HomeMy WebLinkAboutTWINING, INC. A-2026-101-04
AUG 1 8 2026
AGREEMENT TO PROVIDE ON-CALL MATERIAL TESTING AND SPECIAL
�v�l C1 INSPECTION SERVICES
THIS AGREEMENT is made and entered into on this 21 st day of July, 2026 by and between
Koury Engineering & Testing, Inc. ("Consultant"), and the City of Santa Ana, a charter city and
municipal corporation organized and existing under the Constitution and laws of the State of
California ("City").
RECITALS
A. On May 1, 2026, the City issued Request for Proposal ("RFP") No. 26-059A, by which it
sought qualified consultants to provide on-call material testing and special inspection
services for the City's Public Works Agency. ,
B. Consultant submitted a responsive proposal that was among those selected by the City.
Consultant represents that it is able and willing to provide the services described in the
scope of work that was included in RFP No. 26-059A.
C. In undertaking the performance of this Agreement, Consultant represents that it is
knowledgeable in its field and that any services performed by Consultant under this
Agreement will be performed in compliance with such standards as may reasonably be
expected from a professional consulting firm in the field.
NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the
terms and conditions hereinafter set forth, the parties agree as follows:
1. SCOPE OF SERVICES
On an on-call basis, and at the City's sole discretion, Consultant shall perform the services
described in the scope of work that was included in RFP No.26-059A,which is attached as Exhibit
A, and as more specifically delineated in Consultant's proposal, which is attached as Exhibit B
and incorporated in full.
2. ALLOWABLE COSTS AND PAYMENTS
a. City neither warrants nor guarantees any minimum or maximum compensation to
Consultant under this Agreement. Consultant shall be paid only for actual services
performed under this Agreement at the rates and charges identified in Exhibit C.
Consultant is one of four(4) consultants selected to provide services in an on-call basis
under RFP No. 26-059A. The total compensation for these services provided by all
such consultants selected shall not exceed the shared annual amount of$800,000 during
the initial term. The aggregate amount expended under this Agreement, including all
extension periods, if exercised, shall not exceed $4,000,000.
b. Consultant's Fee and Cost Proposal is attached hereto and fully incorporated herein as
Exhibit C. The specified hourly rates shall include direct salary costs, employee
benefits, overhead, and fees. These rates are not adjustable for the performance period
set forth in this Agreement. In addition, Consultant will be reimbursed for incurred
(actual) direct costs other than salary costs that are in the fee and cost proposal and
identified in the fee and cost proposal, and in the executed Task Order.
c. Specific projects will be assigned to Consultant through issuance of Task Orders.
After a project to be performed under this Agreement is identified by City, City will
prepare a draft Task Order less the cost estimate. A draft Task Order will identify the
scope of services, expected results, project deliverables, period of performance,
project schedule and will designate a City Project Coordinator. The draft Task Order
will be delivered to Consultant for review. Consultant shall return the draft Task
Order within ten (10) calendar days along with a Cost Estimate, including a written
estimate of the number of hours and hourly rates per staff person, any anticipated
reimbursable expenses, overhead, fee if any, and total dollar amount. After agreement
has been reached on the negotiable items and total cost, the finalized Task Order shall
be signed by both City and Consultant.
d. Task Orders may be negotiated for a lump sum (Firm Fixed Price) or for specific rates
of compensation, both of which must be based on the labor and other rates set forth in
Consultant's Cost Proposal.
e. Reimbursement for transportation and subsistence costs shall not exceed the rates as
specified in the approved Cost Proposal.
f. When milestone cost estimates are included in the approved Cost Proposal, Consultant =
shall obtain prior written approval for a revised milestone cost estimate from City
before exceeding such estimate.
g. Progress payments for each Task Order will be made monthly in arrears based on
services provided and actual costs incurred.
h. Consultant shall not commence performance of work or services until this Agreement
has been approved by City, and notification to proceed has been issued by City. No
payment will be made prior to approval or for any work performed prior to approval of
this Agreement.
i. A Task Order is of no force or effect until returned to City and signed by an authorized
representative of City. No expenditures are authorized on a project, and work shall not
commence until a Task Order for that project has been executed by City.
j. Consultant will be reimbursed, as promptly as fiscal procedures will permit upon
receipt by City of itemized invoices in triplicate. Separate invoices itemizing all costs
are required for all work performed under each Task Order. Invoices shall be submitted
no later than 45 calendar days after the performance of work for which Consultant is
billing, or upon completion of the Task Order. Invoices shall detail the work performed
on each milestone, on each project as applicable. Invoices shall follow the format
stipulated for the approved Cost Proposal and shall reference this Agreement number,
project title, and Task Order number. Credits due to City that include any equipment
purchased under the Equipment Purchase provision of this Agreement must be
reimbursed by Consultant prior to the expiration or termination of this Agreement.
Invoices shall be mailed to City at the following address: City of Santa Ana, Public
Works Agency M-36, 20 Civic Center Plaza, P.O. Box 1988, Santa Ana, CA 92702.
k. The period of performance for Task Orders shall be in accordance with dates specified
in the Task Order. No Task Order will be written which extends beyond the expiration
date of this Agreement.
1. The total amount payable by City for an individual Task Order shall not exceed the
amount agreed to in the Task Order, unless authorized by contract amendment.
in. If the Consultant fails to satisfactorily complete a deliverable according to the schedule
set forth in a Task Order, no payment will be made until the deliverable has been
satisfactorily completed.
n. Task Orders may not be used to amend this Agreement and may not exceed the scope
of work under this Agreement.
o.
p. The total amount payable by City for all Task Orders resulting from this Agreement
shall not exceed the aggregate amount discussed above. It is understood and agreed that
there is no guarantee, either expressed or implied, that this dollar amount will be
authorized under this Agreement through Task Orders.
q. Consultant shall submit progress reports on each specific project in accordance with
the Task Order. These reports shall be submitted at least once a month. The report
should be sufficiently detailed for the City's Project Manager to determine, if
Consultant is performing to expectations, or is on schedule; to provide communication
of interim findings, and to sufficiently address any difficulties or special problems
encountered, so remedies can be developed.
r. Consultant's Project Manager shall meet with City's Project Manager, as needed, to
discuss progress on the project(s).
s. This Agreement is valid and enforceable only if sufficient funds are made available to
the City for the purpose of this Agreement. In addition, this Agreement is subject to
any additional restrictions, limitations, conditions, or any statute enacted by Congress,
the State Legislature, or the City that may affect the provisions,terms or funding of this
Agreement in any manner
3. COST PRINCIPLES AND ADMINISTRATIVE REQUIREMENTS
a. Consultant agrees that the Contract Cost Principles and Procedures, 48 CFR Part 31,
Contract Cost Principals and Procedures, shall be used to determine the allowability
of individual terms of cost, et seq., shall be used to determine the cost allowability of
individual items.
b. Consultant agrees to comply with federal procedures in accordance with 2 CFR, Part
200,Uniform Administrative Requirements, Cost Principles, and Audit Requirements
for Federal Awards.
c. Any costs for which payment has been made to Consultant that are determined by
subsequent audit to be unallowable under 2 CFR, Part 200 and 48 CFR, Federal
Acquisition Regulations System, Chapter 1, Part 31.000 et seq., are subject to
repayment by Consultant to City.
4. PERFORMANCE PERIOD
a. This Agreement shall go into effect on July 21, 2026, contingent upon approval by
City, and Consultant shall commence work after notification to proceed by City. This
Agreement shall end on July 20, 2027, unless terminated earlier in accordance with
Section 21, below. The term of this Agreement may be extended for up to four (4),
1-year periods upon a writing executed by the City Manager and City Attorney.
b. Consultant is advised that any recommendation for contract award is not binding on
City until the Agreement is fully executed and approved by City.
C. The period of performance for each specific project shall be in accordance with the
Task Order for that project. If work on a Task Order is in progress on the expiration
date of this Agreement,the terms of the Agreement shall be extended by amendment.
5. STATE PREVAILING WAGE RATES
a. If applicable, Consultant shall comply with the State of California's General
Prevailing Wage Rate requirements in accordance with California Labor Code,
Section 1770, and all Federal, State, and local laws and ordinances applicable to the
work.
b. Any subcontract entered into as a result of this Agreement, if for more than$25,000
for public works construction or more than $15,000 for the alteration, demolition,
repair, or maintenance of public works, shall contain all of the provisions of this
Section, unless the awarding agency has an approved labor compliance program by
the Director of Industrial Relations.
C. When prevailing wages apply to the services described in the scope of work,
transportation and subsistence costs shall be reimbursed at the minimum rates set by
the Department of Industrial Relations(DIR)as outlined in the applicable Prevailing
Wage Determination. See http://www.dir.ca.gov. Consultant shall be responsible for
any future adjustments to prevailing wage rates including, but not limited to, base
hourly rates and employer payments as determined by the Department of Industrial
Relations, Consultant is responsible for paying the appropriate rate, including
escalations that take place during the term of the Agreement.
d. When prevailing rates apply, the Consultant is responsible for verifying
compliance with certified payroll requirements. Invoice payment will not be made
until the invoice is approved by City.
6. INDEPENDENT CONTRACTOR
Consultant shall, during the entire term of this Agreement, be construed to be an
independent contractor and not an employee of the City. This Agreement is not intended nor shall
it be construed to create an employer-employee relationship, a joint venture relationship, or to
allover 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.
7. OWNERSHIP OF MATERIALS
This Agreement creates a non-exclusive and perpetual license for City to copy, use,
modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property
embodied in plans, specifications, studies, drawings, estimates, and other documents or works of
authorship fixed in any tangible medium of expression, including but not limited to, physical
drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or
caused to be prepared by Consultant under this Agreement ("Documents & Data"). 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.
8. INSURANCE
Insurance requirements attached hereto as Exhibit D.
9. INDEMNIFICATION
Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers,
agents, employees, contractors, special counsel, and representatives from liability: (1) for personal
injury, damages,just compensation, restitution,judicial or equitable relief arising out of claims for
personal injury, including death, and claims for property damage, which may arise from the
negligent operations of the Consultant, its subcontractors, agents, employees, or other persons
acting on its behalf which relates to the services described in section 1 of this Agreement; and(2)
from any claim that personal injury, damages,just compensation, restitution,judicial or equitable
relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and
hold harmless agreement applies to all claims for damages,just compensation, restitution,judicial
or equitable relief suffered, or alleged to have been suffered,by reason of the events referred to in
this Section or by reason of the terms of, or effects, arising from this Agreement. The 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.
10. INTELLECTUAL PROPERTY INDEMNIFICATION
Consultant shall defend and indemnify the City, its officers, agents, representatives, and
employees against any and all liability, including costs, for infringement of any United States'
letters patent,trademark, or copyright infringement,including costs, contained in the work product
or documents provided by Consultant to the City pursuant to this Agreement.
11. RETENTION OF RECORDS/AUDIT REVIEW PROCEDURES
a. For the purpose of determining compliance with Public Contract Code 10115, et seq. and
Title 21, California Code of Regulations, Chapter 21, Section 2500 et seq., when
applicable, and other matters connected with the performance of this Agreement, pursuant
to Government Code 8546.7, Consultant,subconsultants,and City shall maintain and make
available for inspection all books, documents, papers, accounting records, and other
evidence pertaining to the performance of the Agreement, including but not limited to,
the costs of administering the Agreement. All parties shall make such materials available
at their respective offices at all reasonable times during the Agreement period and for three
years from the date of final payment under the Agreement. The state, State Auditor, City,
FHWA,or any duly authorized representative of the Federal Government shall have access
to any books, records, and documents of Consultant and its certified public accountants
work papers that are pertinent to the contract and indirect cost rates (ICR) for audit,
examinations, workpaper review, excerpts, and transactions, and copies thereof shall be
furnished if requested.
b. Any dispute concerning a question of fact arising under an interim or post audit of this
Agreement that is not disposed of by mutual agreement shall be reviewed by the City.
c. Not later than 30 days after issuance of the final audit report, Consultant may request a
review by the City of unresolved audit issues. The request for review will be submitted in
writing, submitted to the project manager of RFP.
d. Neither the pendency of a dispute nor its consideration by City will excuse Consultant from
full and timely performance in accordance with the terms of this Agreement.
12. 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.
13. CERTIFICATIONS
The funds used to pay for this Agreement will be partly comprised of federal grant funds.
Consultant agrees and understands that it will comply with the terms of the Certifications included
below in Section 21, as well as all additional certifications included in RFP No. 26-059A, -
incorporated by reference into this Agreement. Consultant shall keep itself informed of all City,
State and Federal laws and regulations which may, in any manner, affect the performance of it
services pursuant to this Agreement. Consultant shall at all times, observe and comply with all
such laws and regulations. City and its officers and employees shall not be liable at law or in
equity by reason of the failure of the Consultant to comply with this paragraph.
14. CONFLICT OF INTEREST CLAUSE
a. The recipient or subrecipient must maintain written standards of conduct covering
conflicts of interest and governing the actions of its employees engaged in the selection,
award, and administration of contracts. No employee, officer, agent, or board member
with a real or apparent conflict of interest may participate in the selection, award, or
administration of a contract supported by the Federal award. A conflict of interest
includes when the employee, officer, agent, or board member, any member of their
immediate family, their partner, or an organization that employs or is about to employ
any of the parties indicated herein, has a financial or other interest in or a tangible
personal benefit from an entity considered for a contract. An employee, officer, agent,
and board member of the recipient or subrecipient may neither solicit nor accept
gratuities, favors, or anything of monetary value from contractors. However, the
recipient or subrecipient may set standards for situations where the financial interest is
not substantial or a gift is an unsolicited item of nominal value. The recipient's or
subrecipient's standards of conduct must also provide for disciplinary actions to be
applied for violations by its employees, officers, agents, or board members.
b. If the recipient or subrecipient has a parent, affiliate, or subsidiary organization that is
not a State, local government, or Indian Tribe, the recipient or subrecipient must also
maintain written standards of conduct covering organizational conflicts of interest.
Organizational conflicts of interest mean that because of relationships with a parent
company, affiliate, or subsidiary organization,the recipient or subrecipient is unable or
appears to be unable to be impartial in conducting a procurement action involving a
related organization.
c. Consultant covenants that it presently has no interests and shall not have interests,
direct or indirect, which would conflict in any manner with performance of services
specified under this Agreement.
d. No immediate family members of either the Mayor, City Council Member, or any
appointed City Official, including appointed board and commission members, as
defined under the City's Municipal Code, whose position with the City shall award or
influence the award of this Agreement, or any competing contract or amendment
thereof, shall be employed in any capacity by the Consultant or have any other direct
or indirect financial benefit or interest in this Agreement.
e. The section also prohibits the awarding of any agreement, contract, grant, or any
amendment to those awards, to any former full-time employee for one-year from date
of employee separation except for any Ca1PERS retiree as authorized by City Council
resolution
f. The Consultant must comply with all conflict of interest laws, ordinances, and
regulations now in effect or hereafter to be enacted during the term of this Agreement.
The Consultant warrants that it is not now aware of any facts which conflict with the
prohibitions defined above. If the Consultant hereafter becomes aware of any facts that
might reasonably be expected to create a conflict of interest, it must immediately make
full written disclosure of such facts to the City. Full written disclosure must include,
but is not limited to, identification of all persons implicated and a complete description
of all relevant circumstances. Failure to comply with the provisions of this paragraph
will be a material breach of this Agreement.
g. Consultant covenants that none of its directors, officers, employees, or agents shall
participate in selecting or administrating any subcontract supported(in whole or in part)
by City funds stemming from the Agreement where the awarding of the subcontract
has any direct or indirect financial benefit or interest to any individual, as defined in
subsections (d) and (e) above.
15. REBATES, KICKBACKS, OR OTHER UNLAWFUL CONSIDERATION
Consultant warrants that this Agreement was not obtained or secured through rebates
kickbacks or other unlawful consideration, either promised or paid to any City employee. For
breach or violation of this warranty, City shall have the right in its discretion; to terminate the
contract without liability; to pay only for the value of the work actually performed; or to deduct
from the contract price; or otherwise recover the full amount of such rebate, kickback or other
unlawful consideration.
16. NON-DISCRIMINATION
Consultant shall not discriminate because of race, color, creed, religion, sex,marital status,
sexual orientation, gender identity, gender expression, gender, medical conditions, genetic
information, or military and veteran status, age, national origin, ancestry, or disability, as defined
and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization,
promotion, termination or other employment related activities or any services provided under this
Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all
applicable federal, state and local laws and regulations.
17. EQUIPMENT PURCHASE
a. Prior authorization in writing by City shall be required before Consultant enters into any
unbudgeted purchase order, or subcontract exceeding $5,000 for supplies, equipment, or
consultant services. Consultant shall provide an evaluation of the necessity or desirability
of incurring such costs.
b. For purchase of any item, service or consulting work not covered in Consultant's Cost
Proposal and exceeding $5,000 prior authorization by City, three competitive quotations
must be submitted with the request, or the absence of bidding must be adequately justified.
c. Any equipment purchased as a result of this Agreement is subject to the following
condition: "Consultant shall maintain an inventory of all nonexpendable property.
Nonexpendable property is defined as having a useful life of at least two years and an
acquisition cost of$5,000 or more. If the purchased equipment needs replacement and is
sold or traded in, City shall receive a proper refund or credit at the conclusion of the
Agreement, or if the Agreement is terminated, Consultant may either keep the equipment
and credit City in an amount equal to its fair market value, or sell such equipment at the
best price obtainable at a public or private sale, in accordance with established City
procedures and credit City in an amount equal to the sales price. If Consultant elects to
keep the equipment, fair market value shall be determined at Consultant's expense,based
on a competent independent appraisal of such equipment.Appraisals shall be obtained from
an appraiser mutually agreeable to by City and Consultant. If it is determined to sell the
equipment, the terms and conditions of such sale must be approved in advance by City." 2
CFR, Part 200 requires a credit to Federal fiends when participating equipment with a fair
market value greater than $5,000 is credited to the project.
18. EXCLUSIVITY AND AMENDMENT
This Agreement represents the complete and exclusive statement between the City and
Consultant, and supersedes any and all other agreements, oral or written, between the parties. In
the event of a conflict between the terms of this Agreement and any attachments hereto, the terms
of this Agreement shall prevail. This Agreement may not be modified except by written instrument
signed by the City and by an authorized representative of Consultant. The parties agree that any
terms or conditions of any purchase order or other instrument that are inconsistent with, or in
addition to,the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each
party to this Agreement acknowledges that no representations, inducements, promises or
agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any
party, which is not embodied herein.
19. ASSIGNMENT
Inasmuch as this Agreement is.intended to secure the specialized services of Consultant,
Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior
written consent of the City and any such assignment, transfer, delegation or subcontract without
the City's prior written consent shall be considered null and void. Nothing in this Agreement shall
be construed to limit the City's ability to have any of the services which are the subject to this
Agreement performed by City personnel or by other Consultants.retained by City.
20. TERMINATION
This Agreement may be terminated by the City upon thirty (30) days written notice of
termination. In such event,Consultant shall be entitled to receive and the City shall pay 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.
21. 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.
22. JURISDICTION -VENUE
This Agreement has been executed and delivered in the State of California and the validity,
interpretation, performance, and enforcement of any of the clauses of this Agreement shall be
determined and governed by the laws of the State of California. Both parties further agree that
Orange County,California, shall be the venue for any action or proceeding that may be brought or
arise out of, in connection with or by reason of this Agreement.
23. PROFESSIONAL LICENSES
Consultant shall, throughout the term of this Agreement, maintain all necessary licenses,
permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder
and required by the laws and regulations of the United States, the State of California, the City of
Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and
in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and
exemptions. Said inability shall be cause for termination of this Agreement.
24. FEDERAL REGULATIONS
Consultant shall comply with all applicable contractual provisions required by the United
States Office of Management and Budget(OMB), as set for the in 2 CRF Part 200,whether or not
expressly set forth in this document, including but not limited to those provisions set forth below.
Notwithstanding, anything to the contrary herein,including without limitation,the language in this
Agreement, the actual language contained in federal statutes, federal regulations, federally
promulgated materials and state statutes, shall control in determining any obligations under federal
law in the event of a conflict with any terms, language or provisions contained in this Agreement.
Consultant shall not perform any act, fail to perform any act, or refuse to comply with any requests,
which would cause City to be in violation of the federal terms and conditions.
a. Federal Regulations Recipient must comply with the government cost principles,uniform
administrative requirements and audit requirements for federal grant program housed within Title
2, Part 180 of the Code of Federal Regulations.
b. Debarment and Suspension -- As required by Executive Orders 12549 and 12689, and 2
CFR §200214 and codified in 2 CFR Part 200, Recipient must provide protection against waste,
fraud, and abuse by debarring or suspending those persons deemed irresponsible in their dealings
with the Federal government.
c. Audit Records—With respect to all matters covered by this agreement all records shall be
made available for audit and inspection by CITY, the grant agency and/or their duly authorized
representatives for a period of three (3) years from the date of submission of the final expenditure
report by the City of Santa Ana. For a period of three years after final delivery hereunder or until
all claims related to this Agreement are finally settled, whichever is later, Recipient shall preserve
and maintain all documents, papers and records relevant to the services provided in accordance
with this Agreement, including the Attachments hereto. For the same time period,Recipient shall
make said documents, papers and records available to City and the agency from which City
received grant funds or their duly authorized representative(s), for examination, copying, or
mechanical reproduction on or off the premises of Recipient, upon request during usual working
hours. .
d. Reports—Recipient shall provide to City all records and information requested by City for
inclusion in quarterly reports and such other reports or records as City may be required to provide
to the agency from which City received grant funds or other persons or agencies.
e. Section 504 of the Rehabilitation Act of 1973 (Handicapped) — All recipients of federal
fiends must comply with Section 504 of the Rehabilitation Act of 1973 (The Act). Therefore, the
federal funds recipient pursuant to the requirements of The Act hereby gives assurance that no
otherwise qualified handicapped person shall, solely by reason of handicap be excluded from the
participation in,be denied the benefits of or be subject to discrimination, including discrimination
in employment, in any program or activity that receives or benefits from federal financial
assistance. The Recipient agrees it will ensure that requirements of The Act shall be included in
the agreements with and be binding on all of its contractors, subcontractors, assignees or
successors.
f. Americans with Disabilities Act of 1990 — (ADA) Recipient must comply with all
requirements of the Americans with Disabilities Act of 1990 (ADA), as applicable.
g. Political Activity—None of the funds, materials,property, or services provided directly or
indirectly under this agreement shall be used for any partisan political activity, or to further the
election or defeat of any candidate for public office, or otherwise in violation of the provisions of
the "Hatch Act".
h. No Lobbying — Recipient will comply with all applicable lobbying prohibitions and laws,
including those found in the Byrd Anti-Lobbying Amendment(31 U.S.C. 1352,et seq.),and agrees
that none of the funds provided under this award may be expended by the Recipient to pay any
person to influence, or attempt to influence an officer or employee of any agency, a Member of
Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with any federal action concerning the award or renewal of any federal contract,grant,
loan, or cooperative agreement.
i. Non-Discrimination and Equal Opportunity --Recipient will comply, and all its contractors
(or subrecipients)will comply,with Title VI of the Civil Rights Act of 1964, as amended; Section
504 of the Rehabilitation Act of 1964, as amended; Subtitle A, Title II of the Americans with
Disabilities Act (ADA) (1990); Title IX of the Education Amendments of 1972; the Age
Discrimination Act of 1975, as amended; Drug Abuse Office and Treatment Act of 1972, as
amended; Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and
Rehabilitation Act of 1970, as amended; Section 523 and 527 of the Public Health Service Act of
1912, as amended; Title VIII of the Civil Rights Act of 1968, as amended; Department of Justice
Non-Discrimination Regulations, 28 CFR Part 42, Subparts C, D, E, and G; and Department of
Justice regulations on disability discrimination, 28 CFR Part 35 and 39. In the event a Federal or
State court, Federal or State administrative agency, or the Recipient makes a finding of
discrimination after a due process hearing on the grounds of race, color, religion, national origin,
sex, or disability against a recipient of funds, the Recipient will forward a copy of the findings to
CITY which will, in turn, submit the findings to the Office of Civil Rights, Office of Justice
Programs, U.S. Department of Justice. If applicable, recipient will comply with the equal
opportunity clause in 41 C.F.R. 60-1.4(b) in accordance with Executive Order 11246 as amended
by Executive Order No. 11375.
j. Equal Employment Opportunity — Recipient will comply, and all its contractors (or
subrecipients) will comply, with all requirements of the Executive Order 11246 of September 24,
1965, entitled "Equal Employment Opportunity," as amended by Executive Order 11375 of
October 13, 1967, and as supplemented in Department of Labor regulations (41 CFR chapter 60),
as applicable.
k. Public Contracts Code — Recipient will comply, and all its contractors (or subrecipients)
will comply, with all requirements of the California Public Contract Code Section 10295.3, as
applicable.
1. Copeland "Anti-Kickback" Act — Recipient will comply, and all its contractors (or
subrecipients)will comply,with all requirements of the Copeland"Anti-Kickback"Act(40 U.S.C.
3145)as supplemented in Department of Labor regulations (29 CFR Part 3), as applicable.
in. David-Bacon Act — Recipient will comply, and all its contractors (or subrecipients) will
comply, with all requirements of the Davis-Bacon Act (40 U.S.C. 3141-3144 and 3146-3148) as
supplemented by Department of Labor regulations (29 CFR Part 5), as applicable.
n. Work Hours and Safety —Recipient will comply, and all its contractors (or subrecipients)
will comply,with all requirements of Sections 103 and 107 of the Contract Work Hours and Safety
Standards Act (40 U.S.C. 3702 and 3704) as supplemented by Department of Labor regulations
(29 CFR Part 5), as applicable.
o. Clean Air Act —
1. The contractor agrees to comply with all applicable standards, orders or regulations
issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq.
2. The contractor agrees to report each violation to CITY and understands and agrees
that the CITY will, in turn, report each violation as required to assure notification to the
Federal Emergency Management Agency, and the appropriate Environmental Protection
Agency Regional Office.
3. The contractor agrees to include these requirements in each subcontract exceeding
$150,000 financed in whole or in part with Federal assistance provided by FEMA.
P. Energy and Conservation —Recipient will comply, and all its contractors(or subrecipients)
will comply, with all requirements of the Energy Policy and Conservation Act (42 U.S.C. 6201),
as applicable.
q. Waste Disposal — Recipient will comply, and all its contractors (or subrecipients) will
comply, with all requirements of Section 6002 of the Solid Waste Disposal Act, as amended by
the Resource Conservation and Recovery Act, as applicable.
r. Patent Rights—Recipient agrees that the Department of Homeland Security shall have the
authority to seek patent rights for any process,product, invention or discovery developed and paid
for with funding through this Agreement based on the requirements of 37 CFR§ 401 and any other
implementing regulations, as applicable.
S. Copyright — Recipient may copyright any books, publications or other copyrightable
materials developed in the course of or under this Agreement. However, the federal awarding
agency, State Administrative Agency (SAA) and City reserve a royalty-free, non-exclusive, and
irrevocable license to reproduce, publish or otherwise use, and to authorize others to use, for
federal government, SAA and/or City purpose:
(1) the copyright in any work developed through this Agreement; and
(2) any rights of copyright to which the subcontractor purchases ownership with
support through this grant. The Federal government's, SAA's and City's rights
identified above must be conveyed to the publisher and the language of the
publisher's release form must ensure the preservation of these rights.
t. Equal Employment in Construction Contracts — Pursuant to Equal Employment
Opportunity requirements of 41 C.P.R. 60-1.4(b) in accordance with Executive Order 11246 as
amended by Executive Order No. 11375, as to any construction contract thereunder, if applicable,
during the performance of this contract, the contractor agrees as follows:
(1) The contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, sexual orientation, gender -
identity, or national origin. The contractor will take affirmative action to ensure that
applicants are employed, and that employees are treated during employment
without regard to their race, color,religion, sex, sexual orientation, gender identity,
or national origin. Such action shall include,but not be limited to the following:
Employment, upgrading, demotion, or transfer; recruitment or .recruitment
advertising; layoff or termination; rates of pay or other forms of compensation; and
selection for training, including apprenticeship. The contractor agrees to post in
conspicuous places, available to employees and applicants for employment,notices
to be provided setting forth the provisions of this nondiscrimination clause.
(2) The contractor will, in all solicitations or advertisements for employees placed by
or on behalf of the contractor, state that all qualified applicants will receive
consideration for employment without regard to race, color, religion, sex, sexual
orientation, gender identity, or national origin.
(3) The contractor will not discharge or in any other manner discriminate against any
employee or applicant for employment because such employee or applicant has
inquired about, discussed, or disclosed the compensation of the employee or
applicant or another employee or applicant. This provision shall not apply to
instances in which an employee who has access to the compensation information
of other employees or applicants as apart of such employee's essential job functions
discloses the compensation of such other employees or applicants to individuals
who do not otherwise have access to such information,unless such disclosure is in
response to a formal complaint or charge, in furtherance of an investigation,
proceeding, hearing, or action, including an investigation conducted by the
employer, or is consistent with the contractor's legal duty to furnish information.
(4) The contractor will send to each labor union or representative of workers with
which he has a collective bargaining agreement or other contract or understanding,
a notice to be provided advising the said labor union or workers'representatives of
the contractor's commitments under this section, and shall post copies of the notice
in conspicuous places available to employees and applicants for employment.
(5) The contractor will comply with all provisions of Executive Order 11246 of
September 24, 1965, and of the rules, regulations, and relevant orders of the
Secretary of Labor.
(6) The contractor will furnish all information and reports required by Executive Order
11246 of September 24, 1965, and by rules,regulations, and orders of the Secretary
of Labor, or pursuant thereto, and will permit access to his books, records, and
accounts by the administering agency and the Secretary of Labor for purposes of
investigation to ascertain compliance with such rules, regulations, and orders.
(7) In the event of the contractor's noncompliance with the nondiscrimination clauses
of this contract or with any of the said roles, regulations, or orders, this contract
may be canceled, terminated, or suspended in whole or in part and the contractor
may be declared ineligible for further Government contracts or federally assisted
construction contracts in accordance with procedures authorized in Executive
Order 11246 of September 24, 1965, and such other sanctions may be imposed and
remedies invoked as provided in Executive Order 11246 of September 24, 1965, or
by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by
law.
(8) The contractor will include the portion of the sentence immediately preceding
paragraph(1)and the provisions of paragraphs (1)through (8) in every subcontract
or purchase order unless exempted by rules, regulations, or orders of the Secretary
of Labor issued pursuant to section 204 of Executive Order 11246 of September
24, 1965, so that such provisions will be binding upon each subcontractor or
vendor. The contractor will take such action with respect to any subcontract or
purchase order as the administering agency may,direct as a means of enforcing such
provisions, including sanctions for noncompliance.
U. Prohibition on Certain Telecommunications and Video Surveillance Services or
Equipment—Recipient will comply, and all its contractors (or subrecipients)will comply, with all
requirements under Uniform Guidance 2 CFR §200.216. Recipient will comply with FEMA
Policy 405-143-1, Prohibitions on Expending FEMA Award Funds on Covered
Telecommunications Equipment or Services (Interim), which prohibits grant recipients and
subrecipients from obligating or expending loan or grant funds to procure or obtain, extend or
renew a contract to procure or obtain, or to enter into a contract (or extend or renew a contract) to
procure or obtain equipment, services, or systems that uses covered telecommunications
equipment or services as a substantial or essential component of any system, or as critical
technology as part of any system.
As described in Public Law 115-232, section 889, covered telecommunications equipment:
(1) Telecommunications equipment produced by Huawei Technologies Company or
ZTE Corporation (or any subsidiary or affiliate of such entities).
(2) For the purpose of public safety, security of government facilities,physical security
surveillance of critical infrastructure, and other national security purposes, video
surveillance and telecommunications equipment produced by Hytera
Communications Corporation, Hangzhou Hikvision Digital Technology Company,
or Dahua Technology Company(or any subsidiary or affiliate of such entities).
(3) Telecommunications or video surveillance services produced by such entities or
using such equipment.
(4) Telecommunications or video surveillance equipment or services produced or
provided by an entity that the Secretary of Defense, in consultation with the
Director of the National Intelligence or the Director of the Federal Bureau of -
Investigation, reasonably believes to be an entity owned or controlled by, or -
otherwise connected to, the government of a covered foreign country.
V. Domestic Preferences for Procurements/Subcontracts— Recipient will comply, and all its
contractors (or subrecipients) will comply, with all requirements under Uniform.Guidance 2 CFR
§200.322.
Recipient shall comply with the federal and recipient standards in the award of any subcontracts.
For purposes of this Agreement, subcontracts shall include but not be limited to purchase
agreements, rental or lease agreements, third party agreements, consultant service contracts and
construction subcontracts.
Recipient shall ensure that the terms of this Agreement with the CITY are incorporated into all
Subcontractor Agreements. The recipient shall submit all Subcontractor Agreements to the CITY
for review prior to the release of any funds to the subcontractor. The recipient shall withhold funds
to any subcontractor agency that fails to comply with the terms and conditions of this Agreement
and their respective Subcontractor Agreement.
(1) Recovered Materials
Recipient shall make maximum use of products containing recovered materials that
are EPA-designated items unless the product cannot be acquired competitively
within a timeframe providing for compliance with the contract performance
schedule; Meeting contract performance requirements; or at a reasonable price.
Information about this requirement, along with the list of EPA-designated items, is
available at EPA's Comprehensive Procurement Guidelines webpage:
https:Ilwww.epa.gov/smm/comprehensive-pro curement-guideline-cpg-program.
The Contractor also agrees to comply with all other applicable requirements of
,Section 5002 of the Solid Waste Disposal Act.
(2) Domestic Preference for Procurements
Recipient should, to the greatest extent practicable, provide a preference for the
purchase,acquisition,or use of goods,products, or materials produced in the United
States. This includes, but is not limited to iron, aluminum, steel, cement, and other
manufactured products.
For purposes of this clause:
Produced in the United States means, for iron and steel products, that all
manufacturing processes, from the initial melting stage through the application of
coatings, occurred in the United States.
Manufactured products mean items and construction materials composed in whole
or in part of non-ferrous metals such as aluminum; plastics and polymer-based
products such as polyvinyl chloride pipe; aggregates such as concrete; glass,
including optical fiber; and lumber.
W. Termination for Cause and Convenience— Should recipient fail for any reason to comply
with the contractual obligations of this agreement within the time specified by this Agreement,the
CITY reserves the right to terminate the Agreement, reserving all rights under state and federal
law.
X. Contractual/Legal Remedies for Breach of Contract— Should recipient fail for any reason
to comply with the contractual obligations of this Agreement and/or willfully, knowingly or
negligently breach any term, condition or requirement of the agreement, City may impose
sanctions including but not limited to damages (liquidated damages and or penalties) and for any
other remedy available pursuant to the Agreement of the laws then in effect.
25. NOTICE
Any notice, tender, demand, delivery, or other communication pursuant to this Agreement
shall be in writing and shall be deemed to be properly given if delivered in person or mailed by
first class or certified mail,postage prepaid, or sent by fax or other telegraphic communication in
the manner provided in this Section, to the following persons:
To City:
City 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:
Bridget Sherman
Senior Project Executive
Koury Engineering& Testing, Inc.
5711 Schaefer Avenue
Chino, CA 91710
A party may change its address by giving notice in writing to the other party. Thereafter,
any communication shall be addressed and transmitted to the new address. If sent by mail,
communication shall be effective or deemed to have been given three (3) days after it has been
deposited in the United States mail, duly registered or certified, with postage prepaid, and
addressed as set forth above. If sent by fax, communication shall be effective or deemed to have
been given twenty-four(24)hours after the time set forth on the transmission report issued by the
transmitting facsimile machine, addressed as set forth above. For purposes of calculating these
time frames, weekends, federal, state, County or City holidays shall be excluded.
23. 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.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first
above written.
ATTEST: CITY SANTA A
ENN HA L AL'VARO NUREZ
erk City Manager
APPROVED AS TO FORM: CONSULTANT:
SONIA R. CARVALHO
City Attorney
By:
KYL ELLESEN By: BRIDGET SHERMAN
Assistant City Attorney Title: Senior Project Executive
RECOMMENDED FOR APPROVAL:
A'N(oG f� Rox
Rodolfo Rosas(Jul 7,2026 12:48:23 PDT)
RODOLFO ROSAS, P.E.
Acting Executive Director
Public Works Agency
EXHIBIT A
., � 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 RFP. The City will provide only the staff assistance and the documentation specifically in referred
to herein.
• Provide general direction as needed for the assigned project
• Advertise, award, and execution of construction contract
• Electronic files (sample plans & specifications, City of Santa Ana's Computer Aided Design and
Drafting Standards)
Electronic files for title sheets and sheet borders
• Facilitate meeting space and coordination and City facilities
• Facilitate City Permits
4
EXHIBIT B
pq R.
t
1 V
-
X
1p 41! t.
CITY OF SANTA ANA
Proposal to Provide
On-Cali Materials Testing and Special Inspections Services
RFP #26-059A
May 21, 2026
.1 . a
h \ 1
1 At
_ r
1.
Op Vp
_ t+
P TWINING
Grounded in Safety,Built on Suslainability
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 4811 Airport Plaza Dr., Suite 220 Tel 562.426.3355
20 Civic Center Plaza, M-22 Long Beach CA 90815 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 times 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. 1, dated May 14, 2026, and has incorporated the clarifications therein.
Sincerely,
i
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
I . 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
I .
AF
9 -
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 _
materials that can be used most effectively and
economically, whether for a high-traveled arterial - -
requiring high stability to prevent rutting or a ^a ----
residential collector where noise reduction is a
priority. Our professionals are members of the :q
APWA,the Asphalt Pavement Association,the I
Rubber Pavements Association,the National Asphalt
Pavement Association, and the Caltrans expert task
group on flexible pavements, keeping our engineers
on the pulse of new and upcoming technologies. 3 '
Twining I City of Santa Ana 2
1 . Statement Of Qualifications
Years in Business
128
Office Nearest to Serve the City
18071 Mount Washington Street,
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 ofQualifications
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.
�J
Twining City of Santa Ana 4
1 . Statement of Qualifications
Organization Chart
Single Point-of-Contact j
f Key Staff Members `
Subconsultant _
Project Executive/
Engineering Manager
Paul Soltis, PE,GE
Safety Manager
Cameron DeSart
Project Manager/
Single Point-of-
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 Perez Laboratory ia
Technicians
Welding/Steel Jose Castillo Darren Davis
Emmanuel Abrifor,
QSD, QSP, QISP,CPESC,
CESSWI,WPCM
SWPPP Supported by our staffof 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
Almanza,Ernesto X X X X X
Andrade,John X X X X X
Andrus, Isaac X i 7F X X X X X
Araiza,Alan X X
Arana,Alberto X X X
Arcos, Matt X X X X
Barroso,Christian X X X
Bauduin,Aidan X X X X X X _ X
Bauduin,Joe X X X X X
Bauduin,Matt — - ----- I X .:.._.._ �...X.._ -- __ ------ X . X X- X X X X
Bauman,Noah X X X X X X
Bogle Bryan X J X X
Brown,Alexandra X X X
Cappello,Steve X X X X X
Castillo.Jose X X X X f 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 X X X X X X 1 X X
Crick,Tim X X I
Cuthbertson Jr.,Van X X X X X X X
- 1
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
y_ - _._.. �.._.....
Diaz,Sergio X X X X X
Twining City of Santa Ana 21
1 . Statement of Qualifications
Im
Dobay,Vince X X ! X j
Dorado,Adrian X
Dorado,Carlos X
Dorsch, Bryan X X X X X X X
Elias,Rogelio X X X X X X X
Elnabbout,Adib X X X X X
Etcheverria,Tyler X X X X X X
Faheem, Michael X X X X X X X
Farag,Mokhles X X X X X X X X X
Fierro,Eric(Sonny) X
Flores,Walter X
Fonseca, David — X X X X X X
Francis,Timothy -T X -- X X _- X-
Franco Casas,Jose X X X i X X X X
Franklin,Howard X X
Gaines,Jack X I X X X
Garcia,Eugene X X
Ghattas,Zarif X X X X X X
Gndy,Micheal X X X X X X X X X
Gomez,Francisco F. X X X
Gomez,Matthew X X j
Gonzales,Joe X X X X X
Gradford,Tamid X ......_ X X X X
--- --- —._�- _
Grijalva,Tom X X X X X X
Gurule,v,Vince I X
Hardy,Bryan X X X X X X X
Hargleroad,Westley X I
Twining I City of Santa Ana 22
1 . Statement of Qualifications
CL
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 1
- ---- -
Ibrahim,Yasser X X X X X X X X
Johnson, Nathan X X X X X X X �i 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
a
Khalil,Ihab X F X X X X
Kim, Peter
X x x x x x
Kirby, Brendon X ! X X X l X -
Krolikowski,Roland X X X X X X X X X
Lacy,Braxton X X X X X X X
Lawrence,Keith X X X X
_ 3
Lawson,Shakeen a X X X
Leal,Emma }( i
Ledgerwood,Sharon X p X X X
Lewis,Brandon X X X X X
Lim,Jess X II X I X X X X X X X X X
Linares,Vanessa I X L X
Little,Jon X X X X X X X
Lomelin,Jack X
Lottie,Marc X X X
Twining I City of Santa Ana 23
1 . Statement of Qualifications
IV
CM
Luna,Eddie X
Luna,Edwin X i X i
9
Martin,Trevor X
Mathis,Brandan X X X i X
McVey,Mike X X X X
_.___ f -
Melgar,Jose X X I X X X X X 1 X X X
Meza,Rodolfo X X X X X
Miller, Mike X X 1 X X X X X
Morales,David X X X X X X X X X
Mousa,Mohammad X ! X X X X X X X
Muir,Jason
Munson,Chris X ` X X
Murbarger,John X X X X X X
Nadane,Aleksander X X X 1 X X X
Neely,hick X X X X X X X
Nelson, Gary X X X X X X
Newman, Bryce 4 X -- - X X
_... J
Nguyen,Steve X f X X X X X
Noor,Sherif X X X X X X X X X X
i
Norouzian,Axel X X X X X X X X X
Nunez,Delia X X X X
Nunez,Michael X X X X X X
Nuno,Carlos X X 1 X
Ornelas,Eddie(Heriberto) X X
Palafox,Jorge X -- — X I_..
Pedersen, Ron X X X X X ! X
Peery,Craig X X X X X X
Twining City of Santa Ana 24
1 . Statement of Qualifications
(Last,First) 0
CL
Pena,Gerard X .. X X X X X X _ ....__
Perez, Daniel X X X 1
Perez, Eddie d --......_.__.._._. X . _._ _. ._X_.
Polischuk,Andrei X X X X X X X X X X X
Rahbar,Peyman X X X X X X X
Ramelot,Megan X X X X
Rasmussen,Brook i X X
Reber,Robert X X X X X X
Reyes,Apolinar(Polo) X X
Rezk,Oussama(Alex) X X X
i
Richardson, Mike(Jeffrey) X X X X X X
Robinson,John X X X
Rodriguez,Pete X X i X X
Rofaeil,George X I X X X X X X X X X
Rogers,Dustin X X X X X X j X X X X X X
Rojas,Tomas X X X X
Romero,caitiin X X X
Rosales,Desmond X X X X X X X i X
Salinas,Omar X i X
Salomon,Xavier X .. T- X X X X
Scherer, David X X X X X X X X
Schoeneck,III, Elwin X X X X X
Schroeder,Brandon I...X X
X X X X
Shumate,Steven X
Simpo,Amani X X
Smith,Tod X X X X X X
Smoley, Faye-Sha X X X X X X X X X
Twining 1 City of Santa Ana 25
Q
N
d
C
N �
L
C
rr{��
p U n. 0J t'j t9 N C fn'',: 0
=_ N O OQj
Cm Z to 0 C L N H
t0 N N N N N N N N M0 r a Ll 91 N N N y
j c C C = c c C 0 0 0 ro +R 0 0 v
Inspector Name `L -j �' cn cn v� `�° i "0 'L° m m u ia. ii a Ln a
(Last,First) —0o o a o U) c� c� ca c� c� c) c> cs c� cs
( ) a a a a a a 0 V U U U v L) 0 V U V is U Ca c- ca t- 0— �
® ■■■
n ■
y
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
•
wo.2,4006R 2. REVIEW SCOPE 6. COORDINATE & TRACK
• •
3. PROPOSE BUDGET L 7. PM/QC REVIEW
!� ►l 11
� � r
4. ASSIGN TEAM L 8. 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 T"", asecure 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.
R► y ;
Santa Ana Quality Assurance Program and .., ►` �'1w ,-
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 logs, 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
Twining's laboratories participate in applicable City under individual task orders.
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
MW 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
$" 'y' and short-notice assignments within the City of Santa
Ana. Our inspectors coordinate daily with laboratory
staff, and rush pickup, off-hours testing, and weekend
t = laboratory services can be provided when required by
• `, ,� �. _,_, 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(Daav Unless Otherwise Noted),
Code Engineering And Consulting Personnel _ Rate Code Continued Rate
10026 Senior Principal AdvisorlConsullant $ 390.00 95315 Torque Multiplier $ 48.00
10001 Principal EngineedGeologist $ 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
10010 Technical Advisor $ 250.00 95324 2"x 2'x 2'Mold $ 26.00
10011 Material Scientist,WeldinglNDT Consultant $ 275.00 95343 Nuclear Gauge(Per Hour) $ 13,00
70003 Registered GeologisUCertified Engineering Geologist $ 275.00 95319 Sand Cone Density Test Equipment $ 60.M
10003 Senior Fllgineer(Geologisit $ 250.00 95333 Pull Test Equipment $ 74,00
10009 Registered Civil Engineer $ 240.00 95348 ConcretelAsphalt Coring Equipment $ 720,00
80003 RoofinglWaterproofing Consultant $ 265.00 95336 Floor Flatness(Dipstick) $ 63.00
10013 Project Engineer/Manager $ 235.00 95330 Schmidt Hammer S 4a,00
30000 Quality Control Manager $ 235.00 95341 Vapor Emission Test Kits $ 58,00
10005 Senior Staff Engineer/Geologist $ 220.00 95342 Relative Humidity Probe S 90.00
10007 Staff EngineerfGeelogist $ 205.00 95339 UPV(Ultrasonic Pulse Velocity)Meter $ 420,00
10015 Quality Control Administrator $ 205.00 95351 Fireproofing AdheslonlCoheslon(Per Test) S 4200.
10019 Metallurgical Technician $ 175.00 95300 A Scan Ultrasonic Equipment And Censumables $ 160,00
90001 CADD Operatorl®rattsperson $ 160.00 95303 Magnatic Particle Equipment And Censumables S 53.00
95103 Administrative Support $ 105.00 95306 Liquid Penetrant Censumables $ 48.00
70107 Field Supervisor $ 195.00 95307 Phased Array Ultrasonic Equipment(Per Hour) $ 105.00
91030 Safety Supervisor $ 195.00 95347 Ground Penetrating Radar S 399.00
20000 Laboratory Manager $ 1a0.00 95345 Impact Echo $ 405.00
91 Laboratory Techriolan $ 155100 95362 Ultrasonic Tomography S 526.00
90005 Expert Witness Testimony $ 630.00 95349 Inertial Profiler(Per Hour) Quotation
91010 qualified SWPPP Developer $ 220.00 95352 Borescope $ 315.00
91000 qualified SWPPP Practitioner $ 205,00 95356 Infrared Camera $ 10511
30001 Vibration Engineer $ 240.00 95357 Project Dedicated Vehicle S 18900
95364 Roller Compacted Concrete Vibrating HammerfTemping Plate S 84,00
Task 95367 Half-Cell Potentiaf Equipment Bet S 465.00
Code Field Inspection Personnel Rate 95368 Concrete Electrical Resistivity Meter $ 189,00
10101 ConcretelReinforoad Steel Inspector $ 139.00 96369 Field Hardness(Steel) S 116.00
10103 PrestressedlPost Tensioned Inspector $ 139.00 95370 Coating Thickness Gauge S 16600
10105 Concrete ICC Inspector $ 139.00 95373 Curing Box(Not Temperature Controlled,One-Time Feel S 78800
10109 Ddlled-In-Anehor Inspector $ 139.00 Per Box)
10111 Gunite/Shotcrete 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 Steel/Welding 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) $ 65,00
10115 Firestop Spetaal Inspector-IFC Premier $ 160.00 20102 Standard Sample,Concrete Cylinders(Each) $ 36,00
10117 Firestop Special Inspector-IQP $ 205.00 20101 Standard Sampler MortarlGrout Cubes And Cores, $ 36.00
70109 L.A.Deputy Grading Inspector $ 150.00 Fireproofing,Reber,And Epoxy Pdsms(Each)
75001 Asphalt Field and Plant Inspector/Technician $ 139.00 20103 Oversize Sample:Masonry Prisms And Shotcrete Panels(Each) $ 94,00
70103 Pile Driving Inspector $ 139.00 20104 Oversize Sample:Rexurat Beams(Each) $ 94,00
70101 Soils Technician $ 139.00 20107 Technician For Specimen Pick-Up Not Listed Above $ 160.00
10107 Concrete Quality Control(ACiIraltrans 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 RoofingfWaferprocfing Inspector $ 150.00 Or After 5,00 p-m.Monday Thiu Friday,Or All Day Saturday
10500 Pub€ic Works Inspector $ 156.00 (Per Hour,2-Hour Minimum Plus Mileage)
10515 Mechanical Inspector $ 185.00
10519 Electrical Inspector $ 18500 Task
10521 Plumbing inspector $ 185.00 _Code Jobsite Trailer,Mobile Or On-site Laboratory Rate
10523 Building Inspector $ 185,00 95360 Portable Or Mobile Laboratory Unit quotation
30002 Vibration Monitoring Technician $ 160-00 95374 Jobsite Trailer,Conex,Or Equipment Storage Box Quotation
50003 Field Engineering Technician $ 139,00
Task
Task Code Concrete Tests(Field Made Specimens) Rate
Code Shop Inspection Personnel Rate 20201 6"x 12"Cylinder Compression Strength(ASTM C39) $ 49.00
1 U301 Structural Steel Fabrication Inspector $ 139.00 20202 4"x 8"Cylinder Compression Strength(ASTM C39) $ 43,00
10309 Batch Plant Quality Control Technicianllnspeclor $ 139.00 20203 Density Of Structural Lightweight Concrete Equilibrium $ 107.00
10325 Glue-Laminated Fabrication Inspector quotation Over Dry Method(ASTM C567)
10328 Pro-Cast ConcrelelPipe Fabrication Inspector $ 139.00 20205 Core Compression Including Trimming(ASTM C42) $ 97.00
20207 6"x 6"x 18"Flexural Beams Not Exceeding Referenced $ 134.00
Task Size(ASTM C78,C2W or CTM 523)
Code Nondestructive Testing Personnel Rate 20209 Splitting Tensile Strength(ASTM C496) $ 134,00
10401 Ni Ultrasonic Testing Technician $ 145.00 20211 Modulus Of Elasticity Test(ASTM C469) $ 348.00
10403 NDE Magnetic Particle Testing Technician $ 145.00 80003 Rapid Chloride Permeability Test,.Cylinders Or Cores $ 610.00
1 U405 NDE Dye Penetrant Testing Technician $ 145.00 (ASTM C1202)
10305 Combination NDE Technician/Welding Inspector $ 145.00 80006 Density,Absorption,And Voids In Hardened Concrete $ 610.00
10409 Radiographic Testing(Crew Of 2) Quotation (ASTM Cl
10020 NDE Engineer $ 255.00 40005 Flexural Toughness(ASTM C1609,Formerly ASTM C1018) $ 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 Noted) Rate (CRD 39,AASHTO T336)
95318 Skidmore $ 51.00 40012 Bulk Electrical Resistivity(One Age Of Testing,ASTM C1876) $ 172.00
95339 Torque Wrench,Small if 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
160TWINING 2. Cast Proposal
Task Task
Code Concrete Specimen Preparation Rate Code Qualification Of Cements Rate
20151 Sawing Of Specimens(Each) S 54:00 80100 Chemical Analysis Of Portland Cement Per Standard $ 803.00
20157 Coring Of Specimens In Lab(Each) S 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) $ 118.00 Requirements(ASTM 0150)
80194 Physical Testing Of Type K Cement,Mortar Expansion $ 803.00
Task Laboratory Trial Batch:Concrete.Cement (ASTM 0306)
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 C1011 2), $ 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 1L Cement(ASTM C595;Excludes Specie!Properties) S 1,498.00
Laboratory(ASTM C192,C495) 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 $ 1244.00 Task Physical Testing Of Chemical Admixtures For
Laboratory,Equilibrium or Oven Dry Method(ASTM 0567) Code Concrete Rate
30237 Bulk Electrical Resistivity(ASTM C1876) $ 188-00 SC196 Qualification Of Admixture(ASTM 0494) quotation
30201 Laboratory Trial Batch(ASTM C19211 Procedure Performance) $ 589-00
30203 Concrete Mixture Design For Preconatnuctipn Evaluation And $ 343,00 Task
Backup Dale Development Code Evaluation Of Pozzotans 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 C157) (ASTM C618)
30230 Additional Reading,Per Set Of Three Bars $ 65.00 80143 Physical Testing Of Fly Ash Per Standard Requirements $ 801
30231 Storage Over Ninety(90)Days,Per Set Of $ 54.00 (ASTM C618)
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 C232) $ 193.00 Standard Requirements(ASTM C1618)
30229 Concrete Restrained Expansion(ASTM C878) $ 749.00 80250 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 Non-Shrink Grout:Height Change At Early Age{ASTM C827) $ 910.00 802S4 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-Enaineerina And Testing Services Rate
Duration Of Testing) 80256 Thermal Control Plan(Without Cooling Pipes)Per A Unique $ 9,000.00
80198 Laboratory Development of Strangth-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 $ 5,664.00 80260 Performance Based Maximum Temperature Difference 5 6,000.00
Establishing Datum Temperature(Up to 5 Testing Ages, Laboratory&Analytical Studies,One Concrete Mixture Design
ASTM C1074)
Task Rock And Concrete Aaareaates-Petroaral
Task Code Examination&Special USACE&CRD Tests Rate
Code Evaluation of Mixing Water for Concrete Rate 80262 Rock Type Description,Per Sample(Rock Core Or Rock $ 1,000.00
80246 Evaluation of Mixing Water For Concrete Per The Requirements S 1,070.00 Chunk)
Of ASTM C1602,Table 1(Physical Properties Of Mortar),Per 80263 Rock Type Description+XFID Including Clay Analysis, $ 1,500.00
Sample Per Sample
80248 Evaluation Of Mixing Water For Concrete Per The Requirements $ 1,284.00 80266 Natural Aggregates-Petrographic Examinatlon(Gravel And $ 2,750.00
Of Caltrans,Section 90,Per Sample Natural Sand Consisting Of Single Rock Type ASTM C295)
Each,One Sample
Task Concrete-Chemical Anafvsls.Transport Properties, 80268 Crushed Aggregates-Petrographic Examination(Crushed $ 2,750.00
Code Service Life Modeling,Petrographic Examination _ Rate Rock And Manufaclured Sand Consisting Of Single Rock Type
80123 Acid-Soluble Chloride Analysis(ASTM C1152) $ 134.00 ASTM C295),Each,One Sample
Includes Sample Prep) 80270 Coarse Aggregate Ceitiflcation For Deleterious Materials Per $ 6,500.00
80126 Water-Soluble Chloride Analysis(ASTM C1218) $ 161,00 Specifications Of USACE,Materials Coarser Than 0.75-Inch
(Includes Sample Prep) Each,One Sample,200Ib.
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 C1556) Specifications Of USACE,0.75-Inch And Finer Material,Each,
80159 Bulk Resistivity(ASTM C1876)And Formation Factor $ 696.00 One Sample,25 Ito.
80204 Chloride Binding Isotherm $ 910.00 80274 Fine Aggregate Certification For Deleterious Materials Per $ 2,750.00
80206 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
80200 Analytical And Experimental,(NordTest)Modeling Of Service $ 8,560.00 25 lb.
Life Of Concrete Per FID Model Code 34,Per Mixture Design
80210 NonSteady State Chloride Migration Coefficient,NordTest 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),Per Sample 30503 Abrasion:LA Rattler(ASTM C131) $ 206.00
80129 Petrographic Examination Of Hardened Concrete,Level II $ 2,250.00 30505 Abrasion:LA Rattler(ASTM 0535) $ 217.00
(ASTM C856)Includes Thin Section,Per Sample 70301 Atterberg LimitslPlasticity Index(ASTM D431 S.CTM 204) S 165.00
80218 Petrographic Examination Of Hardened Concrete,Level III $ 3,500.00 70303 California Bearing Ratio Excluding Maximum Density $ 596.00
(ASTM C856101723)(Thin Section And SEMIEDX),Per Sample (ASTM 01883)Soil
80222 WICM Determination(NordTest Build 351) $ 1,33800 70304 California Bearing Ratio Excluding Maximum Density $ 671
80224 Examination Of Volumetric Proportions Of Hardened Concrete $ 53500 (ASTM D1883)Cement-Treated Soil
(ASTM C457),Per Sample 70344 Cement-Treated SorifBase Mix Design:Includes Three Trial $ 3,60500
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) S 803.00 70305 Chloride And Sulfate Content(CTM 417,CTM 422) $ 180.00
80234 Paste Carbonation Analysis,Per Sample $ 268.00 30403 Clay Lumps And Friable Particles(ASTM C142) $ 210.00
80238 Insoluble Residue Analysis(ASTM C1324) Quotation 30321 Cleanness Value 1"x 94(CTM 227) S 180.00
80240 Alkali-Silica-Damage Rating Index(DRI),Per Sample $ 1,338.00 30322 Cleanness Value 1.5"x.75"(CTM 227) $ 28500
2 Twining M City of Santa Ana 33
� ! 2. Cost Proposal
" TWINING
Task Task
Code Soils And Aggregate Tests,Continued Rate Code Asphalt Concrete Tests,Continued Rate
70393 Collapse Potenlialflndex(ASTM D5333) $ 232.00 75040 Emulsion Residue,Evaporation(ASTM D244) $ 175.00
70396 Compressive Strength Of Molded Soil-Cement Cylinders $ 109.00 75024 Extraction%Bitumen(ASTM D6307,CTM 382) $ 175.00
(ASTM D1633) 75027 Extraction%Bitumen And Gradation(ASTM D5444,D6307, $ 240.00
70309 Consolidation Test Full Cycle(ASTM 2435,CTM 219) $ 205.00 CTM 2C2,382)
70311 Consolidation Test Time Rate Per Load Increment $ 47.00 75028 Extraction%Bitumen,Correction Factor(ASTM C6307, $ 385.00
(ASTM D2435,CTM 219) CTM 382)
70313 Corrosivily 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)
70315 CrushedlFractured Particles(ASTM D5821,CTM 205) $ 180.00 75042 Lab Tested Maximum Density Hveem,3 Briquettes $ 235.00
70317 Direct Shear Test Remolded And/Or Residual(ASTM D3080) $ 255.00 (ASTM D1561,D1188,CTM 304,308)
70319 Direct Shear Test Undisturbed-Slow[CD](ASTM D3080) $ 230.00 75057 Hveem SlablometerTest,Premixed,3 Briquettes $ 235.00
70321 Direct Shear Test Undisturbed-Fast[CU](ASTM D3080) $ 200.00 (ASTM Di 560,D1561,CTM 304,366)
70378 Durability Index Per Method-A,B,C,or D(ASTM D3744, $ 220.00 75048 tab Tested Maximum Density Marshall,3 Briquettes $ 230.00
CTM 229) (ASTM D6926,D2726)
70325 Expansion Index(ASTM D4829,UBC 18-2) $ 176.00 75049 Lab Tested Maximum Density Marshall 6"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 D4791) $ 250.90 Briquette,SSD,1 Briquette(ASTM D6925,D2726)
30508 Flat Or Elongated Particle(ASTM D4791) $ 220.00 75052 Lab Tested Maximum Density Superpave Gyratory Compacted $ 100.00
70331 Maximum Density Methods A167C(ASTM Di 557, $ 195.0c Briquette,Paraffin,1 Briquette(ASTM D1188,D6925)
D698,CTM 216) 75051 Maximum Theoretical Specific Gravity[RICE[(ASTM 02041. $ 18l
70333 Maximum Density Check Point(ASTM D1557,D698) $ 70.00 CTM 309)
70335 Maximum Density AASHTO 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 D2216,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 D2937) $ 45.00 75106 Marshall Stability And Flow,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 $ 3111 3 Briquettes(ASTM D5581)
Mixed In The Lab(ASTM 0558) 75063 Moisture Content(CTM 370) $ 91
70328 pH Of Soils(ASTM D4972) $ 65.00 75005 Wet Track Abrasion Test(ASTM D3910) $ 185-00
70330 Organic Content Of Soils(ASTM D2974,Method A Only) $ 91 75093 Hveem Mix Design(Excluding Aggregate Quality Tests) $ 6,000.00
30401 Organic Impurities(ASTM C40.CTM 213) $ 95-00 75096 Hveem Mix Design,With RAP(Excluding Aggregate Quality $ 6,501
70343 Permeability(ASTM D5084) Quotation Tests,RAP Qualification)
80001 Potential Reactivity Chemical Method{ASTM C269- $ 800.00 75099 Hveem Mix Design,With Lime(Excluding Aggregate Quality $ 10,000,00
Discontinued Method) Tests)
70394 Potential Reactivity Mortar Bar Expansion Method. $ 920-00 75094 Hveem Mix Design Call Untreated Mix(Including $ 7,001
14-Day Exposure(ASTM 01260) Aggregate Quality Tests)
70391 Potential Reactivity Mortar Bar Expansion Method, $ 1.10000 75095 Hveem Mix Design Caltrans Lime Treated Mix(Including $ 8,000.09
28-Day Exposure(ASTM 01260) Aggregate Quality Tests)
70398 Potential Reactivity Concrete Bar Expansion Method S 2.99500 75084 Marshall Mix Design(Excluding Aggregate Quality Tests) $ 6,000.09
(ASTM C1293),12 month 75087 Marshall Mix Design With RAP(Excludinq Aggregate Quality $ 6,400.00
70399 Potential Reactivity Concrete Bar Expansion Method $ 3.320.00 Tests)
(ASTM C1293),24 month 75090 Marshall Mix Design With Lime(Excluding Aggregate Quality $ 7,000.09
70397 Potential Reactivity of Aggregate Combination,Non-Standard $ 1.175.00 Tests)
Method;14-Day Exposure,Mortar(After ASTM C1567) 75083 Open Grade Asphalt Concrete Mix Design(ASTM 07064, $ 3,500.00
70392 Potential Reactivity Of Aggregate Combination,Non-Standard $ 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 Saii(ASTM 2844,CTM 301) $ 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) $ 129.00 75114 Superpave Mix Design With Rubber(Excluding Aggregate $ 12,501
70351 Sieve#200 Wash Only(ASTM D1140,CTM 202) $ 93.00 Quality Tests)
70353 Sieve With Hydrometer 314"Gravel To Clay(ASTM D422. $ 258.00 75115 Superpave Mix Design With Additives(Excluding Aggregate $ 12,700-00
D792%CTM 203) Quality Tests)
ill Sieve With Hydrometer Sand To Clay(ASTM D422, S 248.00 75C75 Effect Of Moisture On Asphalt Paving Mixtures,Pre-Mixed $ 1,200.00
D7928,CTM 203) (ASTM D4867,AASHTO T283)
70357 Sieve Analysis Including Wash(ASTM C136,CTM 202) $ 155.00 75111 Hamburg Wheal Track Test,29,1 Passes,4 Briquettes $ 1,300.00
70359 Sieve Analysis Without Wash(ASTM C136,CTM 202) $ 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
7031 Sieve Analysis Without Wash With Cobbles(ASTM C136, $ 245,00 75067 Marshall Stability,Wet Set,3 Replicates(AASHTO T245) $ 390.00
CTM 21 75068 Marshall Stability,Dry Set,3 Replicates(AASHTO T245) $ 330.00
711 Soundness Sodium Or Magnesium Sulfate,5 Cycles $ 464.00 75070 Gold Recycled Asphalt Mix Design 2 Gradings Each, $ 11,600.00
(ASTM C88) 3 Emulsion Content(Caltrans Li
70365 Specific Gravity And Absorption Coarse(ASTM C127, $ 105.00
CTM 206) Task
70367 Specific Gravity and Absorption Fine(ASTM 0128, $ 170-00 Code Mortar And Stucco-Petrographic Examination Rate
CTM 207) 80282 Stucco,One-Coat(ASTM C856),Includes Thin Section), $ 2,250.00
70369 Swell/Settlement Potential One Dimensional(ASTM 04546) $ 155.00 Per Sample
70371 Triax€al Quotation 80286 Stucco,Tyro-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-Coat(ASTM C856),Includes Thin Section), $ 3,000-00
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) $ 535.00 Analysis),Per Sample
30412 Lightweight Particles Fine,with One SQIOtIOn(ASTM C123) $ 258.00
20807 Method of Test for Relative Mortar Strength of Portland $ 1,400.00 Task
Cement Concrete Sand 1 515) Code Brick Masonry Tests.ASTM C67 Rate
20301 Modulus Of Rupture Flexural $ 118.00
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 $ 118.00
75032 HMA Mixing And Preparation With Aggregate Treatment $ 196-00 20309 Initial Rate Of Absorption $ 75.00
75033 Bulk Specific Gravity Of Compacted Sample Or Core ssn $ 62.00 20311 Efflorescence $ 91.00
(ASTM D2726,CTM 3080) 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_c0
Coated(ASTM D1188 and CTM 308A)
3 Twining City of Santa Ana 34
I i 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 ConlentfOven Dry Density $ 102.00 20630 Bolt Axial Tensile Test(Up To 718"Diameter) $ 75-00
20327 Linear Shrinkage(ASTM C425) $ 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 $ 188.00 20633 Bolt Wedge Tensile Test(Greater Than 718"Up To 1"Diameter) $ 118.00
20331 Core Compression $ 97.00 20634 Bolt Axial Tensile Test(Greater Than 1"Diameter) $ 140.00
20333 Shear Test Of Masonry Cores 2 Faces $ 118.00 20635 Bolt Wedge Tensile Test(Greater Than V Diameter) $ 150.00
20339 Efflorescence Tests $ 91.00 20636 Bolt Proof Load Test(Up To 7)8") $ 102.00
20637 Bolt Proof Load Test(Greater Than V11"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 718") $ 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) $ 102.00
20343 Compression Test,Composite Masonry Prisms>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 $ 760.0C Task
(For Double-Wyche Specimen) _Cod_e_.. Chemical Testing Of Metal And Steel Rate
80170 Steel Chemical Analysis Quotation
Task 80173 Weight Of Galvanized Coating(ASTM A90) $ 97.00
Code Mortar And Grout Rate 50176 Epoxy Coating Thickness $ 107.00
20351 Compression 2"x 4"Mortar Cylinders(ASTM C780) $ 65.09 80177 Coating Thickness $ 102.00
20353 Compression 3"x 3"x 6"Grout Prisms, Includes Trimming $ 49.00
(ASTM C1019) Task Machining And Preparation Of Tensile And Bend
20355 Compression 2"Cubes(ASTM C109) $ 65.00 Code Sample:Carbon Steel Rate
20357 Compression Cores Includes Trimming(ASTM C42) $ 97.00 20751 Machinist Initial Preparation From Mock-Up.Etc.(Per Hour) $ 156.00
20753 Sawoul To Overall Width(Per 0.5"Thickness Or Fraction $ 70.00
Task Thereof)
Code Masonry Specimen Preparation Rate 20755 Machine To Test Configuration Milled Specimens $ 102.00
20155 Cutting Of Cubes Or Prisms $ $1.00 20757 Machine To Test Configuration Turned Specimens(Per 0.5" S 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 17605) $ 97.00
Task
Task Code Chi Impact Rate
Code Gunite And Shotcrete Tests Rate 20621 Charpy Impact Ambient Temperature $ 113.00
20361 Core Compression including Trimming(ASTM 04.2) $ 113.00 20623 Charpy Impact Reduced Temperature $ 150.Co
20365 Compression Cubes(Includes Saw Cutting) $ 81.00
Task
Task Concrete Roof Fill:Gvpsum,Vermiculite,Perlife, Cade Machining Of Crl Samples:Carbon Steel Rate
Code Lightweight Insulating 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 C4721 $ 70.00
20379 Oven Dry Density(ASTM C495) $ 97.00 Task
Code Prestressing Wires And Tendons. (ASTM A4161 Rate
Task 20701 Stress-Strain Analysis Wire Or Strands(Including Chad And $ 273.00
Code Reinforcing Steel,ASTM A615-A706 Rate Percent Offset)
20501 Tensile Test#11 Or Smaller $ 8100 20703 Tensile Test Only $ 204.00
20503 Bend Test fill 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 I Fiberwrap) Rate
20706 Tensile Strength-Set of 5 SpecimenslBatchlDirection $ 1,498,00
Task (ASTM D3039)
Code Reinforcing Steel-welded Or Coupled Specimens Rate 20707 Tensile Strength-Additional Specimens(ASTM D3039) $ 289.D0
20621 Tensile Test Welded/Coupled fit And Smaller $ 91.00 (ASTM D3039)
20523 Tensile Test WeldedlCoupled#14 $ 311,00 20708 Heating Chamber Time-Per 24 Hr.Pericd $ 107.00
20525 Tensile Test WeldedlCoupled fit $ 439.00
29529 Weld Macroetah $ 102.00 Task
29531 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 CalibrationNerification Services Quotation
20803 Universal Test Machine Usage(Per Hour) $ 509.00
Task
Code Metal and Steel Testing Rate Specialty Testing _
20601 Tensile Strength Up To I Pounds(Each) $ 91.00 -Cylic And Fatigue Testing Programs On Spedal ProductsJParts
20603 Tensile Strength Up To 200K Pounds(Each) $ 102.11 -Engineering And Technical Supports/Design Of Prototypes And Special Test Set-Up
20605 Tensile Strength Up To 300K Pounds(Each) $ 129.00 -Fastener/Coupling Full Testing Program Per New Regulations:Tension,TensionlBend,
20607 Tensile Strength Up To 400K Pounds(Each) $ 188.00 Shear,Double Shear,8 Compressions
206C9 Tensile Strength 400K To 600K Pounds(Each) $ 428.D0 -FiberglassfCorr ite Materials Field Testing Program(ASTM❑l 143 D1242,
20611 Tensile Strength Stress-Strain Percent Offset $ 268.00 D2584,D4065,D4476,D4923,D7901,D7921,and D732)
20545 Weld Macro etch $ 1C2.00 -Field Testing Of Structures And Structural Elements
20547 Weld Fracture $ 54.00 -In-Place Shear Testing
20615 Bend Test $ 86.00 -Materials And/Or Product Evaluation Per Specifications
20617 Flattening Test $ 86A0 -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 1 at to reflect increased costs.
4 Twining k City of Santa Ana 35
# � 2. Cost Proposal
�OTININ
General Conditions, Continued
Nate 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 flnsoection and Technician Personnel Only-Other Personnel Charoed on Portal to Portal Basist
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
Reqular Time(All Types of Inspection and also All Non-Exempt Employees)
The first 8 hours worked Monday through Friday between 5,00 a.m.and 5:00 pm-except as noted otherwise below,
Time and One-Half(All Types of Inspecli and also All Non-Exempt Employees)
All shifts will be billed based on the time and date of their start-Any increment past 8 hours through 12 hours worked Monday through Friday and the first 12 hours on Saturday.Time and
one-half will also be charged for the first four hours before 5,00 a.m.and after 5:00 p.m.
Double Time(All Types of Inspection and also All Non-Exempt Employees)
All shifts will be billed based on the time and date of their start.After the first 12 hours worked Monday through Saturday,all day Sunday, and holidays.After the first four hours worked
before 5:00 a.m.and after 5:00 p.m.Holidays are New Year's Day,President's Day,Memonal 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 without 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 under this 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 Coveraqe
Any requirements for additional insurance policies or coverage beyond our normal policiesllimlts(e.g.SML coverage)may be provided at an additional fee and will be quoted on a per
project requirements basis.
Certified Payroll
Certified payroll will be provided,upon request,at an additional charge of$150.001month. 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
li 2. Cost Proposal
'PTWININ
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 lust a day,depending on the number and complexity of the issues-Cost for final reports will be billed hourly.
Terms of Payment
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 he added to the unpaid balance.
In addition,shoud the client require that invoices be submitted through a web based or electronic system,the client will be responsible for all costs associated with the use of the system.
A 3%fee will be applied for payments processed by credit card.
All invoice errors or necessary corrections shall he brought to the attention of Twining within 15 days of receipt of invoice.Thereafter,customer acknowledges invoices are correct and
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,attorney's 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 warrant or guarantee that material is representative of material that is or will be used in actual construction of the project.
Specimens will be discarded after testing unless Twining has been notified prior to testing that the customer wishes to retrieve the specimens or storage arrangements are made.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 he
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
76 co
T _T
o \ O a co° a N N N N N E C Q
U C C U U U U Uco
- - - - - O �
O a) U N ° f .CL d. Q. .a .EL � C
N
F Uo om ao o O
z zE o
O 2
N u- o Q o C3
U _
CN *v
IN L 7
N 63
p
Z L ip o o a al tM C
Q p 0 d y V) O
co m
to
Q N o LLn7 0�7 f�D C coo 0 0 LLOS v {� co Co In Q O U
r o Z > N 67 r co O
r r r Z a U3 r 6j.
Z r r r
O y
OU � U � � •� 7,
Lu o J E
WF--
LU II II II II U W o o
L T
Z
z O ti ti h I- [o C U p
{j] O O NO NO O O E
Q Z T H r N N LS N Q
r r co S2 S2 Cl) r U >
Q O = N N N N d
- r
J LU a) (l5 C-
Q IL ER O 0) Vs L
Q U Z N 3 m
V7O � o a ry �- N cm cam
O N N N N cV (a N >,
•- -
O. 0.' Z 5 E E ? E O C] c 0 a � C -0C
O Q Q o +� 5 O N N N N = � O O
awZ `� D o
r w o
U) Z) L�L1 a 0 > > O C +C_ V
V O z
Q Z i+ E E 00 Co r O r p E
LL1 2 F- N N N N N ca C. ul OV p
LZL.I O E wN Q 64 3 613 EF3 4f3 y y LL
.
on
N N C) [o co C O
O sn
LL I-- C7 C7 .0 r Oo 6 O Ln O.- U OU
O� z m + + m � IN IN N E � Q �
OO L Q ) CO
LLLNNNLLL p Q a) N C rt•, U') N co '� co p
() Z + C G Z = t cV N Q [o N C
LL U m 0 O .� 00 CO O ci :.. CL O C) �
U 0 N h- � N N N N CID LL
T �
LU Q1 I Q U) Ef-} Ef3 f!} Ff3 4f} .+r.. (D
U) U & 0' co caco C C * N N
m IL Li- O E m C
LL
m z � w U coi o
CDCL wan +
CIO
a o o
Z
T
.0 LL � * Q
'O J 'n W x u N N
~ Ib U C - Y (D Y
m _ N N Q- T
Q CO cu
to Q C tl7 U E
(� E � •C � 0
"O N {) O yO� Q Cs CL O L N
Z v C N 0 W E LU cn T ul o
l� .W.' d O w p
I j U E U p U UCL
v) U O C a C N N 4 N E
Q U 0 U N C U Q II U
C Q O X D~ .U7 = D q O @ 4l
M Zo E v s 11�1 CL o E a, m LL o o f
o o w z O6w LL E cr) 5 cw u0 0-wh
LLu >1 CD we
0 0 o a `o E o x m o o o O Y s m LL
Z 0 -n LL LL LL ¢ W CL a- Q co J C) C� Z Z
cs
co
ro
ro
a}
o
U
L
b
y
� C.
O Q O
N C O C G F y C O o 0 0 0
� N 64 E9 6S E9 F„ ti9 64 N3 6S 64 v9
O �
i.,
p r
❑ 3 3
tl
_ d 694 6Q9 644 GQ9 Q � 644 .5 a �
fl y v hl
v
v d
C a o
V � w
Q yUvi a n
ti
b 'a
rU-
cn v .�
w
he u U ➢ .�
H � � ^ N❑❑ M �' '�1� b O n '' z'� � � '� �
2. Cost Proposal
•� V
' TWINING
Federally Funded Projects Fee Schedule
Task Task
Cade Equipment Usage(Daily unless otherwise Noted) Rate Code Concrete Specimen Preparation Rate
95318 Skidmore $ 53.00 20151 Sewing 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 S 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(C18551C191) $ 250.00
95324 2"x 2"x 2"Mold $ 27,00 30216 Compression Test 4"x 8"Cylinders Made And Tested In $ 66.00
95343 Nuclear Gauge(Per Hour) $ 14.00 Laboratory(ASTM Cf92,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 ConcretelAsphalt Coring Equipment $ 749,00 30219 6'x 6"x 16'Flexural Beams Made And Tested in Laboratory $ 156.00
95336 Floor Flatness(Dipstick) $ 66.00 (ASTM C192,C78)
95330 Schmidt Hammer $ 51 30223 Splitting Tensile 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 $ 379.00
91 UPV(Ultrasonic Pulse Velocity)Meter $ 437.00 Laboratory(ASTM C192,C469)
95351 Fireproofing AdhasiordCohesion(Per Test) $ 44.00 30227 Density Of Structural Lightweight Concrete Made In $ 129.00
95300 A Scan Ultrasonic Equ6pment 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
95306 Liquid Penetrant Consumables $ 50.00 30201 Laboratory Trial Batch(ASTM C1921Lab Procedure Performance) $ 613.00
95307 Phased Array Ultrasonic Equipment(Per Hour) $ 200.00 30203 Concrete Mixture Design For Preconstructien Evaluation And $ 350.00
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 Cry Days(ASTM C157)
95349 Inertial Profiler(Per Hour) Quotation 30230 Additional Reading,Per Set Of Three Bars $ 59.00
95352 Boresccpe $ 328.00 30231 Storage Over Ninety(90)Days,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 Hammerffamping Plate $ 87.00 30209 Bleeding(ASTM 3232) $ 201.00
95367 Half-Cell Potential Equipment Set $ 421.00 30229 Concrete Restrained Expansion(ASTM 0878) $ 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 $ 17300 20263 Non-Shrink Grout Height Change After Final Set(ASTM C1090) $ 556.00
95373 Curing Box(Not Temperature Controlled,One-Time Feel $ 820.00 20265 Non-Shrink Grout:Height Change At Early Age(ASTM C827) $ 946.00
Per Box) 30232 Cracking Resistance,Set Of Three Rings,Laboratory Trial $ 6,699.00
95371 Temperature Control Curing Box(Per Month) $ 546-00 Batching,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 $ 9,459.00
Task Duration Of Testing)
Code Specimen Pick-Up Rate 60198 Laboratory Development of Strength-Maturity Curve Without $ 3,561.00
20100 SoiVAggregate Sample(Each) $ 57.00 Establishing Datum Temperature(Up To 5 Testing Ages.
20102 Standard Sample:Concrete Cylinders(Each) $ 37.00 ASTM C1074)
20T01 Standard Sample:Mortar/Grout Cubes And Cores, $ 37.00 80199 Laboratory Development Of Strength-Maturity Curve With $ 5,81a1.00
Fireproofing,Robot.And Epoxy Prisms(Each) Establishing Datum Temperature(Up to 5 Testing Ages,
20103 Oversize Sample:Masonry Prisms And Shotcrete 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:D0 a.m. $ 229.00 80246 Evaluation of Mixing Water For Concrete Per The Requirements $ 1,113.00
Or After 5:00 p.m.Monday Thru Friday,Or All Day Saturday Of ASTM C1602,Table 1(Physical Properties Of Mortar),Per
(Per Hour,2-Hour Minimum Plus Mileage) Sample
8024E Evaluation Of Mixing Water For Concrete Per The Requirements $ 1,335A0
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,Petra ra h€c Examination Rate
80121 Water Absorption Rate per Set(C 1595) $ 2,100.00
80123 Acid-Soluble Chloride Analysis(ASTM C1152) $ 175.00
Task Includes Sample Prep)
Code Concrete Tests(Field Made Specimen0 Rate 80126 Water-Soluble Chloride Analysis{ASTM Cl219) $ 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 Cementitious Mixtures By $ 3,116.00
20203 Density Of Structural Lightweight Concrete Equilibrium $ 111.no Bulk Diffusion(ASTM C1556)
Oven Dry Method(ASTM C567) 80159 Bulk Resistivity(ASTM C1876)And Formation Factor $ 725.00
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 Life365 Model,Per Mixture Design
20209 Splitting Tensile Strength(ASTM C496) $ 139.00 802CB Analytical And Experimental(Nord-rest)Modeling Of Service $ 8,902.00
20211 Modulus Of Elasticity Test(ASTM C469) $ 362-00 Life Of Concrete Per FIB Model Code 34,Per Mixture Design
80003 Rapid Chloride Permeability Test:Cylinders Or Cores $ 634.00 80210 Non-Steady State Chloride Migration Coefficient,NordTest 492 $ 100
(ASTM C1202) 80212 Petrographic Examination Of Hardened Concrete,Level 1 $ 1,750.00
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 $ 2,250.0C
40005 Flexural Toughness(ASTM C1609,Formerly ASTM C1018) $ 1,002.00 (ASTM C856)Includes Thin Section,Per Sample
40006 Double Punch Strength Of Fiber Reinforced Concrete $ 668.00 B0218 Petrographic Examination Of Hardened Concrete,Level Id $ 3,500.00
40009 Coefflcienl Of Thermal Expansion Of Concrete $ 724.00 (ASTM C8561O1723)(Thin Section And SEMlEDX),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 C 1876) $ 179,00 80224 Examination Of Volumetric Proportions Of Hardened Concrete $ 550.00
80013 Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete S 1,113,00 (ASTM C457),Per Sample
Beam(EN 14651}
Twining I City of Santa Ana 40
% 2. Cost Proposal
" TWINING
Task Concrete-Chemical Analysis,Transport Properties,Service Task
Code Life Modeling.Petrographic Examination,Continued Rate Code Soils And Aggregate Tests,Continued Rate
80228 Air Void Analysis Of Hardened Concrete(ASTM C457), $ a00.00 70305 Chloride And Sulfate Content(CTM 417,CTM 422) $ 187.00
Per Sample 30403 Clay Lumps And Friable Particles(ASTM C142) $ 218.00
80232 Electron Microscopy(ASTM C1723) $ 1.000,00 30321 Cleanness Value 1'x#4(CTM 227) $ 187.00
80234 Paste Carbonation Analysis,Per Sample S 250.00 30322 Cleanness Value 1.5'x.75"(CTM 227) S 296.00
80238 Insoluble Residue Analysis(A$TM C1324) Quotation 70393 Collapse Potentiaillndex(ASTM D5333) $ 241.00
80240 Alkali-Silica-Damage Rating Index(DRI),Per Sample S 1,500.00 70396 Compressive Strength Of Molded Soil-Cement Cylinders $ 113.00
(ASTM D1633)
Task 70309 Consolidation Test Full Cycle(ASTM 2435,CTM 219) $ 213.A0
Cade Qualification Of Cements Rate 70311 Consolidation Test Time Rate Per Load Increment $ 49.00
80105 Heat of Hydration of Cementitious Materials by $ 750.00 (ASTM D2435,CTM 219)
Isothermal Calodmetry,(C1702)
80100 Chemical Analysis Of Portland Cement Per Standard $ 835.00
Requirements(ASTM C150) 70313 Comosivity 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) 70315 CrushedlFractured Particles(ASTM D5821,CTM 205) 5 181
80194 Physical Testing Of Type K Cement,Mortar Expansion $ 835.00 70317 Direct Shear Test Remolded AndlOr Residual(ASTM D3080) $ 26500
(ASTM C806) 70319 Direct Shear Test Undisturbed-Sim[CDJ(ASTM D3080) S 239.00
80195 Physical Testing And Chemical Analysis Of Portland Cement $ 1,558.00 70321 Direct Shear Test Undisturbed-Fast(OU](ASTM D3080) $ 20&00
Per Standard Requirements(ASTM C150) 70378 Durability index Per Method-A,B,C,or D(ASTM D3744, $ 229,00
80106 Partial Analysis Or Specific Physical Tests Quotation CTM 22%
80110 Sulfates Resistance Of Hydraulic Cement(ASTM C1012), $ 3,336.00 70325 Expansion Index(ASTM D4829,UBC 18-2) $ 182.00
6 Months 750114 Fine Aggregate Angularity(ASTM C1252,CTM 234, S 208.00
80111 Sulfates Resistance Of Hydraulic Cement(ASTM C1012), S 3,6l AASHTO T304)
12 months 30507 Flat And Elongated Particle(ASTM D4791) S 260.00
60149 Type IL Cement(ASTM 0595;Excludes Special Properties) $ 1,498.00 30508 Flat Or Elongated Particle(ASTM D4791) $ 229.00
80151 Clinker Microscopy,Per Sample $ 910.00 70331 Maximum Density Methods A1BFC(ASTM D1557, $ 203.00
D698,CTM 216)
Task Physical Testing Of Chemical Admixtures For 70333 Maximum Density Check Point(ASTM D1557,6598) 5 73.00
Code Concrete Rate 70335 Maximum Density AAS HTO C[Modified](AASHTO T-180) $ 208.00
80196 Qualification Of Admixture(ASTM C494) Quotation 70336 Maximum Index Density Vibratory Table(ASTM 64253) 5 369.00
70337 Moisture Content(ASTM D2216,CTM 226) $ 31.00
Task 70339 Moisture and Density Ring Sample(ASTM D2937) $ 31.00
Code Evaluation Of Pozzolans And Slay Cement Rate 70341 Moisture and Density Shelby Tube Sample(ASTM D2937) $ 47.00
80145 Method A Reactivity of SCM by Isothermal Calorimetry $ 900.00
(ASTM C 1897)
80140 Chemical Analysis Of Fly Ash Per Standard Requirements $ 835.00 70340 Moisturt,I) ity Relations Of Soll-Cement Mixtures $ 296.00
(ASTM C618) Premixed In The Field(ASTM 0558)
80143 Physical Testing Of Fly Ash Per Standard Requirements $ 835.00 70342 Moisture-Density Relations Of Soll-Cement Mixtures S 380-00
(ASTM C618) Mixed In The Lab(ASTM D558)
80146 Partial Analysis Or Specific Physical Tests Quotation 70328 pH Of Soils(ASTM D4972) $ 68.00
80147 Chemical Analysis And Physical Testing Of Fly 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
80250 Qualification Of Silica Fume Per Standard Requirements $ 1,558.00 70343 Permeability(ASTM D5084) Quotation
(ASTM C1240) 80001 Potential Reactivity Chemical Method(ASTM C289- $ 832.00
80252 Qualification Of Slag Cement Par Standard Requirements $ 1,556-00 Discontinued Method)
(ASTM C989) 70394 Potential Reactivity Mortar Bar Expansion Method, $ 1,030.00
80254 Effectiveness Of P=clans&Slag Cement In Mitigating $ I,558.on 14-Day Exposure(ASTM C1260)
Expansion Due To ASR(ASTM C441) 70391 Potential Reactivity Mortar Bar Expansion Method, $ 1,144.00
28-Day Exposure(ASTM C1260)
Task 70398 Potential Reactivity Concrete Bar Expansion Method $ 3,115.00
Code Mass Concrete-Engineering And Testing Services Rate (ASTM C1293),12 month
80266 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 $ 10,920,00 70397 Potential Reactivity of Aggregate Combination,Nonstandard $ 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 O(Aggregate Combination,Nonstandard $ 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 132844,CTM 301) $ 525.00
Code Examination&Special USACE&CRO Tests Rate 70349 Sand Equivalent(ASTM D2419,CTM 217) $ 134.00
80262 Rock Type Description,Per Sample(Rock Care Or Rack $ 1,000.01) 70351 Sieve#200 Wash Only(ASTM 01140,CTM 202) $ 97.00
Chunk) 70353 Sieve With Hydrometer 311 To Clay(ASTM D422, $ 268,00
80263 Rock Type Description+XRD Including Clay Analysis, $ 1,500.00 07928,CTM 203)
Per Sample 70355 Sieve With Hydrometer Sand To Clay(ASTM D422, $ 258.00
80266 Natural Aggregates-Petrographic Examination(Gravel And $ 2,750.00 D7928,CTM 203)
Natural Sand Consisting Of5in9le Rock Type ASTM C295) 70357 Sieve Analysis Including Wash(ASTM C136,CTM 202) $ 160.00
Each,One Sample 70359 Sieve Analysis Without Wash(ASTM C136,CTM 202) $ 130.00
80268 Crushed Aggregates-Petrographic Examination(Crushed $ 2.750.00 70350 Sieve Analysis Split Sieve(ASTM C136,CTM 202) $ 260.00
Rock And Manufactured Sand Consisting Of Single Rock Type 70351 Sieve Analysis Without Wash With Cobbles(ASTM C136, $ 255-cc
ASTM C295),Each,One Sample CTM 202)
80270 Coarse Aggregate Certification For Deleterious Materials Per 5 6,500.00 70363 Soundness Sodium Or Magnesium Sulfate,5 Cycles S 483.00
Specifications Of USAGE,Materials Coarser Than 0.75-Inch (ASTM C88)
Each,One Sample,20014- 70365 Specific Gravity And Absorption Coarse(ASTM Cl27. $ 109.00
80272 Coarse Aggregate Certification For Deleterious Materials Per $ 5,500.0o CTM 206)
Specifications Of USAGE,0 75-Inch And Finer Material,Each, 70367 Specific Gravity and Absorption Fine(ASTM C128, 5 177.00
One Sample,25 lb. CTM 207)
80274 Fine Aggregate Cerfificalion For Daieteril Materials Per $ 2750,00 10369 SweAlSeftiement Potential One Dimensional(ASTM D4546) 5 161.00
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
25 Th. 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 Sails And Aggregate Tests Rate 30411 Lightweight Particles Coarse,with Two Solutions(ASTM C123) $ 556.00
80144 Relative Mortar Strength of Concrete Send(CTM 515) $ 1,300.00
30503 Abrasion:LA Rattler(ASTM C131) $ 214.00 30412 Lightweight Particles Fine,with One Solution(ASTM C123) $ 268-00
30505 Abrasion,IA Rattler(ASTM C535) $ 226.00 20807 Method of Test for Relative Mortar Strength of Portland $ 1,455.00
70301 Afterherg LimitsfPlasticity Index(ASTM D4318,CTM 234) $ 170.00 Cement Concrete Sand(CT 515)
70303 California Bearing Ratio Excluding Maximum Density $ 622.00
(ASTM D1883)Soil Task
70304 California Hearing Ratio Excluding Maximum Density $ 697.00 Code_ Asphalt Concrete Tests Rate
(ASTM D1883)Cement-Treated Soil 75031 HMA Mixing And Preparation $ 145.00
70344 Cement-Treated Seil/Sase Mix Design:Includes Three Trial $ 3,750.00 75032 HMA Mixing And Preparation With Aggregate Treatment $ 20400
Cement Contents With Three Unconfined Compressive
Strength Specimens Per Cement Content
2 Twining I City of Santa Ana 41
2. Cast Proposal
TWI N IG
Task Task
Code Asphalt Concrete Tests,Continued Rate Code Concrete Block, ASTM C140 Rate
75033 Bulk Specific Gravity Of Compacted Sample Or Core SSD $ 80.00 20321 Compression $ 106,00
(ASTM D2725,CTM 308C) 20323 Absorptiord isture Content/Oven Dry Density $ 106.00
75036 Bulk Specific Gravity Of Compacted Sample Or Core Paraffin $ 80,00 20327 Linear Shrinkage(ASTM C426) $ 307.00
Coated(ASTM D1188 and CTM 308A) 20335 Web And Face Shell Measurements $ 61.00
75040 Emulsion Residue,Evaporation(ASTM D244) $ 182,00 20329 Tension Test $ 196.00
75024 Extraction%bitumen(ASTM 06307,CTM 382) $ 182,00 20331 Core Compression S 101,00
75027 Extraction%Bitumen And Gradation(ASTM D5444,0630i, $ 250.Co 20333 Shear Test Cf Masonry Cores 2 Faces $ 123,00
CTM 202,382) 20339 Efflorescence Tests $ 95.00
75028 Extraction%Bitumen,Correction Factor(ASTM D8307, $ 400.00
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 05444) 20341 Compression Test,Composite Masonry Prisms Up To 8"x 1 fi" $ 229.00
7SD42 Lab Tested Maximum Density Hveem,3 Briquelies $ 244.00 20343 Compression Test,Composite Masonry Prisms>8'x 16' $ 307,00
(ASTM 01561,D1188,CTM 304,308) 20346 Prism Cord Modulus of Elasticity $ 724.00
75057 Hveem Stabilemeter Test,Premixed,3 Briquettes 6 244.00 20347 Prism Cord Modulus Of Elasticity With Transverse Strain $ 791
(ASTM D1560,D1561,CTM 304,366) (For Double-Wylhe Specimen)
75048 Lab Tested Maximum Density Marshall,3 Briquettes $ 244.00
(ASTM D6926,D2726) 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 $ 5100
Briquette,SSD,1 Briquette(ASTM 08925,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❑1188,1 20357 Compression Cores Includes Trimming(ASTM C42) $ 101.00
75051 Maximum Theoretical Specific Gravity[RICE](ASTM D2041, $ 187.00
CTM 309) Task
75065 Marshall Stability And Flow,Cored Sample,Each $ 94.00 Code Masonry Specimen Preparation Rate
ASTM 06927) 20155 Cutting Of Cubes Or Prisms $ 84.00
75069 Marshall Stability And Flow,Premixed,3 Briquettes $ 265.00
(ASTM 06926,D6927) Task
75106 Marshall Stability And Flew,Gyratory Compacted Specimen $ 26&00 Code Fireproofing Tests Rate
Pre-Mixed.3 Briquettes(ASTM D5581,D6925) 204C1 Over Dry Density(ASTM E605) $ 10L00
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 D3910) $ 192.CC 20361 Core Compression Including Trimming(ASTM C42) $ 118.00
75093 Hveem Mix Design(Excluding Aggregate Quality Tests) $ 6,240 00 20365 Compression Cubes(includes Saw Cutting) S 84.00
75096 Hveem Mix Design,With RAP(Excluding Aggregate Quality S 6,760.00
Tests,RAP Qualification) Task Concrete Roof Fill:Gypsum,Vermiculite,Perlite,
75099 Hveem Mix Design,With Lime(Excluding Aggregate Quality $ 10,400.00 Code Lightweight Insulating Concrete.Etc. Rate
Tests) 20371 Compression Test(ASTM C495 and C472) $ 84.00
75094 Hveem Mix Design Caltrans untreated Mix(Including $ 7,280.00 20373 Air Dry Density(ASTM C472) $ 73.00
Aggregate Quality Tests) 20379 Oven Dry Density(ASTM C495) $ 101.00
75095 Hveem Mix Design Caltrans Lime Treated Mix(Including $ 8,320.00
Aggregate Quality Tests) Task
75084 Marshall Mix Design jFxcluding Aggregate Quality Tests) $ 5,240.00 Code Reinforcing Steel,ASTM A615 A706 Rate
75087 Marshall Mix Design With RAP(Excluding Aggregate Quality $ 6,656.00 20601 Tensile Test#11 Or Smaller - $ 84.0
Tests) 20503 Bend Test#11 Or Smaller $ 78.00
7,9090 Marshall Mix D051gn With Lime(Excluding Aggregate Quality $ 7,280.00 20504 Bend Test#14 Or#16 $ 441
Tests) 20505 Tensile Test#14 $ 334.00
750133 Open Grade Asphalt Concrete Mix Design(ASTM D7064, $ 3,640.00 20607 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 WeldedlGoupled#11 And Smaller $ 95,00
75114 Superpave Mix Design With Rubber(Excluding Aggregate $ 13,000-00 20523 Tensile Test WeidedlCoupled#14 $ 323.00
Quality Tests) 20525 Tensile Test WeldedlCoupled#18 $ 45T00
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 $ 1,24800 20632 Tensile Test Welded Hoops 911 And Smaller $ 189.00
(ASTM D4867,AASHTO T283)
75111 Hamburg Wheel Track Test,20.000 Passes,4 Briquettes $ 1,35200 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) $ 95.00
75067 Marshall Stabilgy,Wet Set,3 Replicates(AASHTO T245) $ 406,00 20603 Tensile Strength Up To 200K Pounds(Each) $ 106.00
75068 Marshall Stability.Dry Set,3 Replicates(AASHTO T245) $ 343.00 20605 Tensile Strength Up To 300K Pounds(Each) $ 134.00
75070 Cold Recycled Asphalt Mix Design 2 Gradings Each, $ 12,064.00 20607 Tensile Strength Up To 400K Pounds(Each) $ 195.00
3 Emulsion Content(Caltrans LP-B) 20609 Tensile Strength 400K To 600K Pounds(Each) $ 445-00
20611 Tensile Strength Stress-Strain Percent Offset $ 279.00
Task 20545 Weld Macroell $ 108.00
Code Mortar And Stucco-Petrographic Examination Rate 20547 Weld Fracture $ 56.0
80282 Stucco,One-Goat(ASTM Cil Includes Thin Section), $ 2,25000 20615 Bend Test $ 89.00
Per Sample 20617 Flattening Test $ 8g00
80286 Stucco,Two-Coat(ASTM C856),Includes Thin Section), $ 2,500.00 20619 Hardness Test(ASTM E18) $ 95.Co
Per Sample 20630 Bolt Axial Tensile Test(Up To 718"Diameter) $ 78 40
80290 Stucco,Three-Coat(ASTM G856),Includes Thin Section), $ 3,00000 20631 Bolt Wedge Tensile Test(Up To 718'Diameter) $ 95.00
Per Sample 20632 Sell Axial Tensile Test(Greater Than 718"Up To V diameter) $ 95.00
80294 Mortar(ASTM C1324,Petrographic Examination And Chemical S 3,25000 20633 Boll Wedge Tensile Test(Greater Than WS"Up To 1"Diameter) $ 123.00
Analysis),Per Sample 20634 Boll Axial Tensile Test(Greater Than l'Diameter) $ 146,00
20635 Boll Wedge Tensile Test(Greater Than V Diameter) $ 156,00
Task 20636 13011 Proof Load Test(Up To 7f8") $ 106.00
Code Brick Masonry Tests,ASTM C67 Rate 20637 Bolt Proof Load Test(Greater Than 718"Up To V Diameter) $ 129.00
20301 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") $ 8C00
20305 Absorption 5 Hour or 24 Hour $ 89.00 20640 Nut Proof Load Test(Greater Than 718'Up To 1"Diameter) $ 106.00
20307 Absorption(Bail)1,2Or 5 Hours $ 123.00 20641 Not Proof Load Test(Greater Than V) $ 118-00
20309 Initial Rate Of Absorption S 78.00
20311 Efflorescence $ 95.00
20313 Cores Compression $ 101.00
20315 Shear Test 0.Brick Cares 2 Faces $ 123.00
Twining I City of Santa Ana 42
2. Cost Proposal
." TWIG
Task Task
Code Chemical Testing Of Metal And Steel Rate Code Polymer Matrix Composite Materials lFiberwral Rate
80170 Steel Chemical Analysis Quotation 20706 Tensile Strength-Set of 5 Specimens7Batchf irection $ 1,558.00
80173 Weight Of Galvanized Coating(ASTM A90) $ 101.00 (ASTM D3039)
80176 Epoxy Coating Thickness $ 111.00 20707 Tensile Strength-Additional Specimens{ASTM D3039) $ 301.00
BD177 Coating Thickness $ 106.00 (ASTM D3039}
20708 Heating Chamber Time-Per 24 Hr.Period $ 111.00
Task Machining And Preparation Of Tensile And Bend
Code Sample:Carbon Steel Rate Task
20751 Machinist Initial Preparation From Mock-Up,Etc.(Per Hour) S 162,00 Code Cafibration Services And Universal Machine Usage Rate
20753 Sawcut To Overall Width(Per 0.5"Thickness Or Fraction 5 73.00 20801 CalibrationNeritkcation Services Quotation
Thereof) 20803 Universal Test Machine Usage(Per Hour) $ 52exc
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 Products/Parts
20759 Prepare Subsiza Specimens(Per 0.5"Thickness Or Fraction $ 129,00 -Engineering And Technical SupportslDesign Of Prototypes And Special Test Set-Up
Thereof) -Fastener/Coupling Full Testing Program Per New Regulations:Tension,TensionlBend,
Shear,Double Shear,8 Compressions
Task -FiberglasslComposite Materials Field Testing Program(ASTM D1143 D1242,
Code Charpy Impact Rate D2584,D4065,D4476,D4923,07901.1 and D732)
20621 Charpy impact Ambient Temperature $ 118.00 -Field Testing Of Structures And Structural Elements
20623 Charpy Impact Reduced Temperature $ 156,00 -In-Place Shear Testing
Materials AndlOr Product Evaluation Per Specifications
Task -Structural Dynamic Testing And Durability Analysis
Code Machining Of Charpy Samples:Carbon Steel Rate
20780 Cutting And Milling(Per 0.5"Or Fraction Thereof) S 106.00
20783 Final Machining To Sample Configuration S 129.00
Task
Code Prestressing Wires And Tendons, (ASTM A416) Rate
20701 Stress-Strain Analysis Wire Or Strands(Including Chart And $ 284.00
Percent Offset)
20703 Tensile Test Only $ 212.00
20705 Tendons Quotation
Twining 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 (imitations which are inconsistent with City's
rights under this contract.
Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:
1. City of Santa Ana, its City Council, officers, officials, employees, agents, and
volunteers are to be covered as additional insureds on Consultant's CGL and AL
policies with respect to liability arising out of work operations performed by or on
behalf of the Consultant including materials, parts, equipment, and personnel
furnished in connection with such work or operations and automobiles owned,
leased, hired, or borrowed by or on behalf of Consultant. Additional insured status
can be provided in the form of an endorsement to Consultant's insurance.
2. For any claims related to this contract, Consultant's insurance coverage shall be
primary insurance coverage as respects City of Santa Ana, its City Council, officers,
officials, employees, agents, or volunteers. Any insurance or self-insurance
maintained by City, its City Council, officers, officials, employees, agents, or
volunteers shall not contribute with it.
3. A severability of interest provision must apply for all the additional insureds, ensuring
that Consultant's insurance shall apply separately to each insured against whom a
claim is made or suit is brought, except with respect to the insurer's limits of liability.
4. Consultant hereby grants City a waiver of subrogation which any insurer of said
Consultant may acquire against City, its City Council, officers, officials, employees,
agents, and volunteers by virtue of the payment of any loss under Consultant's CGL,
AL, WC, and PL policies. Consultant agrees to obtain any endorsement(s) that may
be necessary to affect this waiver of subrogation, but this provision applies
regardless of whether City has received a waiver of subrogation endorsement from
any insurer(s)..
5. Each insurance policy required herein shall provide that coverage shall not be
canceled, suspended, voided, reduced In coverage or in limits, non-renewed by the
carrier, or materially changed except after thirty (30) days prior written notice has
been given to City and ten (10) days prior written notice shall be provided to City for
policy cancellation or non-renewal due to non-payment.
6. Certificate Holder on each Evidence of Insurance certificate shall be: City of Santa
Ana, Attention: Ricardo Perez, 20 Civic Center Plaza, M-36, Santa Ana, CA 92701.
The name and location of the event should be included in the Description of
Operations section of each certificate.
Claims Made Policies
If any of the required policies provide coverage on a claims-made basis:
1. The retroactive date must be shown and must be before the date of the contract or the
beginning of work.
2. Insurance must be maintained and evidence of insurance must be provided for at least
five (5) years after completion of work.
3. If coverage is canceled or non-renewed, and not replaced with another claims-made
policy form with a retroactive date prior to the contract effective date, Consultant must
purchase "extended reporting" coverage for a minimum of five (5) years after completion of
work.
4. A copy of the claims reporting requirements must be submitted to City.
Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state of
California with a current A.M. Best rating of no less than A:VII, unless otherwise acceptable
to City.
Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. City may require
Consultant to purchase coverage with a lower retention or provide proof of ability to pay
losses and related investigations, claim administration, and defense expenses within the
retention.
Waiver of Subrogation
Consultant hereby agrees to waive rights of subrogation which any insurer of Consultant
may acquire from Consultant by virtue of the payment of any loss. Consultant agrees to
obtain any endorsement that may be necessary to affect this waiver of subrogation. The
Workers' Compensation policy shall be endorsed with a waiver of subrogation in favor of
City for all work performed by Consultant, its employees, agents, and sub-contractors.
Verification of Coverage
Consultant shall furnish City with original Certificates of Insurance including.all required
amendatory endorsements (or copies of the applicable policy language effecting coverage
required by this clause)and a copy of the Declarations and Endorsement Page of the CGL
policy listing all policy endorsements to Entity before work begins. However, failure to obtain
the required documents prior to the work beginning shall not waive Consultant's obligation to
provide them. City reserves the right to require complete, certified copies of all required
insurance policies, including endorsements required by these specifications, at any time.
Subcontractors
Consultant shall require and verify that all sub-contractors maintain insurance
meeting all the requirements stated herein, and Consultant shall ensure that City
is an additional insured on insurance required from sub-contractors. For CGL
coverage, sub-contractors shall provide coverage with a form at least as broad as
CG 20 38 04 13.
Failure to Maintain Insurance Coverage
If Consultant for any reason fails to maintain insurance coverage which is required
pursuant to this contract, the same shall be deemed a material breach of contract.
City may, at its sole option, terminate this contract at any time and obtain damages
from Consultant resulting from said breach.
Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of
the risk, prior experience, insurer, coverage, or other special circumstances.
AC�C)R" CERTIFICATE OF LIABILITY INSURANCE FDAT7I8I2[)26YYY)
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: Thl GfinWald
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 E-MAIL CertsDesignPropAssuredP@rtners.com
INSURERS AFFORDING COVERAGE NAIC#
License#:6003745 INSURER A:Hartford Fire Insurance Company 19682
INSURED TWIMNC-01 INSURER B:Hartford Casualty Insurance Company 29424
Twining, Inc.
4811 Airport Plaza Drive, Suite 220 INSURERC:HARTFORD INSURANCE COMPANY 38288
Long Beach CA 90815 INSURERD:Sirius Point Insurance Company 38776
INSURER E:Travelers Casualty and Surety Co of America 31194
INSURER F:
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 HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMl UlYYYY MMLDY EFF �Y EXP
LTR YYYY LIMITS
A X COMMERCIAL GENERAL LIABILITY Y Y 571JUNOK$H2F 2I112026 21112027 EACH OCCURRENCE $1,000,000
� OCCUR DAMAGE TO RENTED
CLAIMS-MADE
PREMISES Ea occurrence $3DD,000
MED EXP(Any one person) $5.000
PERSONAL&ADV INJURY $1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000
POLICY JR O LOC PRODUCTS-COMPIOP AGO $2,000,000
OTHER FRI $
A AUTOMOBILE LIABILITY Y Y 57UENOZ0037 211/2026 2/1/2027 COMBINED SINGLE LIMIT $1,000,000
Ea accident _
X ANY AUTO BODILY INJURY(Per person) $
OWNED SCHEDULED BODILY INJURY(Per accident) $
AUTOS ONLY AUTOS
HIRED NON-OWNED PROPERTY DAMAGE $
AUTOS ONLY AUTOS ONLY Per accident
B X UMBRELLA LIAB X OCCUR Y Y 57XHUOKSH2R 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 2/1/2026 211f2027 X PER OTH-
AND EMPLOYERS'LIABILITY YIN STATUTE ER
ANYPROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000
OFFICERIMEMBEREXCLUDED? N NIA
(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000
If yes.describe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000
E Professional Liab&Poll.Liab Y 108418137 2/112026 21112027 per claimfagg $2,000,000
D Excess Professional Liability PROVXS000000802 21112026 21112027 per claimlagg $3,000,000
Claims Made Form See NOTE
DESCRIPTION OF OPERATIONS 1 LOCATIONS r 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 LiabilitylAuto Liability/Employers Liability. 'NOTE:Professional Liability includes Pollution Liability for a total
of$2,000,000 per claim/Agg. Prof. Liability Excess is in addition to Professional Liability$3,000,000=total$5,000,0001$5,000,000 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 Tu Tran Nguyen at 10:i5 am,Jul 10,2026
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 AUTHOR& EDREPRESENTATIVE
Santa Ana CA 92701 �� r
OO 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD