support for PLC/HMI/OIT software and custom applications for the City Water System.
5. GEOTECHNICAL ENGINEERING SERVICES
Conduct geotechnical investigations, including fiel d explorations and tests, laboratory tests, and seismic investigations, to assess the general conditions of a project site area and prepare geotechnical reports of final design and constr uction recommendations. Field explorations may require drilling plans and classification of underlying soils and must be done under the supervision of a licensed geotechnical engineer or registered geologist. Investigations may include slope stability analysis of reservoir embankments, f oundations, retaining walls, and dams and earthen dam monitoring and inspection to comply with California Department of Water Resources, Division of Safety of Dams (DSOD) and other City requirements. Provide seismic hazard analyses and site-specific seismic criteria, as needed, for project design.
Proposals shall explicitly state which category listed above (1-5) is being proposing on. If there are any exceptions to the core of requested services above, proposers shall list said exceptions in their proposal (matrix form).
GENERAL REQUIREMENTS AND PROJECT DELIVERABLES
The Consultant’s services for plans specifications and estimates (PS&E) for engineering projects and special studies/investigations shall be in conformance, if applicable, with the following: Title 24 of the California Code of Regulations (California Building Standards Code), American Water
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Works Association, California Department of Transportation, Americans with Disabilities Act, City of Santa Ana Municipal Code (SAMC), professional Standards established by the City, and any other federal, state, or local guidelines required in the project.
As part of the PS&E package, the Consultant shal l prepare the special provisions pertaining to the items of work included in t he plans that are not addressed on the latest editions of the applicable standards.
The Consultant shall have complete responsibi lity for the accuracy and completeness of all documents and plans prepared. The plans will be reviewed by the City of Santa Ana for conformity with the requirements of the Agreement. Reviews by the City of Santa Ana DO NOT include detailed review or checking of design for the accuracy with which such designs are depicted in the documents and the plans. T he documents and plans furnished under the Agreement shall be of a quality acceptable to the City of Santa Ana. The criteria for acceptance shall be a product of neat appear ance, well organized, technically and grammatically correct, checked and dated, and having the maker and checker identified.
The Consultant shall have project management c ontrol procedures in effect during the entire time work is being performed under the Agreement. This task shall include the following:
Project Management Plan- the consultant shall provide a detail management plan including information and coordination with other agencies to ensure compliance and completion of the (PS&E) packages. This plan shall include all milestones and task breakdown for each of the tasks and subtasks included therein. The project management shall be submitted to the Project Manager for review and within 15 calendar days of the issued Notice to Proceed
Deliverables
Quality Control/Quality Assurance (QA/QC) Plan
Project Schedule/Invoicing
Project Correspondence
In case of conflict, ambiguities, discrepancies, errors, or omissions, the consultant shall submit the matter to the City for clarification.
CITY RESPONSIBILITIES
The City will provide information in its possession relevant to the preparation of the required information in the RFP. The City will provide only the staff assistance and the documentation specifically in referred to herein.
Furnish scope of work and provide general direction as needed for the assigned project All plan check coordination within the City
CITY OF SANTA ANA
EXHIBIT I - 8
Advertise, award, and adminis ter of construction contract Electronic files (sample plans & specificat ions, City of Santa Ana’s CADD Standards) Electronic files for title sheets and sheet borders
Facilitate meeting space and coordination and City facilities
FEE PROPOSAL
In addition to Section III.B.3 (Submittal Requirements: Fee Proposal) fee schedule shall be structured as follows:
The fee proposal shall include the firm’s standard hourly fee schedule, and/or project fee schedule where applicable and as outlined in this document. A list of all positions and hourly rates required to perform the services described herein.
A more detailed scope of work will be provided when/if a Task Order proposal is requested of a consultant. All tasks orders shall include the staff title, hours, hourly rate and totals as related to the project.
OTHER TERMS AND CONDITIONS
1. The project will be implemented in compliance with the City of Santa Ana’s policies, as well as Prevailing Wages and State/Federal Requirements.
2. The City regards the inclusion of Califo rnia based designs, engineering, and construction professionals, facilities, and services as par t of the Team to be hi ghly desirable, but not mandatory.
3. The City reserves the right to amend this Request for Proposal by addendum prior to the final dates of submission.
4. All reports, proposals, or other data or ma terials which are submitted shall become the sole property of the City of Santa Ana with the exception of the confidential Financial Capacity information and fee proposals.
5. All products used or developed in the execution of any contract resulting from this request will remain in the public domain at the completion of this project.
6. The City has an affirmative action program. The purpose of the affirmative action program is to encourage certified minority business enterprises and women business enterprises.
All submitting firms must have established affirmative action programs approvable by the City. During the RFP stage, all firms will need to complete a “Certification of Non- Discrimination by Contractors” for each firm on their team.
#2010344v1
EXHIBIT B
COMPENSATION
Fee Proposal including hourly rates if applicable
July 23, 2024
ON-CALL WATER RESOURCES ENGINEERING SERVICES
REQUEST FOR PROPOSAL NO. 24-083
Category 1. Planning, Resources, and Design
Category 3. Pipeline Design
Category 5. Geotechnical Engineering Services
Cost Proposal prepared for:
CITY OF SANTA ANA
Public Works Agency
220 S. Daisy Ave., M-85, Santa Ana, CA 92703
Photo: Kleinfelder was the prime engineering consultant for many improvements at the City of San Diego’s Miramar Treatment Plant, including Clearwells replacement, disinfection planning study and recommendations, chemical trench replacement, low lift high flow pump station, and chlorine contact tanks 1 of 3
City of Santa Ana - RATE/ FEE SCHEDULE
KLEINFELDER, INC.
LABOR CLASSIFICATION (Categories 1 & 3) RATE
Senior Technical Expert $340.00
Principal Engineer / Senior Project Manager $317.00
Technical Expert / Task Order Manager $280.00
Senior Engineer $260.00
Associate Engineer I $210.00
Associate Engineer II $199.00
Assistant Engineer I $170.00
Assistant Engineer II $160.00
Sr. Technician $220.00
CADD Technician I $192.00
CADD Technician II $180.00
Technical Writer $163.00
Project Controls Specialist $145.00
Administrative $120.00
LABOR CLASSIFICATION (Category 5) RATE
Professional $131.00
Staff Professional $164.00
Staff Professional (Prevailing Wage Field Services) $208.00 Project Professional $191.00
Senior Professional $219.00
Prinicipal Professional $246.00
Sernior Principal Professional $300.00
Project Manager $240.00
Senior Project Manager $284.00
CAD Technician $137.00
GIS Techniican $164.00
Project Controls Specialist $145.00
Administrative $120.00
Project Administrator $125.00
SUBCONSULTANTS
LABOR CLASSIFICATION RATE
Senior PE / CCM $297.00
PE / CCM $227.00
Non-PE / CCM $190.00
Fleet Vehicle Cost (Travel per hour) $9.00
Princpial $275.00
Kleinfelder Construction Services
MBN Group
2 of 3
Project Manager / Project Architect $197.00
Designer $145.00
Technical Staff $104.00
Intermediate Drafter $93.00
Clerical Staff $72.00
Cost Estimating/Constructibility Review $240.00
Surveying & Basemapping
Lincensed Surveyor/ Director $235.00
Senior Survey Project Manager $185.00
Senior Survey Analyst $160.00
Calculator $150.00
Survey Analyse $120.00
Three Person Survey / GPS Crew $285.00
Two Person Survey / GPS Crew $255.00
One Person Survey / GPS Crew $240.00
Three Person Prevailing Wage Crew $385.00
Two Person Prevailing Wage Crew $285.00
Landscape Architecture
Lincense Lanscape Architect $180.00
Senior Landscape Designer $155.00
Associate Landscape Designer $130.00
Rig mob / demob (2-man crew) $250.00
CME 75 (2 man Crew) $425.00
CME 85 PW Truck Mounted $525.00
Geoprobe 7822 4 PW $450.00
Concrete Coring Rig $800/day + $175/hr
Well Development Rig $2500/day + $175/hr
Additional drillers helper $175/hr
Daily Crew Travel $250/man/hr
Per Diem $250/man/day
Training $175/man/hr
Asphalt Grinder $200/day
Air Compressor $1000/day
Bulldog Bit use $150/day
CME Continuous Core Sampling System $250/day
Drum Dolly $30/day
Concrete Coring Machine $250/day
Wireline Coring and Support Equipment $250/day Generator Grout pump use $250/day
Hot Mix Asphalt Unit $400/day
Jackhammer $200/day
Mud Puppy Solids Control Trailer $500/day
ODEX air rotary equipment $1000/day
PUZZULLO CONSULTING
CASC
2R Drilling
3 of 3
Pitcher Barrel Sampler $250/day
Rock Coring Equipment $40/ft $500 min
Saw cut machine $250/day
SPT Energy Test Calibration $2000/day
Water Tank - External $100/day
Work Lights $100/night
Asphalt patch $25/ea
Bentonite chips $25/bag
Bits $50/ea
Cement/bentonite grout $15/ft
Drums $110/ea
Gravel $15/bag
Perf pipe - 3” $5/ft
PVC - 2” screen $10/ft
2 Hr Min $700.00
2 Hr Min PW $975.00
4 Hr $1,050.00
4 Hr PW $1,225.00
8 Hr $2,100.00
8 Hr PW $2,450.00
One (1) tech Crew (1 truck) - ST, eight (8) hours on-site$1223 /day One (1) tech Crew - OT $143.50
One (1) tech Crew - DT $168.50
Two (2) tech Crew (1 truck) - ST, eight (8) hours on-site$2171 /day Two (2) tech Crew - OT $287.00
Two (2) tech Crew - DT $337.00
Additional Tech (Flagger) - ST $118.50
Additional Tech - OT $143.50
Additional Tech - DT $168.50
Additional Traffic Control Truck $275/day
Flashing Arrow Sign (FAS)* $110/day
Changeable Message Sign (CMS)* $262.5/day
Fuel surcharge (for travel greater than 50 miles one-way)$125.00 Traffic Control Plan, 11"x17" $375/page
Traffic Control Plan, 24"x36" $495/page
Engineer's Stamp (all sizes) $400/page
Permitting assistance $85.00
Refer to the attached Basis of Charges for additional fee schedule information Hourly rates assume that other direct costs will be billed and reimbursed by the client. Kleinfelder reserves the right to adjust the fee schedule on projects where other direct costs are not reimbursed.
Public works projects or projects receiving public funds are subject to Prevailing Wage laws. The above rates for professional and administrative staff are for services not subject to prevailing wages. If during the term of this contract, these services are reclassified as qualifying for prevailing wages, then we will provide hourly prevailing wage rates at that time.
*Applies to all professional rates including but not limited to civil, mechanical, chemical, electrical, geotechnical, and environmental engineers; industrial hygienists; geologists; hydrogeologists; hydrologists; and computer specialists.
Alpha Traffic Services, INC.
GPRS - GPR & EM
2023 KLEINFELDER FEE SCHEDULE FOR
GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES
†Common ASTM, AASHTO and DOT test methods.
• Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods.
Revised 1/2023
SOIL TESTS
SOIL DENSITY TESTS
Test Standard Test Method† Fee
Standard Proctor D698, T99 $ 290 each
Modified Proctor D1557, T180 $ 290 each
Rapid Determination of Compaction* D5080 $ 250 each
1-Point Proctor, Check Point T272 $ 170 each
Proctor Oversize Correction D4718 $ 90 each
Treated Soil Proctor D558 $ 380 each
Minimum and Maximum Relative Density D4254, D4253 $ 510 each Maximum Density by Vibratory Hammer D7382 $ 660 each
Moisture/Density, TEX 113-E TEX113-E $ 330 each
Moisture/Density, TEX 114-E TEX114-E $ 330 each
California Impact, CT 216 CT216 $ 270 each
*Field Test
SOIL CLASSIFICATION AND INDEX TESTS
Test Standard Test Method† Fee
Visual Classification D2488 $ 35 each
Sieve Analysis, % Finer than No. 200 Sieve D1140 $ 110 each Sieve Analysis, Fine D422, D6913, T88 $ 155 each
Sieve Analysis, Coarse D422, D6913, T88 $ 155 each
Sieve Analysis, Coarse and Fine D422, D6913, T88 $ 200 each Hydrometer Analysis (Requires a Sieve Analysis, not included) D422, D7928 $ 185 each Water Content D2216, D4363, T265 $ 30 each
Water Content and Dry Unit Weight D2216, D2937, D7263 $ 55 each Atterberg Limits, Single Point D4318-B, T89, T90 $ 145 each Atterberg Limits, Multiple Point D4318-A, T89, T90 $ 220 each Soil Specific Gravity D854, T100 $ 270 each
Soil Organic Content D2974-C $ 150 each
Fiber Content of Peat Soils D1997 $ 320 each
Pinhole Dispersion Classification D4647 $ 630 each
Soil pH D4972, G51 $ 70 each
Double Hydrometer for Dispersive Soils D4221 $ 330 each Crumb Test for Dispersive Soils D6572 $ 105 each
Soil Resistivity G187 $ 190 each
Chloride Content $ 85 each
Sulfate Content $ 70 each
Thermal Resistivity, Per Point D5334, IEEE 422 $ 390 each Thermal Resistivity, Dry-Out Curve D5334, IEEE 422 $ 1140 each
2023 KLEINFELDER FEE SCHEDULE FOR
GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES
†Common ASTM, AASHTO and DOT test methods.
• Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods.
Revised 1/2023
SOIL TESTS (continued)
SOIL BEARING PRESSURE TESTS
Test Standard Test Method† Fee
California Bearing Ratio, Single Point (proctor not included) D1883, T193 $ 420 each California Bearing Ratio, 3 Points (proctor not included) D1883, T193 $ 780 each Resistance R-Value D2844 $ 390 each
Resistance R-Value of Treated Material D2844 $ 450 each Rock Correction for R-Value D2844 $ 100 each
Stabilized Soil UC Strength, 1 Point (proctor not included) D1633, D5102 $ 210 each Stabilized Soil UC Strength, Set of 3 D1633, D5102 $ 1140 each CT373, 1 Lime Content, w/o Opt. Moist. CT373 $ 210 each CT373, 1 Lime Content CT373 $ 440 each
CT373, 3 Lime Contents CT373 $ 1,320 each
Eades and Grim Test (Opt. Lime Content) C977 $ 235 each Resilient Modulus T307 $ 570 each
CTB Strength, Individual Specimen $ 220 each
CTB Strength, Set of 3, Without Design $ 500 each
CTB Complete Mix Design $ 7,150 each
SOIL STRENGTH AND PERMEABILITY TESTS
Test Standard Test Method† Fee
Pocket Penetration Value $ 35 each
Unconfined Compressive Strength D2166, T208 $ 170 each
Direct Shear, 1 Point D3080, T236 $ 180 each
Direct Shear, 3 Points D3080, T236 $ 470 each
Direct Shear, Residual Strength, Each Pt D3080-Modified $ 300 each Consolidation without Time Rate Plots D2435-Modified $ 410 each Consolidation with 2 Time Rate Plots D2435-A, T216-A $ 540 each Consolidation, All Loads with Time Rates D2435-B, T216-B $ 760 each Collapse Potential D5333 $ 310 each
One Dimensional Swell – Wetting After Loading, Series D4546-A $ 360 each One Dimensional Swell – Wetting After Loading D4546-B $ 210 each One Dimensional Swell – Loading After Wetting D4546-C $ 570 each Expansion Index D4829 $ 235 each
Denver Swell Test $ 210 each
Permeability, Rigid Wall D2434 $ 540 each
Permeability, Flexible Wall D5084-C $ 470 each
Triaxial Compression, CU, 1 Point D4767, T297 $ 600 each Triaxial Compression, CU, 3 Points D4767, T297 $ 1,485 each Triaxial Compression, UU, 1 Point D2850, T296 $ 250 each Triaxial Compression, UU, 3 Points D2850, T296 $ 760 each Triaxial Compression, UU Saturated, 1 Point D2850-Modified $ 360 each Triaxial Test, TEX117E, Part I TEX117E $ 2,145 each
Triaxial Test, TEX117E, Part II TEX117E $ 2,145 each
2023 KLEINFELDER FEE SCHEDULE FOR
GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES
†Common ASTM, AASHTO and DOT test methods.
• Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods.
Revised 1/2023
AGGREGATE TESTS
Test Standard Test Method† Fee
Acid Solubility $ 220 each
ASR Reactivity, Long Method C227, C1293 $ 2,035 each
ASR Reactivity, Short Method C1260, C1567 $ 1,140 each
Cleanness Value CT227 $ 200 each
Clay Lumps and Friable Particles, per size *(see note below) C142, T112 $ 125 each Coarse Specific Gravity & Absorption C127, T85 $ 100 each Fine Specific Gravity & Absorption C128, T84 $ 175 each Coarse Durability D3744, T210 $ 180 each
Fine Durability D3744, T210 $ 190 each
Flat and Elongated Particles, per size *(see note below) D4791 $ 115 each Fractured Faces, per size *(see note below) D5821, T335 $ 125 each Lightweight Pieces (Per specific gravity of heavy liquid) C123, T113 $ 350 each Los Angeles Abrasion, Large Aggregate C535 $ 240 each
Los Angeles Abrasion, Small Aggregate C131, T96 $ 240 each Mortar Sand Strength C87, CT515 $ 780 each
Organic Impurities C40, T21 $ 90 each
Sand Equivalent D2419, T176 $ 180 each
Sieve Analysis, % Finer than No. 200 Sieve C117, T11 $ 110 each Sieve Analysis, Fine C136, T27 $ 155 each
Sieve Analysis, Coarse C136, T27 $ 155 each
Sieve Analysis, Coarse and Fine C136, T27 $ 200 each
Soundness of Aggregate, per size *(see note below) C88, T104 $ 180 each Unit Weight C29, T19 $ 80 each
Water Content D2216, C566, T255 $ 30 each
Texas Wet Ball Mill TEX116E $ 360 each
Decantation Wash TEX406A $ 110 each
Uncompacted Void Content of Fine Aggregate C1252, T304 $ 170 each *Tests are billed by each size fraction tested. The quantity of fractions tested is dependent on the sample gradation and test method.
FILTER MEDIA TESTS
Test Standard Test Method† Fee
Filter Media, Sieve Analysis (includes d10, d60, es, cu) AWWA B100 $ 220 each Filter Media, Mohs Hardness AWWA B100 $ 220 each
Filter Media, Percent Silica $ 240 each
Acid Solubility AWWA B100 $ 220 each
2023 KLEINFELDER FEE SCHEDULE FOR
GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES
†Common ASTM, AASHTO and DOT test methods.
• Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods.
Revised 1/2023
CONCRETE TESTS
Test Standard Test Method† Fee
Concrete Compression C39 $ 40 each
Concrete Core Compression C42 $ 100 each
Concrete Flexural Strength C78 $ 125 each
Hydraulic Cement Mortar Compression C109 (field cast) $ 40 each Concrete Drying Shrinkage, set of 3* C157 $ 610 Each
Concrete Core Thickness C174 $ 55 each
Concrete Laboratory Trial Batch** C192 $ 1,485 each
Concrete Time of Set by Penetration Resistance C403, C191 $ 2,400 each Concrete Modulus of Elasticity C469 $ 500 each
Concrete Splitting Tensile Strength C496 $ 125 each
Concrete Absorption C497, C642 $ 190 each
Concrete Cylinder Unit Weight C567 $ 190 each
Non-Shrink Grout Compression C1107, C579 $ 40 each
Shotcrete Compression C1140, C1604 $ 85 each
Shotcrete Core Grading ACI 506.3 $ 85 each
Concrete Paving Slab Modulus of Rupture C1782 $ 900 each Concrete Direct Tensile D2936, CRD C164 $ 500 each
CLSM Compression D4832 $ 55 each
*For sets greater than 3, add $100 per prism
**Includes up to 9 cylinders (4x8 or 6x12) or 9 flex beams, additional cylinders, beams, or shrinkage prisms charged at individual unit rates
.................... ROLLER COMPACTED CONCRETE TESTS
Test Standard Test Method† Fee
RCC Compression C1435/C39 $ 65 each
RCC Air Content C1849 $ 50 each
RCC Unit Weight C1849 $ 50 each
RCC Consistency and Density (VeBe) C1170 $ 1,600 each
RCC Accelerated Cure C1768 - modified $ 750 each
RCC Trial Batch ACI 211.1 $ 4,800 each
RCC Aggregate Mixing ACI 211.1 $ 2,000 each
MASONRY TESTS
Test Standard Test Method† Fee
Masonry Grout Compression C1019, C942 $ 40 each
Masonry Mortar Compression C270, C780 $ 40 each
Masonry Core Compression and Shear CA DSA $ 200 each
Masonry Prism Compression C1314 $ 150 each
CMU Absorption and Received Moisture C140 $ 120 each
CMU Compression C140 $ 125 each
CMU Dimension Verification C140 $ 55 each
CMU Lineal Shrinkage C426 $ 300 each
2023 KLEINFELDER FEE SCHEDULE FOR
GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES
†Common ASTM, AASHTO and DOT test methods.
• Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods.
Revised 1/2023
ROCK TESTS
Test Standard Test Method† Fee
Rock Sample Preparation D4543 $ 120 each
Rock Direct Shear, 1 Point D5607 $ 350 each
Rock Mohs Hardness IRSM $ 55 each
Rock Point Load Index, per Point* D5731 $ 65 each
Rock Slake Durability D4644 $ 240 each
Rock Splitting Tensile/Brazilian, per Point* D3967 $ 120 each Rock Direct Tensile D2936 $ 250 each
Rock Triaxial Compression D7012-A $ 420 each
Rock Triaxial Compression w/Modulus of Rupture D7012-B $ 560 each Rock Unconfined Compression D7012-C $ 300 each
Rock Unconfined Compression w/Modulus of Rupture D7012-D $ 500 each Above testing fees include routine sample preparation (end grinding) and sample photographs *Point load and splitting tensile test fees are per break, not per set of 10.
EMULSION TESTS
EMULSION TESTS
Test Standard Test Method† Fee
Emulsion Settlement D6930, T59 $ 280 each
Emulsion Sieve Test D6933, T59 $ 125 each
Emulsion Storage Stability D6930, T59 $ 220 each
Emulsion Torsional Recovery CT332 $ 190 each
Particle Charge D7402, T59 $ 125 each
Residue by Evaporation D6934, T59 $ 140 each
Saybolt Viscosity D7946, T59 $ 190 each
Slurry Seal Wet Track Abrasion D3910, ISSA TB100 $ 420 each
2023 KLEINFELDER FEE SCHEDULE FOR
GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES
†Common ASTM, AASHTO and DOT test methods.
• Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods.
Revised 1/2023
ASPHALT TESTS
MIX PROPERTY TESTS
Test Standard Test Method† Fee
Air Voids Determination (calculation only) D3203, AI-MS-2 $ 65 each VMA Determination (calculation only) AI-MS-2, CT-LP-2 $ 65 each VFA Determination (calculation only) AI-MS-2, CT-LP-2 $ 65 each Volumetric Properties (calculation only) AI-MS-2, CT-LP-2 $ 55 each AC Moisture Content T329 $ 70 each
Gradation of Extracted Aggregate D5444 $ 150 each
AC Content by Extraction D2172 $ 260 each
AC Content by Ignition Oven D6307, T308 $ 190 each
AC Ignition Oven Calibration (determination of mix correction) D6307 $ 420 each Hveem Stability D1560 $ 420 each
Hveem Stability without Compaction D1560 $ 220 each
Marshall Stability and Flow (does not include compaction) D6927 $ 210 each AC Swell CT305 $ 600 each
DESIGN AND DENSITY TESTS
Test Standard Test Method† Fee
AC Core Thickness D3549 $ 20 each
AC Core Unit Weight & Thickness D1188, D2726, D3549 $ 65 each Unit Weight, Gyratory Method D6925, T312 $ 390 each
Unit Weight, Hveem Method D1561 $ 370 each
Unit Weight, Marshall Method D6926 $ 270 each
Maximum Theoretical Specific Gravity D2041 $ 200 each
Moisture Induced Damage T283 $ 1,615 each
Moisture Vapor Susceptibility CT307 $ 720 each
Hamburg Wheel Track, Set of 2 T324 $ 1,210 each
Index of Retained Strength D1075 $ 1,375 each
Indirect Tensile Strength (does not include compaction) D6931 $ 1,050 set/3 Indirect Tensile Strength of Cored Specimen D6931 $ 420 each Caltrans Tensile Strength Ratio CT371 $ 2,200 each
Caltrans Opt Bitumen Content OGFC CT368 $ 2,035 each
Centrifuge Kerosene Equivalent CT303 $ 360 each
Film Stripping CT302 $ 180 each
Mix Design, Hveem Method w/RAP CT367 $ 8,580 each
Mix Design, Hveem Method CT367 $ 6,600 each
Mix Design, Marshall Method AI-MS-2 $ 3,575 each
Mix Design, Superpave Method AI-MS-2 $ 8,250 each
2023 KLEINFELDER FEE SCHEDULE FOR
GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES
†Common ASTM, AASHTO and DOT test methods.
• Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods.
Revised 1/2023
METAL TESTS
BOLT TESTS
Test Standard Test Method† Fee
Bolt Assembly Suite (Bolt, Nut, Washer) * F606 $ 285 each Bolt Hardness E18 $ 40 each
Bolt Proof Load F606 $ 55 each
Bolt Wedge Tensile F606 $ 55 each
Nut Hardness E18 $ 40 each
Nut Proof Load F606 $ 55 each
Washer Hardness E18 $ 40 each
*An 'assembly' is one bolt, one nut and one washer. The suite consists of a bolt wedge tensile test, bolt and nut proof load tests, and hardness tests on all three pieces.
REINFORCING BAR TESTS
Test Standard Test Method† Fee
Bend A370, E290 $ 55 each
Rebar Tensile, up to No. 11 A370, E8 $ 120 each
Rebar Tensile, No. 14 and No. 18 A370, E8 $ 250 each
Rebar Coupler Slip A370, A1034, CT670 $ 190 each
Rebar Coupler Tensile, up to No. 11 A370, A1034, CT670 $ 120 each Rebar Coupler Tensile, No. 14 and No. 18 A370, A1034, CT670 $ 250 each CT670 Strain (Elongation) CT670 $ 25 each
Headed Rebar Tensile, up to No. 11 A370, A970 $ 120 each Headed Rebar Tensile, No. 14 and No. 18 A370, A970 $ 250 each Modulus of Elasticity* A370 $ 155 Each
Epoxy Coating Thickness A775, A934 $ 125 each
Epoxy Coating Continuity – Holiday Test A775, A934 $ 125 each Epoxy Flexibility - Bending A775, A934 $ 125 each
*In addition to the testing fee.
METAL TESTS
Test Standard Test Method† Fee
PT Strand Tensile A370, A1061 $ 205 each
Anchor Bolt Tensile, up to 1.5” dia. F1554 $ 190 each
Anchor Bolt Tensile, greater than 1.5” dia. F1554 $ 310 each Reduced Section Tensile* A370 $ 155 each
Rockwell Hardness E18 $ 40 each
Macroetch E381 $ 310 each
Charpy Impact, Set of 3 ** A370, A673 $ 470 each
Galvanization Thickness B499, E376 $ 30 each
Fireproofing Density E605 $ 95 each
*Machining test specimens is not included. Additional fees for stress-strain diagram. **Machining test specimens is not included. Additional fees will be assessed for testing at temperatures other than 40°F.
2023 KLEINFELDER FEE SCHEDULE FOR
GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES
†Common ASTM, AASHTO and DOT test methods.
• Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods.
Revised 1/2023
DIMENSION STONE AND ROOFING MATERIAL TESTS
DIMENSION STONE
Test Standard Test Method† Fee
Dimension Stone, Absorption/Specific Gravity C97 $ 280 set/5 Dimension Stone, Compressive Strength C170 $ 280 set/5
Dimension Stone, Flexural Strength C880 $ 280 set/5
Dimension Stone, Modulus of Rupture C99 $ 280 set/5
MISCELLANEOUS TESTS
MISCELLANEOUS TESTS
Test Standard Test Method† Fee
Hydraulic Ram Verification E4 $ 390 each
Tensile and Elastic Modulus Polymer Composite Materials D3039 $ 750 set/5
SAMPLE PREPARATION
SAMPLE PREPARATION
Test Standard Test Method† Fee
Rock Sample Preparation D4543 $ 120 each
Sample Crushing $ 180 each
Sample Cutting and Trimming $ 40 each
Sample Mixing and Processing $ 125 each
Sample Preparation $ 65 each
Sample Remolding $ 95 each
Contamination Fee $ varies each
Sample Disposal Fee $ 10 each
SCHEDULE OF FEES
LABORATORY TESTING SERVICES
The following unit rates are for tests routinely performed at our geotechnical laboratory in Pomona, California. Normal turnaround time (TAT) is 5 business days for most tests. Rush basis is available for some tests with an additional charge of 60, 40, 30, 20 and 10% for same day, 1, 2, 3 and 4 business days TAT, respectively. Samples received after 12 PM will be considered as the next day morning delivery. Call our office for the availability of rush testing.
A. Identification and Index Properties Test Unit Price Visual Classification‐ASTM D2488 $32.00
Moisture Content‐ASTM D2216 $15.00
Moisture Content & Density‐ASTM D2216 and D7263
Shelby Tube Sample $34.00
Ring Sample $25.00
Atterberg Limits‐ASTM D4318
Three Point $116.00
One Point $74.00
Non‐Plastic $48.00
Particle‐Size Analysis
Coarse and Fine Sieve Analyses for Soils (from No. 200 to 3 inch) ‐ASTM D6913 or C136, CT 202 $168.00 Fine Sieve Analysis for Soils (from #200 to No. 4 sieve) ‐ASTM D6913 or C136, CT 202 $111.00 Particle‐Size Analysis ( Hydrometer with Fine Sieve as above) ‐ASTM D6913 & D7928 $163.00 Particle‐Size Analysis (Hydrometer with Coarse+Fine Sieves as above) ‐ASTM D6913 & D7928 $210.00 Percent Passing #200 Sieve ‐ASTM D1140 $72.00
Specific Gravity
Fine (passing No. 4 sieve)‐ASTM D854 $74.00
Coarse (retained on No. 4 sieve)‐ASTM C127 $93.00
Porosity (Total, Air‐Filled & Water Filled) (Test includes density and specific gravity) $163.00 Sand Equivalent Value‐ASTM D2419 $76.00
Photograph of Specimen $5.00
B. Soil Corrosivity and Organic Content
Soil pH‐DOT CA Test 643 $25.00
Electrical Resistivity‐DOT CA Test 643 $58.00
Sulfate Content‐DOT CA Test 417‐B $58.00
Chloride Content‐DOT CA Test 422 $58.00
Corrosion Suite including all above $153.00
Organic Matter Content‐ASTM D2974 $79.00
C. Compaction, CBR and R‐value
Standard Proctor Compaction‐ASTM D698
Method A (4‐inch mold) $153.00
Method B or C (6‐inch mold) $168.00
Modified Proctor Compaction‐ASTM D1557 (including rock correction w/assumed Specific Gravity) Procedures A and B (4‐inch mold) $168.00
Procedure C (6‐inch mold) $184.00
Caltrans CT 216 $210.00
California Bearing Ratio (CBR)‐ASTM D1883 (proctor compaction charged separately) Three Points $447.00
One Point $210.00
R‐Value‐ASTM D2844 $268.00
Samples treated with Lime or Cement $63.00
D. Shear Strength
Pocket Penetrometer $11.00
Torvane $11.00
Direct Shear‐ASTM D 3080 (Regular Shear Rate=0.025 in/min, otherwise noted below) Single Point Direct Shear with stress‐strain curve (regular speed = 0.025 in/min) $100.00 3‐Point Direct Shear with stress‐strain curves (regular speed = 0.025 in/min) $221.00 3‐Point Direct Shear with stress‐strain curves (slow speed = 0.005 in/min) $300.00 Residual Shear Strength (5 passes of shearing, regular 0.025 in/min speed)) $378.00 Shelby Tube Cutting, Trimming or Remolding of Specimens (per sample) $45.00 Static Uniaxial and Triaxial Strength Tests
Unconfined Compression (UC) ‐ ASTM D2166 $126.00
Unconsolidated Undrained (UU,Q) ‐ ASTM D2850 $153.00
Consolidated Undrained (CU,R) with Pore Pressure Measurement (per point) ‐ ASTM D4767 $357.00 Consolidated Drained (CD,S) with Volume Change on Sands (per point) ‐ ASTM D7181 $357.00 Three‐Staged CU Triaxial Tests (1sample, 3 confining pressures) $788.00 Shelby Tube Cutting, Trimming or Remolding of Specimens (per sample) $45.00 E. Consolidation and Swell Tests
Consolidation Test‐ASTM D2435
Double increment loading up to 12.8 or 16 ksf and unload (10 total loads) (no full time readings/plots) $189.00 Each additional load or unload without full time readings/plots $16.00 Full time readings and plot of time curve per load $42.00 Shelby Tube Cutting, Trimming or Remolding of Specimens (per sample) $42.00 Expansion Index Test‐ASTM D4829 $105.00
Single Load Swell/Collapse Test‐ASTM D4546 $105.00
F. Permeability Tests
Constant Head Permeability of Granular Soils ‐ASTM D2434 $ 195.00 Triaxial Permeability in Flexible‐Wall Permeameter‐ ASTM D5084 ‐Measurement at One Effective Stress $195.00
‐Each Additional Effective Stress $84.00
Shelby Tube Cutting, Trimming or Remolding of Specimens (per sample) $45.00 G. Rock Core Tests
Uniaxial Compressive Strength of Rock Core (no stress‐strain curve) $163.00 ‐Initial Tangent Modulus of Elasticity Call for Pricin g Rock Core Cutting (per specimen) $45.00
Slake Durability (ASTM D4644) $200.00
Point Load Index (ASTM D5731) $111.00
H. Other Special Tests
Pin Hole Dispersion $273.00
Using pH to Estimate the Soil‐Lime Proportion Requirement for Soil Stabilization, ASTM D 6276 $179.00 LA Abrasion, ASTM C 131
‐Method A $268.00
‐Method B & C $200.00
‐Method D $132.00
I. Sample Pickup, Disposal and Return Policy
Sample Pickup up to 150 lbs within 30 miles radius area (24‐hour notice is required) $125.00 Sample Disposal Policy:
The remaining portions of tested samples will be disposed of 30 days after project completion without notice .
A disposal fee of $15 per bag will be imposed on all untested bulk samples.
J. Rings and Cans
Preparation of clean rings and cans (recycled 6 rings per can) $5.00/can For inquiries please call our office at (909) 869‐6316 or email to [email protected]
FEE SCHEDULE
City of Santa Ana RFP #24-083
CONE PENETRATION TESTING (CPT) SERVICES/PRICING (portal to portal*) :
CPT Soundings w/ CPT, Direct Push, Limited or Track Rig 370.00
/ hr
CPT Soundings w/ CPT, Direct Push, Limited or Track Rig (Overtime) 410.00
/ hr
CPT Soundings w/ CPT, Direct Push, Limited or Track Rig (Double time) 450.00
/ hr
Minimum Call Out for CPT Soundings w/ CPT, Direct Push, Limited or Track Rig (4 hrs or less) 1,900.00
/ day
CPT SERVICES/PRICING INCL. PREVAILING WAGE (portal to portal*) :
CPT Soundings w/ CPT, Direct Push, Limited or Track Rig 520.00
/ hr
CPT Soundings w/ CPT, Direct Push, Limited or Track Rig (Overtime) 580.00
/ hr
CPT Soundings w/ CPT, Direct Push, Limited or Track Rig (Double time) 640.00
/ hr
Minimum Call Out for CPT Soundings w/ CPT, Direct Push, Limited or Track Rig (4 hrs or less) 2,700.00
/ day
SOIL, GROUNDWATER, VAPOR SAMPLING SERVICES/PRICING (portal to portal*) :
Direct Push, Limited or Track Rig
270.00
/ hr
Direct Push, Limited or Track Rig (Overtime)
310.00
/ hr
Direct Push, Limited or Track Rig (Double time)
350.00
/ hr
Minimum Call Out for Direct Push, Limited or Track Rig (4 hrs or less) 1,400.00
/ day
SOIL, GROUNDWATER, VAPOR SAMPLING INCL. PREVAILING WAGE (portal to portal*) :
Direct Push, Limited or Track Rig
400.00
/ hr
Direct Push, Limited or Track Rig (Overtime)
460.00
/ hr
Direct Push, Limited or Track Rig (Double time)
520.00
/ hr
Minimum Call Out for Direct Push, Limited or Track Rig (4 hrs or less) 2,000.00
/ day
OTHER SERVICES/PRICING
:
Seismic Shear Wave Measurements w/ CPT Rig
30.00 / ea
Pore Pressure Dissipation Testing w/ CPT Rig (no charge w/ daily rate) no charge
Pore Pressure Dissipation Testing w/ CPT Rig (no charge w/ daily rate, incl. Prevailing Wage) no charge
Concrete Coring (up to 8” thick)
150.00
/ core
Per Diem/Two Man
500.00
/ nt
Fuel Surcharge
50.00 / day
Cancel Fee (if notified less than 4 business days before job start) 900.00
/ ea
MATERIALS
:
Acetate Liners (1” dia x 2’ length)
3.00 / ea
Acetate Liners (1 ¾” dia x 4’ length)
4.50 / ea
PVC Blank (3/4” or 1” dia), Flush Threaded
3.50 / ft
PVC Screen (3/4” or 1” dia), Flush Threaded
4.00 / ft
PVC Caps
1.00 / ea
Bentonite Granules / Portland Cement / Concrete / Sand / Asphalt Patch
15.00 / ea
Aquaphalt (3.5 gal bucket)
100.00
/ ea
Bentonite Grout
30.00 / ea
Waste Drum (55 gallon)
75.00 / ea
Polyethylene Tubing for Groundwater (3/8” dia) & Vapor Sampling (1/4” dia)
0.25 / ft
Nylon (NylaFlow) Tubing for Vapor Sampling (1/4” dia)
0.75 / ft
Teflon Tubing for Vapor Sampling (1/4” dia)
2.00 / ft
Vapor Valves
3.00 / ea
Vapor Filter/Implant (1/4” Polypropolene)
2.00 / ea
Disposable Steel Tips for Groundwater Sampling / Vapor Sampling
10.00 / ea
* Portal to portal time includes travel time & loading/unloading equipment. It is also included in total hours estimated. (Rev.07/19/24)
** All unit prices are subject to change. Must call for an estimate based on a specific scope of work. *** If a Project Labor Agreement, Community Workforce Agreement, etc. is associated with this scope of work, this fee schedule will be null and void. A new fee schedule including union fees will need to be requested.
K
EHOE
T
ESTING
& E
NGINEERING
,
INC
.
_____________________________________________________________________________________________________ 5415 Industrial Drive * Huntington Beach, CA 92649-1518 * (714) 901-7270 ofc * (714) 901-7289 fax * www.kehoetesting.com Total Number of Estimated Potholes: 0
Project Management & Report Preparation
Project Management (USA Mark-Out / Standby Coord. / Pothole Layout) No.: 0 hours @ $165 per hour= $0 Report drafting No.: 0 hours @ $125 per hour= $0
Prevailing Wage Processing (Apprentice Reporting and Certified Payroll) No.: 0 hours @ $125 per hour= $0 Specialty Training No.: 0 hours @ $140 per hour= $0
Sub-total $0
Potholing
Potholing Daily Rate (2-man crew) No.: 0 @ $4,000 per day= $0 ^^includes shoulder closure or narrow lane closure, backfill and AC cold patch Third Laborer for Hot Patch Cap No.: 0 @ $1,600 per day= $0 Mobilization (portal-to-portal) No.: 0 @ $400 per hour= $0 Potholing 1-Man / 1-Vacuum Truck Hourly Rate No.: 0 @ $275 per hour= $0 Manhole Dips No.: 0 @ $100 each= $0
Haulage and Dump Fee (Non-Hazardous only) No.: 0 @ $350 per load= $0 Sub-total $0
Wet & Dry Utility Locating
Locating - 1 Man & Equipment (Elec, Mag, Sonic, GPR) No.: 0 hours @ $205 per man hour= $0 Locating - CCTV Truck and 2 Crew No.: 0 hours @ $410 per man hour= $0 Sub-total $0
Traffic Control
Traffic Control/ROW plans - 11"X17" No.: 0 @ $175 p/sheet= $0 Permit processing No.: 0 hours @ $120 per hour= $0
Minimal Traffic Control Equipment (w/CCTV only) No.: 0 each @ $150 each= $0 Bike Lane, Shoulder or Narrow Lane Closure (Excludes Arrow Board) No.: 0 each @ $350 each= $0 Small Intersections/Standard Lane Closures (Up to 500' + tapers) No.: 0 each @ $550 each= $0 Large Intersections/Multiple Lane Closures No.: 0 each @ $750 each= $0 Additional Arrow Board No.: 0 days @ $150 per day= $0
Night Work Premium No.: 0 nights @ $350 per night= $0
No. Flagmen 0 $145 per hour for 0 hours= $0
$0
Concrete and Asphalt Patching
Aquaphalt Permanent Patch w/Saw Cut No.: 0 @ $150 each= $0 AC Hot Mix Patch w/Saw Cut (Crew of 2) No.: 0 @ $3,500 per day= $0 AC Hot Mix Patch Grind and Overlay (Crew of 4) No.: 0 @ $6,500 per day= $0 Coring - 12" Diameter No.: 0 @ $130 each= $0
Sidewalk Panel Replacement No.: 0 $0
Sub-total $0
Estimate Total: $0.00
XBD2024
Initials
Call for Quote
Sub-total
Certified Flagman / Addt'l Laborer
AIRX Utility Surveyors, Inc.
Pricing on this document is valid for 90 days from the date above.
PREVAILING WAGE RATE SHEET
July 22, 2024
Company Name Attn: Contact Name, Phone Number
Project Name, City of Project
Example: 16061 Avenida Venusto @ 18" RCP SD Tie-InProject Location:
Project Name:
Prepared For:
Kleinfelder, Inc. | CITY OF SANTA ANA RFP NO. 24-083
Proposal for On-Call Water Resources Engineering Services KLEINFELDER, INC.
24411 Ridge Route Drive, Suite 225
Laguna Hills, CA 92653
949-727-4466 | KLEINFELDER.COM