HomeMy WebLinkAboutLeighton Consulting, Inc. - 2021-12-21 2000 Main Street,
Huntington Beach,CA
92648
City of Huntington Beach /?WPZu&D ;�-v
File#: 21-845 MEETING DATE: 12/21/2021
REQUEST FOR CITY COUNCIL ACTION
SUBMITTED TO: Honorable Mayor and City Council Members
SUBMITTED BY: Oliver Chi, City Manager
PREPARED BY: Sean Crumby, Director of Public Works
Subject:
Approve and authorize execution of Professional Services Contracts for On-Call Materials
Testing and Engineering Services with AESCO, Inc., GMU Geotechnical, Inc., Leighton
Consulting, Inc., Ninyo & Moore Geotechnical & Environmental Sciences Consultants, and
Twining, Inc.
Statement of Issue:
The Public Works Department requires professional materials testing, inspection, and engineering
services on an on-call or as needed basis to support staff for construction of capital improvement
projects.
Financial Impact:
The City's adopted FY 2021/22 Capital Improvement Program (CIP) Budget totals $39.3 million for
approved projects citywide. Each approved CIP project has a budget containing sufficient funding for
design, environmental, engineering, construction, project management and other required costs. The
five (5) recommended materials testing contracts, totaling $3.0 million, will be funded within each
project's individual CIP budget, as needed. As such, no additional funding is required by this action.
Recommended Action:
A) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services
Contract Between the City of Huntington Beach and AESCO, Inc., for On-Call Material Testing and
Engineering Services;" and,
B) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services
Contract Between the City of Huntington Beach and GMU Geotechnical, Inc. for On-Call Material
Testing and Engineering Services;" and,
C) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services
Contract Between the City of Huntington Beach and Leighton Consulting, Inc., for On-Call Material
Testing and Engineering Services"; and,
City of Huntington Beach Page 1 of 3 Printed on 12J1 M021
pov,Cred%Leg,stsr"'
File #: 21-845 MEETING DATE: 12/21/2021
D) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services
Contract Between the City of Huntington Beach and Ninyo & Moore for On-Call Material Testing and
Engineering Services;" and,
j� E) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services
Contract Between the City of Huntington Beach and Twining, Inc., for On-Call Material Testing and
Engineering Services."
Alternative Action(s):
Do not authorize the contracts and direct staff with an alternate action. Construction of budgeted
Capital Projects could be delayed until new contracts are approved.
Analysis:
On July 12, 2021, the City advertised a Request for Proposal ("RFP") for On-Call Construction
Material Testing Services. Proposals were requested and submitted in compliance with Chapter 3.03
of the Huntington Beach Municipal Code. Twenty (20) proposals were received for On-Call
Construction Material Testing Services. In accordance with qualifications-based selected
procurement per the Federal "Brooks Act," State SB 419, and the City of Huntington Beach Municipal
Code Section 3.03 "Professional Services," the Public Works Department established a review board.
Each firm stated their engineering category of expertise with their proposal. Proposals were then
evaluated and ranked by a review board established by the Public Works Department. The top five
(5) firms were selected in each category to increase opportunity for competitive proposals for future
projects from qualified on-call consultants.
The five (5) contracts recommended in this request for council action (RCA) are for support staff for
the construction of a wide variety of non-State/Federally-funded capital improvement projects. These
services have historically been utilized to supplement City staff to meet annual CIP goals, as an
extension of staff, and/or to provide required expertise for unique projects. It is anticipated that these
services will be required based on past years. Each project is evaluated on a case by case basis to
determine if these as-needed contract services are necessary.
The City's Capital Improvement Program ("CIP") in Fiscal Year 2021/22 totals $39.3 million in new
projects. Typical design and construction support cost from the use of consultants on a CIP project
can vary between ten to twenty percent (10-20%) of total costs for a CIP project. Therefore, it is
practical to conservatively assume minimum annual construction consultant costs would be around
$3 million to the City for total CIP projects or approximately $9 million over the next three (3) years.
Professional construction materials testing and engineering services are typically required for most
CIP projects, including streets and transportation, water, sewer, stormwater, parks and beaches, and
facility improvement projects. Therefore, these consultants were selected to meet projected
workload over the next three years with a total contract limit of$3 million. The proposed contract
amounts are a not-to-exceed amount for a three-year term, with no guarantee of work. Funding for
any and all of these contract services is only through City Council authorization in the budget
approval process.
Environmental Status:
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pow'erMA4 Lep,star"'
File #: 21-845 MEETING DATE: 12/21/2021
Not applicable
Strategic Plan Goal:
Infrastructure & Parks
Attachment(s):
1. Professional Services Contract between the City of Huntington Beach and AESCO, Inc., for
On-Call Materials Testing and Engineering Services.
2. Professional Services Contract between the City of Huntington Beach and GMU Geotechnical,
Inc., for On-Call Materials Testing and Engineering Services.
3. Professional Services Contract between the City of Huntington Beach and Leighton
Consulting, Inc., for On-Call Materials Testing and Engineering Services.
4. Professional Services Contract between the City of Huntington Beach and Ninyo & Moore for
On-Call Materials Testing and Engineering Services.
5. Professional Services Contract between the City of Huntington Beach and Twining, Inc., for
On-Call Materials Testing and Engineering Services.
6. Professional Services Award Analysis
City of Huntington Beach Page 3 of 3 Printed on 12/15/2021
poweredB5 Leg,sta,"
PROFESSIONAL SERVICES CONTRACT BETWEEN
THE CITY OF HUNIINGTON BEACH AND
LEIGHTON CONSULTING, INC.
FOR
ON CALL MATERIAL TESTING AND ENGINEERING SERVICES
THIS AGREEMENT ("Agreement") is made and entered into by'and between the City of
Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as
"CITY." and LEIGHTON CONSULTING. INC.. hereinafter referred to as "CONSULTANT."
WHEREAS. CITY desires to engage the services of a consultant to provide On-Call
Material Testing and Engineering Services: and
Pursuant to documentation on file in the office of' the City Clerk, the provisions of the
Huntington Beach Municipal Code, Chapter 3.03, relating to procurement of' professional service
contracts have been complied with; and
CONSULTA NT has been selected to perform these services,
NOW, THEREFORE. it is agreed by CITY and CONSULTANT as follows:
I. SCOPE OF SERVICES
CONSULTANT shall provide all services as described in Exhibit "A," which is
attached hereto and incorporated into this Agreement by this reference. These services shall
sometimes hereinafter be referred to as the "PROJECT."
CONSULTANT hereby designates Thomas C. Benson. Jr.. who shall represent it and
be its sole contact and agent in all consultations with CITY during the performance of this
Agreement.
2. CITY STAFF ASSISTANCE
CITY shall assign a stafT coordinator to work directly with CONSULTANT in the
performance of this Agreement.
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3. TERM: TIME OF PERFORMANCE
i
"rime is of the essence of this Agreement. The services of CONSULTANT are to
commence on December 21 , 20 21 (the "Commencement Date"). This Agreement
shall automatically terminate three (3) years from the Commencement Date, unless extended or
sooner terminated as provided herein. All tasks specified in Exhibit "A" shall be completed no
later than (3) three years from the Commencement Date. The time for performance of the tasks
identified in Exhibit "A" are generally to be shown in Exhibit "A." This schedule may be
amended to benefit the PROJECT if nurivally agreed to in writing by CITY and CONSULTANT.
In the event the Commencement Date precedes the Effective Date. CONSULTANT
shall be bound by all terms and conditions as provided herein.
4. COMPENSATION
In consideration of the performance of the services described herein. CITY agrees to
pay CONSULTANT on a time and materials basis at the rates specified in Exhibit "B," which is
attached hereto and incorporated by reference into this Agreement, a fee, including all costs and
expenses, not to exceed Six Hundred Thousand Dollars ($600,000.00).
5. EY"IRA WORK
In the event CITY requires additional services not included in Exhibit "A" or
changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such
work only after receiving written authorization from CITY. Additional compensation for such extra
work shall be allowed only if the prior written approval of CITY is obtained.
6. METHOD OF PAYMENT
CONSULTANT shall be paid pursuant to the terms of Exhibit 'B."
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7. DISPOSITION OF PLANS, ESTIMATES AND OTI IER DOCUMENTS
CONSULTANT agrees that title to all materials prepared hereunder, including,
without limitation, all original drawings, designs, reports, both field and office notices, calculations,
computer code, language, data or programs, maps, memoranda, letters and other documents, shall
belong to CITY, and CONSULTANT shall turn these materials over to CITY upon expiration or
termination of this Agreement or upon PROJECT completion, whichever shall occur first. These
materials may be used by CITY as it secs fit.
8. HOLD HARMLESS
A. CONSULTANT hereby agrees to protect, defend, indemnify and hold
harmless CITY, its officers, elected or appointed officials, employees, agents and volunteers from
and against any and all claims, damages, losses, expenses, judgments, demands and defense costs
(including, without limitation, costs and fees of litigation of every nature or liability of any kind or
nature) arising out of or in connection with CONSUL.;fANT's (or CONS U LTA NT's subcontractors.
if any) negligent (or alleged negligent) performance of this Agreement or its failure to comply with
any of its obligations contained in this Agreement by CONSULTANT, its officers, agents or
employees except such loss or damage which was caused by the sole negligence or willful
misconduct of CITY. CONSULTANT will conduct all defense at its sole cost and expense and
CITY shall approve selection of CONSULTANf's counsel. This indemnity shall apply to all
claims and liability regardless of whether any insurance policies are applicable. The policy limits
do not act as limitation upon the amount of indemnification to be provided by CONSULTANT.
E. To the extent that CONSULTANT performs "Design Professional Services" within
the meaning of Civil Code Section 2782.8, then the following Hold Harmless provision applies in
place of subsection A above:
i-1061a27o332 3>_ 0l, I 1
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"CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless
CITY and its officers, elected or appointed officials, employees, agents and volunteers, from and
against any and all claims, damages, losses, expenses, demands and defense costs (including,
Without limitation, costs and fees of litigation of every nature or liability of any kind or nature) to
the extent that the claims against CONSULTANT arise out of, pertain to, or relate to the negligence,
recklessness, or willful misconduct of CONSULTANT. In no event shall the cost to defend charged
to CONSULTANT exceed CONSULTANT's proportionate percentage of fault. However,
notwithstanding the previous sentence, in the event one or more other defendants to the claims
and/or litigation is unable to pay its share of defense costs due to bankruptcy or dissolution of the
business, CONSULTANT shall meet and confer with CITY and other defendants regarding unpaid
defense costs. The duty to indemnify, including the duty and the cost to defend, is limited as
provided in California Civil Code Section 2782.8.
C. Regardless of whether subparagraph A or B applies, CITY shall be reimbursed by
CONSULTANT for all costs and attorneys fees incurred by CITY in enforcing this obligation.
This indemnity shall apply to all claims and liability regardless of' whether any insurance policies
are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be
provided by CONSULTANT.
9. PROFESSIONAL LIABILITY INSURANCE
CONSULTANT shall obtain and furnish to CITY a professional liability insurance
policy covering the work performed by it hereunder. This policy shall provide coverage for
CONSULTAN'T's professional liability in an amount not less than One Million Dollars
($1,000,000.00) per occurrence and in the aggregate. The above-mentioned insurance shall not
contain a self-insured retention without the express written consent of CITY: however an insurance
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policy "deductible" of Ten Thousand Dollars ($10,000.00) or less is permitted. A claims-made
policy shall be acceptable if the policy further provides that:
A. The policy retroactive date coincides with or precedes the initiation of the
scope of work (including subsequent policies purchased as renewals or
replacements).
B. CONSULTANT shall notify CITY of circumstances or incidents that might
give rise to future claims.
CONSULTANT will make every effort to maintain similar insurance during the
required extended period of coverage following PROJECT completion. If insurance is terminated
for any reason, CONSUL CANT agrees to purchase an extended reporting provision of at least two
(2) years to report claims arising from work performed in connection with this Agreement.
If CONSUL PANT fails or refuses to produce or maintain the insurance requited by
this section or fails or refuses to furnish the CITY with required proof that insurance has been
procured and is in force and paid for, the CITY shall have the right. at the CITY's election, to
forthwith terminate this Agreement. Such termination shall not effect Consultant's right to be paid
for its time and materials expended prior to notification of termination. CONS UL:I-ANT waives the
right to receive compensation and agrees to indemnify the CITY for any work performed prior to
approval of insurance by the CITY.
10. CERTIFICATE OF INSURANCE
Prior to commencing performance of the work hereunder, CONSUI.,TAN'r shall
furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the
foregoing insurance coverage as required by this Agreement; the certificate shall:
A. provide the name and policy number of each carrier and policy;
H. state that the policy is currently in force; and
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C. shall promise that such policy shall not be suspended, voided or canceled by
either party, reduced in coverage or in limits except after thirty (30) days'
prior written notice, however, ten (10) days' prior written notice in the event
of cancellation for nonpayment of premium.
CONSULTANT shall maintain the foregoing insurance coverage in force until the
work under this Agreement is fully completed and accepted by CITY.
The requirement for carrying the foregoing insurance coverage shall not derogate
from CONSULTANT's defense, hold harmless and indemnification obligations as set forth in this
Agreement. CITY or its representative shall at all times have the right to demand the original or a
copy of the police of insurance. CONSULTANT shall pay, in a prompt and timely manner, the
premiums on the insurance hercinabove required.
it. INDEPENDEN-T CONTRACTOR
CONSULTANT is, and shall be, acting at ail times in the performance of this
Agreement as an independent contractor herein and not as an employee of CITY. CONSULTANT
shall secure at its own cost and expense, and be responsible for any and all payment of all taxes,
social security, state disability insurance compensation, unemployment compensation and other
payroll deductions for CONSULTANT and its officers, agents and employees and all business
licenses, if anv. in connection with the PROJECT and/or the services to be performed hereunder.
12. TERMINATION OF AGREENIF-,NT
All work required hereunder shall be performed in a good and workmanlike manner.
CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and
whether or not the PROJECT is fully complete. Any termination of this Agreement by CITY shall
be made in writing, notice of which shall be delivered to CONSUI,.TAN'r as provided herein. In the
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event of'termination, all finished and unfinished documents. exhibits, report, and evidence shall, at
the option or CITY, become its property and shall be promptly delivered to it by CONSULTANT.
13. ASSIGNMENT AND DELEGATION
This Agreement is a personal service contract and the work hereunder shall not be
assigned. delegated or subcontracted by CONSULTANT to any other person or entity without the
prior express written consent of CITY. If an assignment, delegation or subcontract is approved, all
approved assignees, delegates and subconsuhants must satisfy the insurance rgUirenients as set
forth in Sections 9 and 10 hereinabove.
14. COPYRIGHTS/PATENTS
CITY shall own all rights to any patent or copyright on any work, item or material
produced as a result of this Agreement.
15. CITY EMPLOYEES AND OFFICIALS
CONSM,TANC shall employ no CITY official nor any regular CITY employee in
the work performed pursuant to this Agreement. No officer or employee of CITY shall have any
financial interest in this Agreement in violation of the applicable provisions of' the California
Government Code.
16. NOTICES
Anv notices, certificates, or other communications hereunder shall be given either by
personal delivery to CONSUL rANf's agent (as designated in Section I hereinabove) or to CITY as
the situation shall warrant, or by enclosing the same in it sealed envelope, postage prepaid, and
depositing the same in the United States Postal Service, to the addresses specified below. CITY and
CONSULTANT may designate different addresses to which subsequent notices, certificates or
other communications will be sent by notifying the other party via personal delivery, a reputable
overnight carrier or U. S. certified mail-return receipt requested:
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TO CITY: TO CONSULTANT:
City of Huntington Beach Leighton Consulting, Inc.
A-I--N: Joseph Dale AYfN: Thomas C. Benson, Jr.
2000 Main Street 17781 Cowan
Huntington Beach, CA 92648 Irvine. CA 92614
17. CONSENT
When CITY's consent/approval is required tinder this Agreement, its
consent/approval for one transaction or event shall not be deemed to be a consent/approval to any
subsequent occurrence of the same orally other transaction or event.
18. MODIFICATION
No waiver or modification of any language in this Agreement shall be valid unless in
writing and duly executed by both parties.
19. SECTION FIFADINGS
The titles, captions, section, paragraph and subject headings, and descriptive phrases
at the beginning of the various sections in this Agreement are merely descriptive and are included
solely for convenience of reference only and are not representative of matters included or excluded
from such provisions, and do not interpret, define, limit or describe, or construe the intent of the
parties or affect the construction or interpretation of any provision of this Agreement.
20. INTERPRETATION OF THIS AGREEMENT
The language of all parts of this Agreement shall in all cases be construed as a
whole, according to its lair meaning, and not strictly for or against any of' the parties. If any
provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be
unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining
covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent
upon any other unless so expressly provided here. As used in this Agreement, the masculine or
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neuter gender and singular or plural number shalt be deemed to include the other whenever the
contest so indicates or requires. Nothing contained herein shall be construed so as to require the
commission of any act contrary to law, and wherever there is any conflict between any provision
contained herein and any present or future statute, law, ordinance or regulation contrary to which
the parties have no right to contract, then the latter shalt prevail, and the provision of this
Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to
bring it within the requirements of the law.
21. DUPLICATE ORIGINAL
The original of this Agreement and one or more copies hereto have been prepared
and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the
date of its execution and delivery, be deemed an original_ Each duplicate original shall be deemed
an original instrument as against any party who has signed it.
22. IMMIGRATION
CONSULTANT shall be responsible for full compliance with the immigration and
naturalization laws of the United States and shall, in particular, comply with the provisions of' the
United States Code regarding employment verification.
23. LEGAL, SERVICE'S SUBCONTRACTING PROHIBITED
CONSULTANT and CITY agree that CITY is not liable for payment of any
subcontractor work involving legal services, and that such legal services are expressly outside the
scope of services contemplated hereunder. CONSULTANT understands that pursuant to
Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for
CITY; and CITY shall not be liable for payment of any legal services expenses incurred by
CONSULTANT.
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24. AYFORNEY'S FEES
In the event suit is brought by either party to construe, interpret and/or enforce the
terns and/or provisions of this Agreement or to secure the performance hereof, each party shall beat-
its own attorneys fees, such that the prevailing party shall not be entitled to recover its attorney s
fees from the nonprevaiting party.
25. SURVIVAL
Teens and conditions of this Agreement, which by their sense and context survive
the expiration or termination of this Agreement, shall So survive.
26. GOVERNING LAW
This Agreement shall be governed and construed in accordance with the laws of the
State of California.
27. SIGNATORIES
Each undersigned represents and warrants that its signature hercinbelow has the
power, authority and right to bind their respective parties to each of the terms of' this Agreement,
and shall indemnity CITY full\, 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.
28. ENTIRETY
The parties acknowledge and agree that they are entering into this Agreement freely
and voluntarily following extensive arm's length negotiation, and that each has had the opportunity
to consult with legal counsel prior to executing this Agreement. "file parties also acknowledge and
agree that no representations, inducements, promises, agreements or warranties, oral or otherwise,
have been made by that party or anyone acting on that party's behalf, which are not embodied in this
Agreement, and that that party has not executed this Agreement in reliance on any representation,
inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this
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Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the
parties respecting the subject matter of this Agreement, and supersede all prior understandings and
agreements whether oral or in writing between the parties respecting the subject matter hereof.
29. EFFECTIVE DATE
This Agreement shall be effective on the date of its approval by the City Council.
This Agreement shall expire when terminated as provided herein.
IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by
and through their authorized officers.
CONSULTANT, CITY OF HUNTINGTON BEACH, a
LEIGHTON CONSULTING, INC. municipal corporation of the State of
Cali is LA Ak
,Try: Q l/ Mayor
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print nam �
ITS: (circle one) 'residrn ity Clerk
AND INITIA AND O
By:
pant name rector
o u lic Works
ITS: ldrele one/Sccmtar} Rc- inwaa tca Asst.
Secretary-Treasury
REVIEWED OV
City H�+-• —^y
A ROV AS FOR
City A tanyy w
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EXHIBIT "A"
A. STATENWNT OF WORK: (Narrative of work to be performed)
CONSULTANT shall provide consulting services on an '-as-needed" basis for projects to be
determined during the term of the agreement. During the term of the agreement, CITY may elect to
solicit proposals from CONSULTANT. CITY shall issue task order for each project based upon the
scope ol'services, work schedule. and fee proposal submitted to CITY for its review and approval.
B. CONSULTANT'S DUTIES AND RESPONSIBILITIES:
CONSULTANT'S duties and responsibilities shall be per CONSUL fANT'S Statement of
Qualification (Exhibit A), consistent with the City of 1-luntington Beach Request for Qualifications
I'm On Call Materials Testing and Engineering Consulting Services. Upon award. and the contract
period, the CONSULTANT can choose to assign different personnel to the project. CONSULTANT
must submit the names and qualifications of these staff to CITY for approval before commencing
work.
C. CITY'S DUTILS AND RESPONSIBILITIES:
l. Furnish scope of work request for each project-
2. Furnish construction plans and specifications to the CONSULTANT
D. WORK PROGRANUPROJECT SCHEDULE:
A project schedule will be developed for each project assigned by CITY.
17X1-I1BIT A
EXHIBIT A
%/i Leighton Leighton Consulting, Inc.
Anniversary A Leighton Group Company
Tuesday, August 17, 2021
IR21-355
City of Huntington Beach
Fiscal Services Division
200 Main Street
Huntington Beach, CA 92648
Attention: Jennifer Anderson
Subject: Proposal for On-Call Construction Material Testing & Inspection Services
City of Huntington Beach, California
In response to your Request for Proposal (RFP), Leighton Consulting, Inc. (Leighton) is pleased to
submit our qualifications to provide on-call construction and materials testing and inspection
services to the City of Huntington Beach. We believe our relationship with the City is unique and
stands out from other firms, and by our experience and expertise in public works, our local
management, and our multi-disciplined inspectors, we were granted the on-call contract for the
City back in 2017. We are appreciative of the given opportunity and look forward to the possibility
of providing continued service to the City of Huntington Beach. We believe there are several
factors that differentiate Leighton, including the following:
Public Works Experience: We have over 60 years of extensive and on-going public agency
experience, including current, active on-call contracts with the cities of Newport Beach,
Costa Mesa, Irvine,Santa Ana, Mission Viejo, Brea, Los Angeles, Diamond Bar, Oxnard and
both Orange County and Los Angeles County. With respect to geotechnical and materials
testing, we have extensive and proven understanding of federal, state and local agency
requirements, and we have substantial understanding of the Huntington Beach coastal
geotechnical setting, based on numerous successfully completed geotechnical
explorations in and around Huntington Beach.
17781 Cowan.Irvine.CA 92614 T 949 250 1.121
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City of Huntington Beach IR21-355
• Local Empowered Management: Our services will be mobilized from our nearby
headquarters located in Irvine. Leighton will provide project deliverables directly from our
Irvine location and laboratory to the City of Huntington Beach. We also offer a local
management team with experience and autonomy to make on-site decisions and
maintain project schedules. Our project manager will be Ed Che, PE, GE, providing you
with technical quality and on time delivery cost effectively. We are flexible with our
reporting and invoicing formats, to meet your needs and requirements.
• Deep Bench of Multi-Disciplined Special Inspectors: To support Ed, we have a deep
bench of experienced field and laboratory staff comprehensively trained and certified for
both soils and materials testing and special inspection. We are well-staffed, giving us the
ability to handle a large fluctuation in workload and respond with a short notice. If your
project needs require additional resources, implemented technology allow us to access
staff and specialty skills quickly from other Leighton offices, providing additional
personnel who will contribute to local effort.
We appreciate the opportunity to submit this proposal,and we look forward to working with you
on this project. If you have any questions or information that would update our Scope of Work,
Ed will serve as your point-of-contact:
Edward Che, PE,GE I Office: (949) 681-4283 I 17781 Cowan
Project Manager eche@leightongroup.com Irvine, CA 92614
The undersigned can be reached at (866) LEIGHTON, directly at the phone extension and e-mail
address listed below.
Respectfully submitted,
LEIGHTON CONSULTING, INC.
Tf
la_�
Djan Chandra, PE, GE
Principal in Charge
Extension 4267, dchandra@leightongroup.com
%/i Leighton
REQUEST FOR PROPOSAL
VENDOR APPLICATION FORM
TYPE OI' APPLICANT: ❑ NE\V x❑ CURRI;NI' VENDOR
Legal Contractual Name of Corporation: Leighton Consulting, Inc.
Contact Person for Agreement: Thomas C. Benson Jr. PE GE
Corporate ,MailingAddress: 17781 Cowan
City. State and Zip Code: Irvine, CA 92614
E-Mail Address: tbenson@leighnton roup.com
Phone: (909) 527-8771 Pas: (949) 250-1114
Contact Person for Proposals: Edward Che, PE, GE
Title: Project/Principal-in-Charge F-Nlail Address: edche@leightongroup.com
13usincss "I'cicphonc: _(949) 681-4283 1usiness Fax: (949j 250-1114
Is your business: (check one)
❑ NON PROFITCORPORATION ® FOR PROFITCORPORATION
Is your business: (check one)
® CORPORATION ❑ LIMI"I'l D LIABILITY PARTNERSHIP
❑ INDIVIDUAL ❑ SOLE PROPRIETORSHIP
❑ PARTNIERSHIP ❑ IJNINCOR13ORA"1'I D ASSOCIA"PION
I o t"
Names & Titics of Corporate Board tMembers
(Also list Names & Titics of persons with written authorization/resolution to sign contracts)
Names Title Phone
Thomas C. Benson Jr. President and CEO (909) 527-8871
Terrance M Brennan Chairman (949) 681-4200
Kris R. Lutton Senior Vice President _(949) 681-4203
Joseph Dean Secretary (949) 681-4288
Federal "fax Identification Number: 73-1650031
City of hluntington Beach Business License Number: A246548
(If none. you must obtain a Huntington Beach Business License upon award of contract.)
CitNI of Huntington Beach Business License Expiration Date: 08/31/2021
2of2
PRE-QUALIFICATION FORM
ON-CALL MATERIAL TESTING& INSPECTION SERVICES
VICE CATEGORY PROPOSING? Y/N
(circle)
A. Material 'resting& Inspection Q No
K.R.L{Initial)Consultant is willing to execute the Agreement as drafted(See Appendix B).
K.R.L.(Initial)Consultant is able to provide the insurance as required(See Appendix Q.
Finn Name: Leighton Consulting, Inc.
Finn Address: 17781 Cowan, Irvine, CA 92614
Signature: Date: 08/17/2021
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services
Service Category
FIRM QUALIFICATIONS
Firm's Demonstrated Capabilities
60 Leighton Consulting, Inc. (Leighton) is a geotechnical, environmental, and materials
testing and inspection firm with more than 60 years of local experience, giving us an
YEARS OF
EXPERIENCE understanding of the geotechnical conditions in and around the City of Huntington
180 Beach, as well as pertinent federal, state, and local regulations. Leighton is
EMPILMEES
structured and operates in strategically located offices with management autonomy
9 along with the backing of our larger corporate resources and personnel strength of
OF$ICES IN over 180 employees to provide services as needed.
SOUTHERN
CALIFORNIA
We are appreciative of the opportunity to provide continued service, due to our vast experience
with the city. Leighton was granted the on-call contract for The City of Huntington Beach back in
2017. Some of these projects included Murdy Park, Alley Rehabilitation, Main Street Traffic Signal
Replacement, Central Park Restrooms, Traffic Signal Improvements, Slater Sewer Lift Station
Replacement, and Brookhurst Street Bridge.
Leighton's local staff has the technical knowledge and management skills to work with you and
your staff to keep your projects on schedule. Leighton is one of southern California's most
established geotechnical consulting and material testing firms with a proven track record of
delivering projects on time and on budget. Our key personnel are credentialed, experienced
professionals who have built their reputations on similar work throughout the region. Full
resumes can be found in the Appendix section.
Descriptions of our services for the above-mentioned projects and our key personnel are
presented on the following pages.
Al Leighton 7
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services
Previous Services Provided to The City of Huntington Beach
Murdy Park Soil compaction testing and concrete compression testing during
construction for a new practice field, bocce ball court, sport
lighting, ball containment netting, concrete paving, and
underground utilities.
Alley Rehabilitation, Performed asphalt compaction testing, concrete compression
Graham St. to Heil Ave. testing, and subgrade soil testing for improvements of an alley
way behind houses in a residential neighborhood. The
construction was streamlined to lessen the impact on the
residents.
Main Street Traffic Signal Leighton performed fresh concrete sampling and field testing for
Replacement the City of Huntington Beach on Main Street.
Central Park - Restrooms Provided soil compaction testing, special inspection of concrete
masonry unit (CMU) walls, and laboratory testing of construction
materials.
Traffic Signal Our services included fresh concrete sampling, slump testing of
Improvements, Various concrete in the field, and compression testing of concrete in our
Intersections Throughout laboratory during the installation of new traffic signal pole
the City foundations.
Slater Sewer Lift Station In addition to soil compaction testing, and concrete sampling and
Replacement testing, Leighton provided geotechnical engineering consultation
during excavation and construction de-watering for the 30-foot-
deep Wet Well.
Brookhurst St. Bridge Leighton provided ground penetrating radar (GPR) assessment of
Preventive Maintenance the damaged bridge deck and inspected the placement of
polymer concrete for the repair. Inspection also included epoxy
rebar dowels and reinforced concrete.
Al Leighton 8
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services
Key Personnel
•On-Call Geotechnical Engineering,Soils and Materials Testing and Inspection,City of Huntington
Beach, Huntington Beach, CA. Project Manager.Geotechnical engineering consulting, soils
observation and materials testing.
•El Camino College Measure E Campus Modernization Projects, El Camino Community College District,
Torrance,CA. Project Manager. Geotechnical engineering consultation and testing services.
•On-Call Geotechnical Services,Orange County Public Works Department,Orange County,CA. Project
Manager. Geotechnical services.
•On-Call Geotechnical Services, City of Lake Forest, Lake Forest,CA. Principal-in-Charge. On-call
geotechnical services.
•On-Call Geotechnical Services, Orange County Public Works Department, Orange County, CA. Project
Manager. Materials testing.
•On-Call Engineering and Peer Review, City of Anaheim Public Works,Anaheim, CA. Project Manager.
Geotechnical services.
•On-Call Geotechnical Testing and Special Inspection Services,Irvine Ranch Water District(IRWD),
Orange County,CA. Project Manager. Geotechnical testing and special inspection services.
•South Coast Plaza Pavement Rehabilitation,Cl Segerstrom&Sons, Costa Mesa,CA. Project Manager.
Geotechnical exploration, laboratory testing and geotechnical analyses.
• �
•On-Call Geotechnical Services, City of Lake Forest, Lake Forest, CA. Quality Control Manager/Special
Inspection Director. Materials testing and inspections.
•On-Call Geotechnical Engineering,Soils and Materials Testing and Inspection, City of Huntington
Beady Huntington Beach,CA.Quality Control Manager/Special Inspection Director. Soils observation
and testing.
•Reservoir No.2 and Pump Station Rehabilitation,City of Fountain Valley, Fountain Valley,CA. Quality
Control Manager/Special Inspection Director for the materials testing and special inspections
services.
• Multiple Street Pavement Rehabilitation and Overlay, Eastvale, CA. Laboratory Director. Materials
testings.
*Orange County Civic Center- Building 16,Santa Ana,CA. Field Supervisor. Geotechnical observation
and testing.
•Buena Park Fire Station 61, Buena Park, CA, Field Supervisor/Senior Engineering Technician.
Geotechnical observation and testing.
•OCWD Burris Pump Station Replacement Project, Anaheim, CA. Field Supervisor.Geotechnical
observation and testing.
%/i Leighton 9
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services is
Project Experience And References
Orange County Zoo Large Mammal Exhibit
Richard De Jong 1714-667-4966 ) Richard.DeJong@ocpw.ocgov.com
Leighton Project Manager: Edward Che, PE, GE
Project Dates: March 2020 - present
The new large Mammal Exhibit required the removal of existing improvements and temporary
structures to allow construction of three new one-story buildings, four habitats, two ramps
leading to two log bridges, mesh perimeter fencing supported by cables stretched between large
diameter steel cantilevered pipe columns with cast-in-place drilled concrete pier foundations, a
boardwalk path, and an infiltration basin. Leighton conducted the geotechnical exploration for
the design of the project in 2020 and is currently providing geotechnical observations and testing
as the geotechnical engineer of record during construction. We are also providing the special
inspection and material testing of reinforced concrete, structural steel welding, nondestructive
testing(NDT), CMU construction, and shotcrete.
Griffin /City of Orange Fire Station
Lance Solomon 1949.497.9000 ext. 264 ) IsolomonAtriffinstructures.com
Leighton Project Manager: Edward Che, PE, GE
Project Dates: September 2019 - present
Leighton performed a geotechnical exploration for the project in 2019, and the project is
currently under construction. The project consists of a new fire station, Fire Station 1, and
Headquarters Building, which will be a 2-story, 24,300 square-foot building. An off-site parking
lot for overflow parking is also under construction across the street from Fire Station 1. We
provided earthwork observation and soil compaction testing during grading and are providing
the special inspection and material testing for the construction of the building. Special
inspections include reinforced concrete, field welding and shop fabrication of structural steel,
CMU construction, seismic diaphragm nailing, and plant inspection of glue-laminated beams.
Al Leighton 10
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services
Ocean View School District On-Call
Jim Choate 1714.847.7083 ext. 3509 1jchoate@ovsd.ore
Leighton Project Manager: Edward Che, PE, GE
Project Dates: March 2018 - present
Leighton is providing inspection and testing services for a variety of code upgrade,
modernization, and new construction projects within the Ocean View School District of Orange
County. Improvements include access ramps,concrete sidewalks, parking pavement,and seismic
retrofit of buildings. New construction included a gymnasium/multi-purpose room at Oak View
Elementary School and the Central Kitchen building at the District's corporate yard. We provided
soil compaction testing of subgrades, compaction testing of base material, and concrete
sampling/batch plant inspection for the site improvements and building construction.
Additional special inspection for the building improvements included field welding inspection,
fireproofing inspection, and post-installed anchor inspection. Field testing services included pull
testing of post-installed anchors, adhesion/cohesion test for fireproofing, and concrete slump
test. Concrete compression tests and maximum dry density-optimum moisture content tests, for
soil and base material,were performed in our DSA certified laboratory. Upon project completion,
we submitted DSA 291 and 293 forms necessary for project closeout with certification.
Leighton also provided geotechnical engineering services during the design phase for projects at
College View, Westmont, and Oak View by conducting geotechnical explorations to provide
geotechnical engineering recommendations for design.
%/i Leighton 11
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services
Leighton's Unique Qualities
Leighton and the staff at the City have developed relationships over the last four years while
servicing the City's CIP projects.A level of understanding and trust has been established between
our Project Manager, Ed, and the City's contract administrators, project managers, and project
inspectors. We believe our relationship with the City is unique and stands out from other firms,
and by our experience and expertise in public works, our local management, and our multi-
disciplined inspectors, we were granted the on-call contract for the City back in 2017. We are
appreciative of the given opportunity and look forward to the possibility of providing continued
service to the City of Huntington Beach.
Resumes
See appendix for key staff resumes.
//, Leighton f'
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services 40
PREFERRED STAFFING
Our experience with The City of Huntington Beach has prepared us for the staffing requirements
needed to complete projects on time and within budget. We have learned from hundreds of on-
call public agency contracts the impact of staffing, schedules, and subcontracting on project
results. Leighton is capable of managing multiple, concurrent, and large-scale projects as
evidenced in our experience working with agencies including Caltrans. Our Project Manager, Ed
Che, PE, GE, has construction supervision experience for the civil and geotechnical engineering
aspects of projects including bridges, roadways, and pipelines. Ed is responsible for review of
construction materials testing and quality control. He also attends project team meetings,
reviews bid and submittals to clarify geotechnical recommendations. Ed recognizes the
importance and results of working collaboratively with the City and project team to achieve
efficient construction procedures.
Cip-of Huntington Beach.
Public Works Department
Pr�ect Manager
Edward Che,PE,GE
Joel Beckham James FIxY
(FWd Soper) (Spenor hslp tocJ
Alberto Lopez Rick leRiu
Goy Ktldak (Specio/InspecibnI
Kris Perez
Richwd Fernandez Scaryyeeinm
(cm1specia'nnspecraJ
%/11 Leighton 13
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services
PROJECT UNDERSTANDING & METHODOLOGY
We understand that the projects that will require our services will consist of various types of
infrastructure and facility improvement projects including and not limited to traffic signals, pump
stations, curb, gutter, sidewalks, pipelines, structures, road rehabilitation, reservoirs, bridge
retrofits, facility construction, and existing facility additions. Our objective is to assist the City by
providing construction material testing services as the primary service for the projects. We can
also provide additional services such as geotechnical engineering and environmental
consultation that can support the City, as the need arises.
SCOPE OF WORK: We will detail our scope of work related to construction material testing for
each project. These will include estimated number of tests and procedures for performing the
tests. We anticipate the types of testing and special inspection will include soil, concrete,
masonry, and structural steel. Using either a construction schedule provided by you or assumed
quantities, we will develop a budget for the project. We have a standardize cost estimating
worksheet which will be submitted together with our proposal. The estimate will list the
anticipated man hours and number of tests, subtotal by tasks, and the total cost of the project.
INTERNAL QUALITY ASSURANCE PROTOCOL: As part of our internal quality assurance protocol,
the Project Manager and Materials Engineer will review the test results and daily reports to
ensure all tests and field procedures follow the project specifications. Rework items will be
recorded in the project's "Non- Conformance Tracking Log' and reported to the City within 24
hours from time of occurrence. We will review the rework items list daily to ensure that all prior
non-compliance items have been resolved. Remarks for acceptance of rework items will be
documented in the log.The log will be maintained in the project folder and submitted to the City
on a weekly basis.
As part of our quality assurance program, our in-house scheduler will confirm that our field staff,
before they are sent to your site, will have the appropriate equipment and certifications.
Leighton's standards for quality service are consistent throughout all our work and depends on
the commitments of highly professional staff to continually meet clients fast-track schedules,
maintain tight budgets, and deliver quality work—no matter how tough the challenges.
Al Leighton 14
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services is
PROJECT CLOSEOUT REQUIREMENTS: Upon completion of the project, a Project Certification
Report, signed and stamped by our Registered Engineer, will be submitted to the City. Upon the
City's acceptance of the project, all records will be archived in the project folder. Our project
records will be maintained for a period of 10 years.
%/i. Leighton 15
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services
Rate Sheet
Per the City's RFC, Leighton is providing our detailed hourly rate schedule under the Cost file
section in PlanetBids.
Al Leighton 16
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services
Appendix A : Resumes
f1l Leighton "
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services
EDWARD CHE, PE, GE
Project Manager
Ed Che has 24 years of geotechnical engineering
Education experience with projects related to roadways, slopes,
• MS, Civil Engineering, California and pavement evaluations. He is experienced with
State University Long Beach subsurface exploration and sampling utilizing hollow-
• BS, Civil Engineering, California stem augers, cone penetration tests (CPTs), and
State University Long Beach geophysical methods. As his projects progressed from
design to construction, he managed field technicians
Professional Registrations conducting compaction testing of soil, base, and
asphalt concrete. He also managed special inspectors
• CA Geotechnical Engineer, 2811 performing inspection of reinforced concrete,
• CA Professional Engineer, 62743 reinforced masonry, structural steel welding and
Years of Experience bolting, and nondestructive testing.
Years with Leighton: 7 Relevant Project Experience
•
• Total: 25 Ongoing 1 On-Call Geotechnical Engineering, Soils
and Materials Testing and Inspection, City of
Huntington Beach, Huntington Beach, CA. Project Manager of an as-needed master services
agreement with the City of Huntington Beach providing geotechnical engineering consulting, soils
observation and testing of subgrade and compaction fill, and materials testing and inspection of
concrete,asphalt, rebar,epoxy dowels and welding for a number of task order projects for capital
improvement projects. Projects have included post-grading of facility building pad and parking
lot rehabilitation at city parks, pavement rehabilitation for various city street segments,
installation of traffic signal upgrade, and installation of a new 1,000 gallon per minute (gpm)
submersible sewage lift station and force main.
Ongoing 1 Ei Camino College Measure E Campus Modernization Projects, El Camino Community
College District, Torrance, CA. Project Manager that has and is currently providing geotechnical
engineering consultation and testing services during design and construction, respectively, for
the following projects: New Gymnasium, New Pool/Aquatics Building, New Parking Structure,
New Student Services Center, New Administration Building, and New Social Science & Student
Activities Buildings. Geotechnical explorations utilized hollow-stem auger borings for soil
sampling and subsurface evaluation. Laboratory testing included expansion index testing since
the campus is known for expansive soils. Geotechnical engineering support as well as field
compaction testing and laboratory testing were provided during construction.
2019 1 On-Call Geotechnical Services, Orange County Public Works Department, Orange
County, CA. Project Manager and Geotechnical Engineerfor several task orders,including the Sail
Shade Column Foundation Excavation Task Order for the Orangewood Children's Home. Ed
performed in-field observation during pier excavation activities and provided an observations
report as required by Orange County Building and Safety. Ensured and confirmed that
excavations were performed in conformance with approved the project plans.
fill Leighton 18
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services
MAN CHANDRA, PE, GE
Principal-In-Charge
Djan has more than 30 years of experience in providing
Education turnkey geotechnical engineering consulting services
• MS, Civil Engineering, Texas for the design and construction phases of a wide
A&M University, College Station, variety of critical infrastructure projects such as surface
Texas streets, highways, reservoirs, water/wastewater
• BS, Civil Engineering, Chung Yuan treatment facilities, and pipelines. His areas of
Christian University, Taiwan expertise include foundation design, soil
reinforcement, pavement subgrade stabilization, slope
Professional Registrations stability analysis, and retaining wall design. His project
management and leadership capabilities range from
• CA Geotechnical Engineer, 2376 large, complex design-build projects to on-call task
• CA Professional Engineer, 50068 orders in support of annual capital improvement
Years of Experience projects.
Years with Leighton: 32 Relevant Project Experience
•
• Total:32 Ongoing ( On-Call Geotechnical Services, City of Lake
Forest, Lake Forest, CA. Principal-in-Charge for the City
of Lake Forest 2019 Citywide Roadway Improvement project. Ensured personnel resources were
available in response to the City's urgent requests for testing during weekends as well as an
emergency repair of an IRWD pipeline that was not previously identified in the project plans.
Ongoing ( On-Call Geotechnical Services, Orange County Public Works Department, Orange
County, CA. Project Manager for various testing and capital improvement projects, including the
1.75-mile Brea Boulevard/Brea Canyon Road Widening. Managed the project scope, meetings,
schedule and budget and performed senior technical review of the geotechnical exploration work
plan and engineering recommendations for proposed bridge structures, earth retaining wall
systems, and roadway pavement.
Ongoing ( On-Call Engineering and Peer Review, City of Anaheim Public Works, Anaheim, CA.
Project Manager for the third-party peer review of geotechnical investigation reports for a
proposed RV Storage Facility, Manchester / Orangewood Affordable Housing project, and
pavement design and infiltration system design for a proposed 7-Eleven convenience store.
Ongoing ( On-Call Geotechnical Testing and Special Inspection Services, Irvine Ranch Water
District (IRWD), Orange County, CA. Project Manager for geotechnical testing and special
inspection services. Provided oversight and coordination with IRWD,contractors,and project civil
engineers and successfully completed awarded projects, including five booster pump station
permanent generator projects for the Santiago Canyon Area, Wells 21and 22 at 1221 Edinger
Avenue in Tustin, South County Zone 1-3 Booster Pump Station, Hidden Canyon Booster Pump
Station, and Initial Distribution Facility (IDF) Chlorine Line Replacement Project.
;// Leighton 19
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services
RODERICK MARCIA, PE
Materials Engineer
Roderick. Marcia has over 24 years of engineering experience
Education and oversees Leighton's three geotechnical and materials
• IRS, Civil Engineering, laboratories and the special inspections divisions. He reviews
California State University design submittals such as concrete mix designs and welding
Long Beach quality control plans as well as certificates of compliance for
reinforcing steel, prestressed concrete piles, prestressed
Professional Registrations concrete girders, prestressed concrete box girders, MSE
Walls, and bridge decks to name a few. Roderick directs
• CA Civil Engineer, 70150 Quality Assurance/Acceptance testing of materials including
Years of Experience aggregates, Portland Cement (PCC), Hot-Mix Asphalt (HMA),
steel reinforcements, mechanical splices, masonry, and
• Years with Leighton: 16 bearing pads. He also ensures materials used are in
• Total: 24 compliance with project plans and design specification and in
compliance with Caltrans Standard Specifications, Contract
Special Provision, and Construction Manual.
Relevant Project Experience
Ongoing / On-Call Geotechnical Services, City of Lake Forest, Lake Forest, CA. Quality Control
Manager/Special Inspection Director for the materials testing and inspections in support of the
City of Lake Forest 2019 Citywide Roadway Improvement project. Provided inspections reports
and reviewed asphalt mix design submittals and testing results to ensure and confirm quality
assurance.
Ongoing j On-Call Geotechnical Engineering, Soils and Materials Testing and Inspection, City
of Huntington Beach, Huntington Beach, CA. Quality Control Manager/Special Inspection
Director for soils observation and testing of subgrade and compaction fill, and materials testing
and inspection of concrete for a number of task order projects for capital improvement projects.
Projects included post-grading of facility building pad and parking lot rehabilitation at city parks,
pavement rehabilitation for various city street segments, installation of traffic signal upgrade,
and installation of a new 1,000 gpm submersible sewage lift station and force main. Provided
inspections reports and reviewed concrete and asphalt mix design submittals and testing results
to ensure and confirm quality assurance.
Ongoing / Reservoir No. 2 and Pump Station Rehabilitation, City of Fountain Valley, Fountain
Valley, CA. Quality Control Manager/Special Inspection Director for the materials testing and
special inspections services for the rehabilitation of a 5-million-gallon reinforced concrete
reservoir including replacement and upgrade of booster pumps and control system and new
pump house building. Reviews and provides inspection reports and test results for concrete,
mortar, rebars, masonry grout, welding quality for pavement, foundation, slab on grade, and
CMU wall structures.
% Leighton 20
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services
Joel T. Beckham
Field Supervisor
Joel Beckham Is experience includes geotechnical
Certifications/Troinings observation and testing for mass and post grading,
• CPN Nuclear Gauge Certificate observation and testing of backfill placement, as fill
557: Temperature - PCC -Caltrans -
thickness and the earthwork for over excavation and
•
JTCP compaction of the building pad, utility trench backfill,
concrete slab-on-grade subgrade preparation, and
• 231: Relative Compaction - Nuclear exterior pavement and sidewalk subgrade preparation.
Gauge-Caltrans(Department of He coordinates and expedites field work, identifies
Transportation)
competent soil materials, prepares daily field reports,
• 533: Ball Penetration - PCC- writes appropriate field memos, maintains field files and
Caltrans (Department of maps, and communicates effectively with developer
Transportation) representatives, civil inspectors, project managers, and
• 539: Sampling Fresh Concrete - contractors.
Caltrans -JTCP
• 540: Making Cylinders -PCC - Relevant Project Experience
Caltrans—JTCP
2019 J Orange County Civic Center - Building 16, Santa
• 556 - Slump of Fresh PCC-Caltrans Ili Ana, CA. Field Supervisor. Scheduled and dispatched
JTCP personnel to qualified p perform geotechnical
• Concrete -Grade I -ACI observation and testing during rough and fine grading
• 125 GEN: Sampling - GENERAL - operations as well as conducted quality control review
Caltrans (Department of of daily field reports. Scope of worked involved
Transportation) observation of excavation, shoring and tie-back
• 523.1: Section B.1 & 8.2 Flexural installation, and engineered backfill to prepare the site
Strength (Field Fabrication)- for new construction.
Caltrans (Department of
Transportation) 2018 J Buena Park Fire Station 61, Buena Park, CA.
125 AGG: Sampling - Aggregates- Field Supervisor/Senior Engineering Technician.
Caltrans -JTCP Responsibilities included observation and testing during
post-grading of subgrade, excavations of caisson
• 125 HMA: Sampling - HMA- foundation excavations, over-excavation and fill
Caltrans -JTCP placement, grading of pad for fire station building and
• 504: Air Content of PCC - Pressure gas tank.
Method - Caltrans -JTCP
• 518: Unit Weight - PCC- Caltrans- 1016 J OCWD Burris Pump Station Replacement
JTCP Project, Anaheim, CA. This project constructed a new
Years of Experience pump system with vertical turbine pumps installed in a
circular wet well, with new electrical and mechanical
• Years with Leighton: 16 equipment and a 50-foot-deep intake pipe installed on
• Total: 24 the slope of a new embankment. A 27-foot cofferdam
was built first to maintain water flow into basin during
construction.
%/i Leighton 21
City of Huntington Beach On Call Construction Material Testing&Inspection Services 0
ALBERTO LOPEZ
Senior Engineering Technician
Alberto has extensive field experience during geologic
Registrations & certifications explorations and grading. He has performed exploratory
• CPN Nuclear Gauge drilling with drill rigs up to 90' in depth and mapped cross
Certificate section by identifying soil classifications. He has observed
• Asphalt - City of Irvine and tested sites from start to finish including asphalt
paving, installation of shoring, tiebacks, and footings; and
Years of Experience large-scale mass grading hill side sites that were up to 15
million cubic yards with as much as 150 thousand cubic
• Years with Leighton: 7 yards of soils moved per day.
• Total: 22
Relevant Project Experience
Slater Sewer Lift Station Replacement, Huntington Beach, CA. The project abandons and
demolishes the existing lift station and dry well and installs new sanitary sewer lines, new sewer
lift station and valve vault, new wet well submersible pumps; replaces a force main; restores
asphalt concrete pavement and concrete hardscape; and replaces a segment of an existing
concrete masonry unit (CMU) wall.
Saybrook Lift Station Replacement, Huntington Beach, CA. The project consists of the
abandonment and demolition of an existing sewer lift station after the completion of the new lift
station,which includes the installation of a wet well,valve vault,and associated piping.Structures
include a CMU generator enclosure and reinforced concrete pads for the generator enclosure
and transformer. Other project features include construction of new gravity sewers, storm drain,
and watermain, as well as curb, gutter, sidewalk, and AC paving.
1-5 Central County Improvements, Santa Ana, CA. Senior Engineering Technician responsible for
observing the tacking of all edges, taking temperatures of the hot mixed asphalt, observing the
lay down and compaction effect of the hot mixed asphalt and taking compaction tests of the hot
mixed asphalt. This project will increase high occupancy vehicle (HOV) capacity by adding a
second HOV lane in both directions along 1-5 between SR-55 and SR-57 for approximately 3 miles
in Santa Ana.
2019 Citywide Roadway Improvement Project, Lake forest, CA. Senior Engineering Technician
responsible for observing the tacking of all edges, taking temperatures of the hot mixed asphalt,
observing the lay down and compaction effect of the hot mixed asphalt and taking compaction
tests of the hot mixed asphalt. Leighton completed soils observation and testing and asphalt
inspection and testing services during construction of new asphalt concrete pavement sections
and wearing course overlays on Civic Center Drive from Commerce Centre drive to South End,
Dimension Drive from Bake Parkway to Lake Forest Drive, and the Portola Parkway SR 241
underpass. Construction activities were performed during normal business hours, as well as
overnight and on weekends. This project is under an on-call agreement with the City of Lake
Forest.
Al Leighton 22
City of Huntington Beach
On CallConstruction Material Testing& Inspection Services is
GUY KENDALL
Senior Engineering Technician
Guy performs the duties to provide quality assurance and
Registrations & certifications control of geotechnical construction including all phases
• 125 GEN: Sampling - GENERAL of grading, roadways, residential, commercial, and
- Caltrans (Department of government projects, and is well-versed in standard
Transportation) grading procedures, backfill, sub-base and base
• 125 AGG: Sampling - operations. Guy identifies competent soil materials,
AGGREGATES - Caltrans - 1TCP prepares daily field reports, writes appropriate field
memos, maintains field files and maps, and has
• 125 HMA: Sampling - HMA - communicates effectively with developer
Caltrans - J representatives, civil inspectors, project managers, and
• 231: Relativvee Compaction contractors.
Nuclear Gauge - Caltrans
(Department of Relevant Project Experience
Transportation)
• 533 - Ball Penetration in Fresh Quail Hill Community Center, Irvine, CA. New community
PCC - Caltrans (Department of facility of includes one large classroom, a multipurpose
Transportation) room,an exercise room,a lobby, patio space, and outdoor
• Soils—[CC and playground amenities. The services provided for this
project included geotechnical observation and testing
Years of Experience during grading, and special inspections and material
testing during the construction of the building. Special
• Years with Leighton: 9 inspections were performed for concrete, rebar,
• Total: 18 structural steel, field welding, and asphalt paving.
Horse Creek Ridge, Follbrook, CA. Residential
development. Project includes new utilities, storm drains, and roads. As soils technician, Daniel
completes rough and post grading geotechnical services. Grading observation included rock fill
grading, subdrain installation, and observation of remedial grading. Leighton is the geotechnical-
engineer-of record for the 396-acre residential development east of SR 76. In addition to the new
homes, the seven distinct neighborhoods will offer families private recreation center and pool,
and San Diego County Sports park. 750 single-family and condominiums will be available. All
infrastructure, roads, utilities, and widening of SR-76 are part firm responsibilities.
2019 Citywide Roadway Improvement Project, Lake Forest, CA. Leighton completed soils
observation and testing and asphalt inspection and testing services during construction of new
asphalt concrete pavement sections and wearing course overlays. Construction activities were
performed during normal business hours, as well as overnight and on weekends. This project is
under an on-call agreement with the City of Lake Forest.
// Leighton 23
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services
KRIS PEREZ
Senior Engineering Technician
Kris Perez performs the duties to provide quality
Registrations & certifications assurance and control of geotechnical construction
• BNSF Rail Safety including all phases of grading, roadways, and residential
• CFR 1910.120 OSHA 40-Hour projects. He has observed and tested soil during grading
procedures, backfill, sub-base and base operations. Kris
Training CPN Nuclear Gauge identifies competent soil materials, prepares daily field
•
reports, writes appropriate field memos, and maintains
Certificate field files and maps.
• CPR AED First Aid
• Concrete - Grade 1 - ACI Relevant Project Experience
• 533 - Ball Penetration in Fresh
PCC - Caltrans (Department of Main St Traffic Signal Replacement, Huntington Beach,
Transportation) CA. Kris sampled and tested concrete for the traffic signal
• 231: Relative Compaction - caisson and for eight different traffic signs.
Nuclear Gauge - Caltrans Murdy Park, Huntington Beach, CA. Geotechnical
(Department of observation and materials testing for new practice field,
Transportation) bocce ball court, sport lighting, ball containment netting,
• 125 GEN: Sampling - GENERAL concrete paving, and underground utilities at City park.
- Caltrans (Department of
Transportation) Electrical Reliability Improvement Project, Anaheim, CA.
• 125 AGG: Sampling - Kris was responsible for geotechnical observation and
AGGREGATES - Caltrans -1TCP compaction testing services during backfill of electrical
• 125 HMA: Sampling - HMA - trenches and overlying subgrade. Trenching occurred on
Caltrans—JTCP multiple sites throughout City.
Years of Experience County Administration South, Santa Ano, CA. The 3.4-
acre development consists of the construction of a new 6-
Years with Leighton: 7 story County of Orange office building underlain by two
• Total: 8 levels of subterranean parking with an adjacent
Conference Event Center located south of the main office
building. This is the first phase of the Civic Center Facilities Master Plan to house 13 County
agencies in one area of the city.
Quail Hill Community Center, Irvine, CA. New community facility of includes one large classroom,
a multipurpose room, an exercise room, a lobby, patio space, and outdoor and playground
amenities. The services provided for this project included geotechnical observation and testing
during grading, and special inspections and material testing during the construction of the
building. Special inspections were performed for concrete, rebar, structural steel, field welding,
and asphalt paving.
/i, Leighton 24
City of Huntington Beach
On-Call Construction Material Testing& Inspection Services
RICHARD FERNANDEZ
Senior Engineering Technician
Richard Fernandez has 30+years of experience providing
Registrations& certifications observation and testing for quality assurance during
• CFR1910.120 OSHA 40-Hour construction of surface streets and highways in
Training accordance with Caltrans standards and the Quality
• CFR 1910.120 OSHA 8-Hour Assurance Program Manual and the Public Works
Refresher Training Greenbook. His vast transportation project experience
• Confined Space Entry includes pavement rehabilitation, traffic signals,
• CPN Nuclear Gauge Certificate widening and improvements, subsurface utilities
• CPR AED First Aid including sewer lifts, and bridge/grade separation
• Asphalt - City of Irvine projects.
Department of Public Works Relevant Project Experience
Years of Experience Adams Avenue and Atlanta Avenue Pavement
Rehabilitation, Huntington Beach, CA. Senior
• Years with Leighton: 36 Engineering Technician for the pavement rehabilitation
• Total: 36 of two parallel streets in Huntington Beach. Conducted
observation and testing during asphalt placement and
base course placement along Adams Avenue, west- and east-bound lanes. Conducted
observation and testing during asphalt base and rubber cap course placement along Atlanta
Avenue, west- and east-bound lanes. Provided daily field reports.
Edgewater Sewer Lift Station, Huntington Beach, CA. The project abandoned and demolished
the existing sewer lift station and installed a new 1,000 gallon-per-minute (gpm) submersible
sewage lift station and force main. Project scope included new gravity sewers, storm drain, and
watermain; grading of new generator and electrical enclosure pads; and replacement of asphalt
concrete pavement, concrete curb &gutter, and concrete sidewalks.
2019 Citywide Roadway Improvement Project Lake Forest CA. Senior Engineering Technician
for the pavement rehabilitation of Dimension Drive. Performed observation and testing during
compaction of subgrade/aggregate base and placement and compaction of asphalt during day
and night hours. During night hours, Richard observed the contractor's activities, including
grinding and removing nine inches of existing asphalt to the existing subgrade/aggregate base
followed by moisture conditioning and compacting of subgrade/aggregate base. The following
morning, Richard observed the placement of asphalt and tested for temperature, maximum
density, and relative compaction. Leighton completed soils observation and testing and asphalt
inspection and testing services during construction of new asphalt concrete pavement sections
and wearing course overlays. Construction activities were performed during normal business
hours, as well as overnight and on weekends.This project is under an on-call agreement with the
City of Lake Forest.
%/l, Leighton 25
,N
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services 40
1AMES FLACK
Special Inspector
Relevant Project Experience
Registrations& certifications
Saybrook Lift Station Replacement, Huntington Beach,
• Welding Inspector- AWS CA. The project consists of the abandonment and
• Structural Steel and Bolting demolition of an existing sewer lift station after the
—ICC completion of the new lift station, which includes the
Years of Experience installation of a wet well, valve vault, and associated
piping. Structures include a CMU generator enclosure
• Years with Leighton: 36 and reinforced concrete pads for the generator
• Total: 36 enclosure and transformer. Other project features
include construction of new gravity sewers, storm drain,
and watermain, as well as curb, gutter, sidewalk, and AC
paving.
Office and ADA Upgrades, Orange, CA. Special Inspector. Responsible for inspection of welding
of completed roof assemblies. Performed visual examination of pre-weld prep,fit-up,tack welds,
fillet welds &flare bevel groove welds of fabricated roof assemblies.
Todd Academy K-8, Corona, CA. Special Inspector. Responsible for inspection of welding
procedures and welds for evaluation of conformance to approved plans, specifications, and
building codes during field fabrications.
Crofton Center, Yucaipa, CA. Special Inspector. Performed 12 anchor pullout tests to condensing
unit anchors located on mechanical equipment pads above roof frame,as well as anchor pull out
tests to two structural #7 rebar vertical members epoxied in concrete footing.
Canyon Hall Science Building, Crofton Hills College, Yucaipa, CA. Special Inspector. Inspected
structural steel fabrication including wide flange beams and all complete joint penetration (013)
and multiple pass fillet welds in process and upon completion. Maintained communication with
foreman for any issues that arose during welding.
Occupational Education 1 Building, Crofton Hills College, Yucaipa, CA. Special Inspector.
Responsible for inspection of structural steel and various welds including: complete joint
penetration (CIP)groove welds of beam to column and beam to beam connections,plate washers
to base plate anchor rod holes, drag beam flange connections, high strength bolts at beam to
column and beam to beam connections, and knife plates to gusset plates. Also performed
ultrasonic testing of UP groove welds.The new OE2 Building is two-story with two wings,totaling
46,937 square feet. The building is supported on shallow foundations and slab-on-grade with
structural steel braced frames.
V/// Leighton 26
,N
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services is
RICHARD LERITZ
Special Inspector
Rick has over 40 years of experience on public works
Registrations& certifications projects performing
quality assurance testing and
• Masonry- DSA special inspection of concrete and masonry materials.
• Concrete - County of Los He has extensive knowledge of current California
Angeles Building Codes, Public Works Construction Greenbook,
• Masonry- County of Los and ICC and ACI testing standards and procedures. With
Angeles his deep level of expertise, Rick coordinates with the
• Structural Masonry- ICC construction superintendent or foreman to assure that
• Reinforced Concrete - ICC quality of materials strictly conform to approved plans,
specifications, and codes.
Years of Experience Relevant Project Experience
• Years with Leighton: 20 Buena Park Fire Station 61, Buena Park, CA. Special
• Total: 42 Inspector. Conducted special inspection, testing and
sampling of concrete. Observed the placement of
concrete for curb and gutter and approach aprons. Also inspected the exterior light standard
footings.The project constructed a new 18,000-square-foot station featuring three fire apparatus
bays, 14 dorms, administrative offices, and upgraded amenities.
Edgewater Sewer Lift Station, Huntington Beach, CA. ACI Technician during the special
inspection, materials testing, and geotechnical testing services for construction a new 1,000
gallon-per-minute (gpm) submersible sewage lift station and force main. Performed inspection,
testing, and sampling during placement of 150 cubic yards of concrete mix for lift station
foundation, walls, and roof, and drywell walls. The project abandoned and demolished the
existing sewer lift station and installed a new 1,000 gallon-per-minute (gpm)submersible sewage
lift station and force main. Project scope included new gravity sewers, storm drain, and
watermain; grading of new generator and electrical enclosure pads; and replacement of asphalt
concrete pavement, concrete curb &gutter, and concrete sidewalks.
Fire Station No.2, Orange, CA. Special Inspector. Conducted special inspection of reinforced
masonry; inspection, testing, and sampling of grout; and observed grout placement for the
apparatus bay and exercise room walls. Confirmed that materials met California Building Code
and American Concrete Institute standards as well as project documents.The project demolished
an existing single-story Apparatus Bay that was replaced with a new apparatus bay, exercise
room, interior renovation, and associate site work.
Emergency Operations Center, Orange, CA. Leighton provided special inspection during the
complete renovation of the Dispatch Center, Emergency Management Offices, and ADA
improvements to the restrooms.
Al Leighton 27
City of Huntington Beach
On-Call Construction Material Testing&Inspection Services
STACY WEIMER
Special Inspector
Stacy Weimer has extensive experience as inspector of
Registrations & certifications public works and commercial construction. His
• Reinforced Concrete - ICC responsibilities include overseeing construction
• Structural Masonry - ICC management projects for welding/bolting, masonry and
• Structural Steel & Welding -ICC concrete placement. He gives emphasis on quality
Structural Steel and Bolting— control and cost savings to his clients. He works under
• ICC strict conformance to project specifications and
coordinates with the Construction superintendent or
Years of Experience foreman during the structural welding of the framing to
verify proper welding procedures and techniques
• Years with Leighton: 6 assuring field quality conformed to approved plans,
• Total: 25 specifications, and codes. He will observe and test the
work assigned for conformance with the approved and
permitted construction documents. Will provide copies
of reports of observations and tests to the building
official, owner, and contractor, or as directed by City
staff. Will document and report any non-conforming
materials or workmanship.
Relevant Project Experience
Westminster Police Department Training Facility, Westminster, CA. The project constructed a
state-of-the-art center for agencies across Orange County to train and collaborate. The 21,000-
square-foot space includes a 10-lane gun range, a warehouse, a mat room, classroom and space
for evidence storage.
Buena Park Fire Station 61, Buena Park, CA. Special Inspector. Monitored the vertical positioning
of the prefabricated fire station building. Provided special inspection and testing services of
concrete and pervious concrete for the sidewalk at the north side of the new fire station building
and the west side of the building, respectively. Scope of services included sampling of concrete
cylinders followed by observation during concrete placement for sidewalks and rebar placement
for driveway slab. The project constructed a new 18,000-square-foot station featuring three fire
apparatus bays, 14 dorms, administrative offices, and upgraded amenities.
Fire Station No.2, Orange, CA. Special Inspector. Performed site visit of the steel fabrication
shop, identified structural steel materials, and inspected quality and process of welding methods
for studs, rebar, flat bars, W-beams. Provided inspection, testing and sampling of masonry and
grout, as well as structural inspection of masonry wall field welding, including documenting the
welding process and methods performed on site.The project demolished an existing single-story
Apparatus Bay that was replaced with a new apparatus bay, exercise room, interior renovation,
and associate site work.
f111Leighton 28
17XI41131T "B"
Payment Schedule (Hourly Payment)
A. I-lourly Rate
CONSULTANT'S lees f'or such services shall be based upon the following hour[\, rate and cost
schedule:
SEE ATTACHED EXHIBIT 13
13. Travel Charges for time during travel are not reimbursable.
C. Billing
I. All billing shall be done monthly in fifteen (IS) minute increments and matched to an
appropriate breakdown of- the time that was taken to perform that work and who
performed it.
2. Each month's bill should include a total to date. That total should provide. at a glance.
the total fees and costs incurred to date for the project.
J. A copy of memoranda, letters. reports, calculations and other documentation prepared
by CONSULTANT may be required to be submitted to CITY to demonstrate progress
toward completion of tasks. In the event CITY rejects or has comments on any such
product, CITY shall identify specific requirements for satisfactory completion.
4. CONSULTANT shall submit to CITY an invoice for each monthly payment due.
Such invoice shall:
A) Reference this Agreement:
13) Describe the services perfonned:
C) Show the total amount of the payment due:
D) Include a certification by a principal member of CONS ULTANT's firm that
the work has been performed in accordance with the provisions of this
Agreement: and
E) For all payments include an estimate of the percentage of-work completed.
Upon submission of any such invoice, if CITY is satisfied that CONSULTANT is
making satisfactory progress toward completion of tasks in accordance with this
Agreement. CITY shall approve the invoice. in which event payment shall be made
within thirty (30) days of receipt of the invoice by CITY. Such approval shall not be
unreasonably withheld. If CITY does not approve an invoice. CITY shall notit\
CONSULTANT in writing of the reasons for non-approval and the schedule of
performance set forth in Exhibit "A" may at the option of CITY be suspended until
the parties agree that past performance by CONSULTANT is in, or has been brought
into compliance. or until this Agreement has expired or is terminated as provided
herein.
I
Exhibit B
5. An\, billings for extra work or additional services authorized in advance and in writing
by CITY shall be invoiced separately to CITY. Such invoice shall contain all of the
information required above, and in addition shall list the hours expended and hourly
rate charged for such time. Such invoices shall be approved by CITY if the work
performed is in accordance with the extra work or additional services requested, and if
CITY is satisfied that the statement of hours worked and costs incurred is accurate.
Such approval shall not be unreasonably withheld. Any dispute between the parties
concerning payment of'such an invoice shall be treated as separate and apart from the
ongoing performance of the remainder of this Agreement.
Exhibit 13
EXHIBIT B
r Leighton 2021 PROFESSIONAL FEE SCHEDULE
i(/yti Anniversary
LABOR RATES
CLASSIFICATION $IHR CLASSIFICATION $1HR
Technician I.....................................................................................................81 Project AdministratorNJord Processor/Dispatcher.........................................80
Technician II/Special Inspector.....................................................................90 Information Specialist......_...........................................................................99
Senior Technician I Senior Special Inspector...............................................106 CAD Operator.............................................................._...............................117
Prevailing Wage(field soils/materials tester)'...........................................145 GIS Specialist........................................_........._....................._...................126
Prevailing Wage(Special Inspector)'..........................................................150 GISAnalyst..................................................................................................149
Prevailing Wage(Source Inspector,NDT and soil renlediation O&M)'........145 Staff Engineer/Geologist/Scientist............................................................138
System Operation&Maintenance(0&M)Specialist....................................135 Senior Staff Engineer/Geologist I Scientist/ASMR...................................152
Non Destructive Testing(NDT).....................................................................142 Operations/Laboratory Manager.................................................................219
Deputy Inspector..........................................................................................106 Project Engineer l Geologist I Scientist........................................................175
Field!/Laboratory Supervisor.......................................................................135 Senior Project Engineer I Geologist/Scientist I SMR..................................193
SourceInspector..........................................................................................122 Associate......................................................................................................216
City of Los Angeles Deputy Building Including Grading)Inspector. . _ ......144 Principal_... ................................................................................................230
See Prevailing Wages in Tams and Condinwns Senior Principal............................................................................................353
GEOTECHNICAL LABORATORY TESTING
METHOD $!TEST METHOD $/TEST
CLASSIFICATION&INDEX PROPERTIES COMPACTION&PAVEMENT SUBGRADE TESTS
Photograph of sample....................................................................................10 Standard Proctor compaction,4 points(ASTM D698)
Moisture content(ASTM D2216)........................................................................20 - 4 inch diameter mold(MethodsA&B)...................................................160
Moisture&density(ASTM D2937)ring samples................................................30 - 6 Inch diameter mold(Method C)...........................................................215
Moisture&density(ASTM D2937)Shelby tube or cutting.................................40 Modified Proctor compaction 4 points(ASTM D155D:
Atterberg limits 3 points(ASTM D4318):..........................................................150 - 4 inch diameter mold Methods A&B......................................................220
- Single point.non-plasbc............................................................................85 - 6 inch diameter mold Method C..............................................................245
- Atterberg limits(aganicASTM D24871 D4318).............................................180 Check point(per point)...................................................................................65
- Visual classification as non-plastic(ASTM D2488).......................................10 Relative compaction of untreatedilreated soils/aggregates(CTM 216)..........250
Panicle size:..................................................................................................... Relative density 0.1 It moll(ASTM 34253.D4254)...........................................235
- Sieve only 1'%inch to#200(AASHTO T771ASTM C136PSIM Dillin 7M 202)...135 California Bearing Ratio(ASTM 31863)
- Large sieve 6 inch to#200(AASHTO T27/ASTM C136rAS rm DNI3CTM 202)...175 - 3 point................................_................................................I.................500
- Hydrometer only(ASTM D7928)................................................................110 - 1 point.....................................................................................................185
- Sieve+hydrometer 53 inch sieve,(ASTM Milli......................................185 R-Value untreated soilsiaggregates(OSHTO T1901ASTM D28WTM 301).......310
- Percent passing#200 sieve,wash only(ASTM D1140)...............................70 R-Value lime or cement treated soilslaggregales(AASHTO T190/ASTM
Specific gravity and absorption of fine aggregate D28441CTM 30 1)..........................................................................................340
(AASHTO T84/ASTM C12&'ASTM D854/CTM 207)..............................................130 SOIL CHEMISTRY&CORROSIVITY
Specific gravity and absorption of coarse aggregate H Method A(ASTM D4972 or CTM 643
(AASHTO T85/ASTM C127/CTM 206)...............................................................100 p 1....................oist...................................45
45
- Total porosity-on Shelby tube sample(calculated)...............................165 Electrical resistivity—single point—as r aims( moisture......il64 )...............90
- Total p ( ) Mnimum resistivity 3 moisture content pants(ASTM G187/CTM 6p)...............90
porosity-on other sample calculated ..........................................155 pH+minimum resistivity(CTM 643)..............................................................130
Shrinkage limits wax method(ASTM D4943)...................................................126 Sulfate content-gravime6'ic(CTM 417 0 Part 2)................................................70
Pinhole dispersion(ASTM D4547)...................................................................210 Sulfate content-by ion chromatograph(CTM 417 Pan 2).................................80
Dispersive characteristics(double hydrometer ASTM D4221)................................90
Sulfate screen(Ha")....................................................................................30
As-received moisture&density(chunk/carved samples)...............................60
Sand Equivalent(AASHTO T1761ASTM D241KTM 217)....................... Chloride Content—by
T291ICTk1422)...................291/.......422)...................80
Chloride content—by ion Chromatogreph(AASHTO T291lCTM 422)....._............80
SHEAR STRENGTH Corrosion suite:minimum resistivity,sulfate,chloride,pH(CTM 643)............265
Pocket penetrometer ....................................................................................15 Organic matter content(ASTM D2974)..............................................................65
Direct shear(ASTM D3080,mod.,3 poktla): CONSOLIDATION&EXPANSIOWSWELL TESTS
Consolidated undrained-0.05 inch/min(CU).............................._..............285
DOrI$011datlOn(ASTM D2435):..........................................................................195
Consolidated drained-<0.05 inch/min(CD)................................................345 Each additional time curve.............................................................................45
Residual shear EM 1110-2-19(I6-IXA(pnce per each edd0prdpasalra 4hm)....50 Each additional load/unload w/o time reading40
Remolding or hand trimming of specimens(3 pants)....................................90 ..............................................Expansion Index(ASTM D1829).................................
46-8.-.........d It i...... 1
30
Oriented or block hand trimmin
g(per hour)....................................................65 Single load swelUcollapse-Method B(ASTM DI560,seat.bed a iuda6 wy)....105
Single point shear...........................-............................................................105 Swell collapse Method A up to 10 klad/unklads w/o time curves
Torsional shear(ASTM D6467/ASTM D7608)...........................................__.....820
(ASTM D4546-A)..........................................................................................290
Fee/2021-X w .leightongroup.com Pagel of
f/i Leighton FEE SCHEDULE
METHOD $/TEST METHOD $rTEST
TRIAXIAL TESTS HYDRAULIC CONDUCTIVITY TESTS
Unconfined compression strength of cohesive$oil loth stressstran pdt Tnaxial permeability in flexible-wall permeameter with backpressure
ASTM 02166) _.....................I... ..................................................in saturation at one effecbve stress
Unconsolidated undrained biaxial compression test on ohesive soils (EPA 91o0ASTM D5o84 lawny head Melhod C):................................................310
(UU,ASTM D2850.USAGE 0 test per 0onfneig stress).._......................................170 Each additional effective Stress...................................................................120
Consolidated undramed triaxial compression test for cahesire soils, Hand trimming of sod samples for horizontal K..............................................60
(CU.ASTM 04767,USACE R-0bw lest)with back pressure 58Nreti0n 8 Dore Remolding of test specimens........................................................................65
water pressure measurement(per confining stress)._._.................................375 Permeability of granular sods(ASTM D2434)..................................................135
Consolidated drained triaxial compression test(CD.USACE St.with volume Soil suction,fitter paper memo,ASTM MM)..................................................400
change measurement. Price per sod type below EM 1110-2-1906(X): SOIL-CEMENT
Sand or silty sand soils(per confining stress)......................... ........ Moisture-density curve for soil-cement matures(ASTM D558).......................240
Sift or clayey sand soils(per confining stress)........................................500 Wet-dry durability of soil-cement mixtures(ASTM D559)'._._................._..1.205
Clay soils(per confining stress)................. ...........................................705 Compressive strength of molded sal-cement cylinder(ASTM 01633)'.............60
Three-stage triaxial(sand or silty sand soils).._......................................655 Soil-cement remolded specimen Ua sheer sb ,consa ximm.ate)'....._.....235
Three-stage triaxial(silt or clayey sand soil).........................................875
Three-stage triaxial(Clay soils).............................................................1,235 'Cargasm(AM osse nexilxerr dereilr)should erso be perlamed-not nauded
Remolding of test specimen........... _____ __ 65 in -m -prior
CONSTRUCTION MATERIALS LABORATORY TESTING
METHOD $rTEST METHOD 51TEST
CONCRETE STRENGTH CHARACTERISTICS AGGREGATE PROPERTIES
Concrete cylinders compression(ASTM C39)(6'x 12'and 4'x 8') ................35 Bulk density and voids in aggregates(AASHTO T191ASTM C29l CTM 212)........_..50
Compression,concrete or masonry cores(tewill dray)s6 inch(ASTM C42)......40 Organic impunbes in fine aggregate sand(AASHTO T211ASTM C4KTM 213)....60
Trimming concrete cores(per core)...............................................................20 LA Rattler-smaller coarse aggregate<1.5'(A SH70796wSTMCMUCTM211)...200
Flexural strength of concrete(simple onnfiard lit ke ft ASTM C7NCTM 523).....85 lA Rattle(darger coarse aggregate 1-3'(AASHTO T96✓ASTM CSMTM 211)_.250
Flexural strength of concrete(smpebwrn iw of ladpAsirma 31C7M=...85 Apparent specific grav,ty of fine aggregate rAk%fMTMASTMC121irCTM20E1..130
Non shrink grout pubes(2 ndr.ASTM C 109rC1107)............................................25 Specific gravity and absorption of coarse aggregate(ASTM C127/CTM 206)
Drying shrinkage-lour readings,up to 90 days.3 bars(ASTM Ct57)...........400 >W retained. ............... . ............. . .. ..... ...._...................................100
Length of concrete cores(CTM 531) 40 Clay lumps.fnable 175
rig _ ..__........................................ Darbcles(aASHTo n lvastM c Mz)..................................
Durability Index(AASHTO T2101ASTM O3744ICTM 229)......................................200
HOT NIX ASPHALT(HMA)
Resistance of compacted HMA to moisture-induced damage AASHTMoisture content S aggregates by over.drying
(AASHTO T20CTM 371)........... . .. ............. ........ .............2.100 compaOedvoid co C5661CTM2 a-..__.......................................................40
Hamburg Wheel,4 briquettes(modified)(AASHTOT324)........ .. . Ur.compaO T3 Cad comets 1 fine aggregate
"�"'�� (AASHTO T304;ASTM C1252/CTM 234).._---..........••
Superpave gyratory Compaction(AASHTO T3I2JASTM D6925).........................350 Percent of pushed particles(AASHTO T3351ASTM DSU1&-TM 206)..................135
Extraction by ignition oven,percent asphalt Flat is elongated particles in coarse aggregate(ASTMDpgiii:V235)..........215
AASHTO T30&ASTM D63071CTM 382)............................................................150
Cleanness value of coarse aggregate(CTM 227)...........................................210
Ignition oven correctionicorrelabon values
Soundness.magnesium(AASHTO T101IASTMCeeCTM2/1)...........................225
AASHTO T30&ASTM D6307'CTM 3e2).........................................................1,350 Soundness,sodium(AASHTO T1041ASTM C8KTM 214)..................................650
Extraction by centnluge.percent asphalt(ASTM 02172)...............................150
Gradation of extracted aggregate(AASHTO T301ASTM D5N4'CTM 202)............135 MASONRY
Stabibmeter.S-Value(ASTM D1560/CTM 366)........._._...................................265 Mortar Cylinders 2'x 4'ASTM C780)...............................................................30
BRuminous mixture preparation IAASHTO R30,CTM 304)...................................80 Grout prisms 3'x 6'(ASTM C 1019) .._..................,.........................................30
Moisture content of HMA AASHTO T329ASTM D6037iCTM 370).........................60 Masonry cores Compression.56'diameter-testing filly(ASTM C42).............40
Bulk specific gravity of compacted HMA,molded specirtlen or cares, Masonry core-shear TrOe 24-lest only._._.-_. .............................................80
uncoated(AASHTO T166/ASTM D2726CTM 308)..............................................50 Veneer bond strength,cost for each-5 required(ASTM CA&Z........................55
Bulk specific gravity of compacted HMA,molded specimen or cores, CMU compression to size 8'x 8'x 16'-3 required(ASTM Ci4o)....................56
paraffincoated(AASHTO T2751ASTM DI IU CTM 3(8).....................................55 CMU moisture content.absorption 8 unit weVit-6 reglRed(ASTM C140).....50
Maximum density-Hveem(CTM 308)................_.........................................200 CMU blear drying shrinkage(ASTM C426).....................................................175
Theoretical maximum density and speck gravity of HMA W.SHTO T20W CMU grouted prisms compression teat S8'x 8'x 16'(ASTM C1314).............200
ASTM D204KTM 309)....... .......__. ......................_...................................130 CMU grouted prisms compression led>8'x8'x 16'(ASTM C1314).............250
Thickness or height of compacted bituminous paving mature specimens BEARING PAOS7PLATES AND JOINT SEAL
(ASTM D3549)._. ..... ................... ....._.......................................................40 Elastomenic bear . 990
bearing Dads(Callrans SS st-31...................... ...........................
Wet track abrasion of slurry seal ASTM 03910)..........._...._..........................150 Elastomerk beaming pad with hardness and compression tests
Rubberized aspham(am m ab"rake).......................................................+25%
ItaaansSS 51-31......................................................................................1.230
BRICK Type A Joint Seals(Catrw SS 51-2)...........................................................1,620
Compression-cost for each.5 required(ASTM 067).......................................50 Type B Joint Seals(Cate re SS 51.2)...........................................................1,530
Absorption-cost for each.5 required(ASTM C67)...........................................50 Bearing dates(A Xk....................................................................................720
Fee/2021 v~w.leightongroup.com Pape 2 of 4
C/�i Leigfton FEE SCHEDULE
METHOD $/TEST METHOD.........................................................................$7TEST
STREET LIGHTS/SIGNALS Epoxy coated rebar dowel film thickness(coating)test(ASTMA775iA934).......45
LED Luminaires i Signal Modules/Countdown Pedestrian Signal Face Epoxy coated rebar dowel continuity(Holiday)test(ASTMA7751ASM).............65
Modules(Caxrans RSS 66I.......... _.......................I........I.......1,300 Epoxy coated rebar flexibility,bend test,up to No.11 (ASTMA7751A934)..........45
Prestressing vmre,tension iASTMA416).........................................................175
SPRAY APPLIED FIREPROOFING Sample preparation(cutting) ...............................50
Unit weight ldensny.ASTM:. .........................................60 FASTENERS I BOLTS/RODS
REINFORCING STEEL AND PRESTRESSING STRANDS F3125GRA307,A325 Bolts,tensile test Suprol-1k'diameter,plafn
Rebar tensile test,s up to No. 11 :. 85 (ASTMA370).................................................................................................65
Rebar tensile test,z No. 14&over(ASTM A370).. _.. . . .. _. . _ . . ....200 F3125 GR A307,A325 Bolls,tensile lest,5 up to 1-1/4'diameter,
Rebar bend test.up to No.11(ASTMA370)......................................................65 galvanized(ASTMA370)...............................................................................75
Rebar bend test,z No. 14&over(ASTMA370)..............................................200 A490 Bolts.tensile test,5 up to 1-1/4'diameter,plain IASTMA370)................65
Resistance butt-welded hoopsbars,tensile test,5 up to No.10(CTM 670)....65 A490 Bolts.tensile test,5 up to 1-1/4"diameter,galvanized(ASTMA370)......75
Resistance butt-welded hoopsbars,tensile test,2 No.11&over(CTM670)...85 A593 Bolts,tensile test,15 up to 1-1/4"diameter,stainless steel(ASTMA170)...65
Mechanical rebar splice,tensile test,s up to No.11(CTM 670).......................65 F1554 Botts,tensile test,s up to 1-174"diameter,plain(ASTMA370)...........ADO
Mechanical rebar splice,slip test,5 up to No. 11(CTM 670)............................40 F1554 Bolts,tensile test,s up to 1-1/4-diameter,galvanized(ASTMA370)...120
Mechanical rebar splice,tensile test,z No. 14&over(CTM 670)..................200 SAMPLE TRANSPORT
Mechanical rebar splice,slip test, z No. 14 8 over(CTM 670)......._..............M Pick-up&delive (weekdays, <50 mile radius from Leighton office .90
Headed rebar splice,tensile test,sup to No. 11 (CTM 670)._.. ._.. ._._ _.....85 p ry imp' )
Headed rebar splice,tensile test,2 No. 14&over(CTM 670) -- -- -- ...200
EQUIPMENT LIST
ITEM $UNIT ITEM $ UNIT
14 inch Grab plates _ __...............................-...........I..............I...........5 each Moisture test kit(excludes labor to perform test ASTM E1907)...........60 test
14 inch Tubing(bonded)....................................................................0.55 foot Nuclear moisture and density gauge _ ..........................................88 day
1A inch Tubing(single)......................................................................0.35 foot Pachometer _..._..............................................................I.......25 day
3/8 inch Tubing,dear vinyt ................................................................0 55 foot Particulate Monitor _.........................................................................125 day
4-Gas meter(RKI Eagle or similar)7GEM 2000...................................130 day pH,/Conductmty1emperature MOW......................................................55 day
Air flow meter and purge pump(200 cumin).........................................50 day Photo-lo ization Detector(PID)...........................................................120 day
Box of 24 soil drive-sample rings.........................................................120 box Pump.Typhoon 2 or 4 stage.................................................................50 day
grass sample NDes..._._._ _....................................................I......I....10 each QED bladder pump w,QEO control box...............................................160 day
Caution tape(1000-foot roll)..................................................................20 each Quire fee-Phase I only......................................................................200 each
Combination lock or padlock.................................................................11 each Resistivity field meter&pins..................................................................50 day
Compressed air tank and regulator.......................................................50 day Slip i threaded cap.2-inch or 44kch diameer,PVC Schedule 40.........15 each
Concrete comp machine(56-inch-dia)...............................................150 day Slope inclinometer.. ............................................................................200 day
Consumables(gloves,rope,soap,tape,etc.).......................................35 day Sal sampling T-handle(Encore)...........................................................10 day
Core sample boxes................................................................................11 each Soil sampling rood__................................._........................................35 day
Crack monitor........................................................................................25 each Stainless steel bailer_...........................................................................40 day
Cutoff saws,ra '; 11ig,electric(Saturzal$).....................................75 day Submersible pump, 10 gpm,high powered Gru dfos
D-Meter Waking Floor Proller............................................................100 day 2-inch with controller.......................................................................160 day
Disposable bailers.................................................................................12 each Submersible pump,transfer pump.10-25 gpm......................................50 day
Disposable bladders..............................................................................10 each Support service tnxk usage(well installation,etc.).............................200 day
Dissolved oxygen meter........................................................................45 day SurveyHence stakes................................................................................8 each
DOT 55-galldn containment drum wilh Id.............................................65drum Tedlar®bags .....................................................................................18 each
Double-ring infiltrometer......................................................................125 day Traffic cones(rM)ibanricades(single 1")..........................................50 day
Dual-stage interface probe....................................................................80 day Turbidity meter......................................................................................70 day
Dynamic Cone Penetrometer..............................................................400 day Tyvek®suit(each).................................................................................18 each
Generator.potable gasoline fueled,3,500 web..................................90 day Vapor sampling box...............................................................................55 day
Global Positioning SystemAmer Rage Finder....................................00 day Vehicle usage(carrying equipnent)......................................................20 hour
Hardauger set . ..................................................................................90 day VeloctCak.... ._...._.___......................................................................35 day
HOPE safety fence(s100 feel).............................................................40 roll Visqueen(20 x 100lai.....................................................................100 roll
Honba U-51 water quality metsr..........................................................135 day Water level indicator(elec6'prc well Souder)<300 feet deep Wall!......60 day
Light tower(towable vertical mast)......................................................150 day ZIPLEVEL®..................................................._.......... ......................._.15 day
Magnehelc gauge ...............................................................15 day Other specialized geolechnical and emirarmental testing&monitoring
Manometer_ __ _ _ _......._............................................................25 day equipment are available.and priced per site
Mileage(IRS Allowable)....................................................................0.56 mile
Fee72021 vvv Aeightongroup.com Page 3 of 4
C///Leighton FEE SCHEDULE
TERMS AND CONDITIONS
Expiration: This fee schedule is effective through project-specific parking charges, shipping,
December 31, 2021 after which remaining work reproduction, and other reimbursable expenses
will be billed at then-current rates. will be invoiced at cost plus 20%, unless billed
,1 Proposal Expiration: Proposals are valid for at directly to and paid by client.
least 30 days. subject to change after 30 days ■ Invoicing: Invoices are rendered monthly,
unless otherwise stated in an attached proposal. payable upon receipt in United States dollars. A
a Prevailing Wages: Our fees for prevailing wage service charge of 1'/rpercent per month will be
work are based upon California prevailing wage charged for late payment.
laws and wage determinations. Unless specifically ■ Client Disclosures: Client agrees to provide
indicated in our proposal.. costs for apprentice all information in Clients possession about
are not included. If we are required to have an actual or possible presence of buried utilities and
apprentice on your project, additional fees will be hazardous materials on the project site. prior to
charged fieldwork. and agrees to reimburse Leighton for
all costs related to unanticipated discovery of
Overtime: Standard overtime rate is per utilities and/or hazardous materials. Client is also
California Labor Law and is billed at 1.5 or 2 times responsible for providing safe and legal access to
their hourly billing rate. Overtime rate for non- the project site for all Leighton field personnel.
exempt field personnel working on a Leighton
observed holiday is billed at 2 times their hourly ■ Earth Material Samples: Quoted testing unit
billing rate. Overtime rate for Prevailing wage rates are for soil and/or rock (earth) samples
work is per the California Department of Industrial free of hazardous materials. Additional costs will
Relations (DIR) determination and is multiplied at accrue beyond these standard testing unit rates
1.5 to 2 times their hourly billing rate for overtime for handling. testing and/or disposing of soil and/or
and double-time, respectively. rock containing hazardous materials. Hazardous
n Expert Witness Time: Expert witness deposition materials will be returned to the site or the site
and testimony will be charged at 2 times hourly owner's designated representative at additional
cost not included in listed unit rates. Standard
rates listed on the previous pages. with a minimum
turn-around time for geotechnlcal-laboratory test
charge of four hours per day results is 10 working days Samples will be stored
Minimum Field Hourly Charges: For Field for 2 months. after which they will be discarded.
Technicians. Special Inspectors or any on-site Prior documented notification is required if
(field) materials testing services samples need to be stored for a longer time. A
4 hours:4-hour minimum charge up to the first monthly storage fee of $10 per bag and S5 per
four hours of work sleeve or tube will be applied. Quoted unit rates
are only for earth materials sampled in the United
8 hours:8-hour minimum charge for over four States. There may be additional cost for handling
hours of work up to eight hours. imported samples
Project time accrued includes portal to portal Construction Material Samples: After all
travel time. designated 28-day breaks for a given sample
■ Insurance & Limitation of Liability: These rates set meet specified compressive or other client-
are predicated on standard insurance coverage designated strength, all "hold" cylinders or
and a limit of Leighton's liability equal to our total specimens will be automatically disposed of.
fees for a given project. unless specified in writing prior to the 28-day
break_ All other construction materials will be
■ Outside Direct Costs: Heavy equipment disposed of after completion of testing and
subcontractor fees and expenses project- reporting.
specific permits and/or licenses, project-specific
supplemental insurance. travel. subsistence.
Fee12021 w Aeightongroup.com Page 4 of 4
Client#: 1257049 305LEIGHGRO
ACORD., CERTIFICATE OF LIABILITY INSURANCE DAT110 /2EI312002ylyy'1 1
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 poilcy(ios)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 ondorsoment.A statement on
this certificate does not confer any rights to the certificate holder in Ilou of such ondorsonioni(s).
PRODUCER NAME: T Lori McNay
McGriH Insurance Services INC Np e,m 714 941-2815
2400 E Katella Ave Suite 1100 EJdNL LMcNay@mcgriff.coin
Anaheim, CA 92806 wSURE0.8 AFFORDING COVERAGE NAIC0
714 941.2800 WSURrR A:Lexington Insurance ComPnoy 19437
INSURED INSURER B:Travelers Indemnity Co of CT 25682
Leighton Consulting Inc
INSURER c
17781 Cowan Sto.100
INSURER 0, -_
Irvine,CA 92614.6009
INSURER E
INSURER F: 1-1
COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR 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 RY PAIDDY FF]]CIlI AIMS.
LTRR TYPE OFINSURANCE O B POLICY NUMBER IM C YYY) IMM��OFTYYYI- LIMITS
A )( COMN.ERCIAL GENERAL LIABILITY 065463440 2114/2021 0211412022 EACH OCCURRENCE $1 000,000
CUU.IS MADE a OCCUR PREMISF.B(Eo m��xn 550 DBg
MEO Em m m. sEXCLUDED
PERSONAL a ADV INJURY $1000000
GENt AGGREGATE UWT AWL—LES PER: GENERAL AGGREGATE s20001000
_ POLICY(_AJ J Co- 171 LOC PROIUCTS-COMPIOP AGG s2,000,000 OTHER: � Overall Policy General A grogatoCOMBINED $$5 000 000
B AUTOMOBILE LIABILITY BA3R7084312143G 2/1412021 021141202 M es E,,L SINGLE LIMIT $1,000 000
X ANY AUTO DOUILY IN.URY(P.,MI.L 5
OWNED 5CHEOULED ,APR OVER AS TO FOIi BOO:LV NJURY(Pe,.�ddaq s
AUTOS ONLY AUIUS PROPERtt OaMG[
X AU SODS ONLY X AUTOSGN
VNEO een $
AUTOS LV
By: $
M16NAEL-E.-GATE5------
A X UMBRELLA LIAR X OCCUR 00654631 tITY ATTORNEY 2114/2021 0211412022 EACH OCCURRENCE S5.000.000
EXCESSLun CLAWS emOE CITY OF HUNTINGTON BE 0,04 AGGREGATE -__ 55 000,000
DEO I X RETENTION S10000 APPROVED AE TO FORM _PER
$
i ' JOIN
WORKERS COMPENSATION LA � EB_
AND EMPLOYERS'LIABILITY
ANY PROPRIETOWPARTNEWEXECUTIVFYIN By' E.I-EAEASE-CH EA
$
OFFICEWMEMBER EXCLUDED?
� NrA MICHAEL E. GATES
(MSMelory In Nil) CITY ATTORNEY E.L eIBPASEEA EMPLOYEE $
ITyn,deeWe maer CnTy-OF-HUNTIN TON-BfA E.L.DISEASE-POLICY LIMB s
_ 11 M.PnON OF OPERATIONS bNmv
A Polf/Pollutri Liab 013001524 2114/2021 021141202' $2,000,000 Per Claim
aims Made $4,000,000 Aggregate
$10 000 Dad
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remorse SCheduls,may be eileched If mote specs Is reeebed)
Re: Pro)A12246 On-Call Material Testing &Engineering, Materials Testing 8.Geolechnical Engineering,
Huntington Beach.
Additional Insured to Include per specifications: City of Huntington Beach, Its officers,elected or
appointed officials,employees,agents and volunteers.
Additional Insured applies on General Liability per Lexington's Additional Insured Owners,Lessees or
(See Attached Descriptions)
CERTIFICATE HOLDER CANCELLATION
LC Clt Of Huntington Beach SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
( ) Y 9 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
2000 Main St ACCORDANCE WITH THE POLICY PROVISIONS.
Huntington Beach, CA 92648
AUTHORIZED REPRESCNTATNE
m 19BB-2015 ACORD CORPORATION.All rights reserved.
ACORD 25(2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD
#S28929925/h127355846 LXMCN
DESCRIPTIONS (Continued from Page 1)
I
Contractors endorsement LX4316 061'14 and LX9 6 0 5 10101 attached to the General Liability policy as required
by written contract.
Primary wording applies to General Liability per Lexington's endorsement LX9838 08/05 attached to policy.
Additional Insured applies on Automobile Liability per Traveler's Blanket Additional Insured endorsement
CAT437 02116 attached to the Automobile policy as required by written contract.
Notification of cancellation will be provided In accordance with the terms and conditions of the referenced
policies,as contained within the attached carrier endorsement forms.
SAGITTA 25.3(2016103) 2 of 2
#S289299251M27355846
PROFESSIONAL SERVICE AWARD ANALYSIS
SERVICE: On-Call Construction Management Services
SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital
Improvement Program projects.
VENDOR: AESCO, Inc.
OVERALL RANKING: 1 out of 25
SUBJECT MATTER EXPERTSIRATERS:
1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant
I. MINIMUM QUALIFICATIONS REVIEW
Written Proposal Score: Avg. of 67 out of 70 over 3 Raters listed above
(,Vendor#.1 "—`Mimmuin'Qualifications Review` ! _ ,w • + �t
1'41•rR' �
Total Weighted Maximum
Criteria Score Score
Proposal Criteria 67 70
Reference Check 10 10
Interview 15 15
Local Preference Check 5 5
Total 3' s 97r ? ? r rZ1007c! .
II. DUE DILIGENCE REVIEW
The city is familiar with AESCO because of their past work history with the city
projects.
,.AESC0�rSummary of Review;;
• AESCO has worked with the City of Huntington Beach on past
projects and has performed satisfactory work.
PROFESSIONAL SERVICE AWARD ANALYSIS
SERVICE: On-Call Construction Management Services
SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital
Improvement Program projects.
VENDOR: Leighton Consulting, Inc.
OVERALL RANKING: 2 (Tied) out of 25
SUBJECT MATTER EXPERTS/RATERS:
1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant
I. MINIMUM QUALIFICATIONS REVIEW
Written Proposal Score: Avg. of 57 out of 70 over 3 Raters listed above
Vendor#2-Minimum QualficahonsReview n r
,nir Cad^r :�. . :ro.„. Y ,.-�.�,. r1 -i• - >r ` ,�.t�:�y�:
Total Weighted Maximum
Criteria Score Score
Proposal Criteria 57 70
Reference Check 10 10
Interview 15 15
Local Preference Check y..0 5
Total i.�1;.1=I3.82 M•u-., _ :�,a.�'',`.100j;Fr.a"
II. DUE DILIGENCE REVIEW
The city is familiar with Leighton Consulting because of their past work history
with the city projects.
:Leight6-n-4ponsultmgr Sum�mR- ryr- ofReview
• Leighton Consulting has worked with the City of Huntington
Beach on past projects and has performed satisfactory work.
PROFESSIONAL SERVICE AWARD ANALYSIS
SERVICE: On-Call Construction Management Services
SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital
Improvement Program projects.
VENDOR: Ninyo & Moore, Inc.
OVERALL RANKING: 2 (Tied) out of 25
SUBJECT MATTER EXPERTS/RATERS:
1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant
I. MINIMUM QUALIFICATIONS REVIEW
• Written Proposal Score: Avg. of 57 out of 70 over 3 Raters listed above
'Vendor V MimmurtiIQuaIifcations Review ' }
Total Weighted Maximum
Criteria Score Score
Proposal Criteria 57 70
Reference Check 10 10
Interview 15 15
Local Preference Check 0 5
Total ?R:, ` 100:•<:•
II. DUE DILIGENCE REVIEW
• Ninyo & Moore was picked because of the success in interview and past work
history with similar scope projects. Very well supported firm with a variety of
abilities in materials and inspection support.
_Nm Y o1-y^.&1Moore Summa .of Reviews t * I •`, a;''�". rY _L.
�•��rP '"�^ rrc>• '�'C�xt l,._v.�"�.S . c.. "� r i..2_j, y.
• Ninyo & Moore has worked successfully with similar scope of
projects similar to the City of Huntington Beach.
PROFESSIONAL SERVICE AWARD ANALYSIS
SERVICE: On-Call Construction Management Services
SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital
Improvement Program projects.
VENDOR: Twining, Inc.
OVERALL RANKING: 2 (Tied) out of 25
SUBJECT MATTER EXPERTS/RATERS:
1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant
I. MINIMUM QUALIFICATIONS REVIEW
Written Proposal Score: Avg. of 57 out of 70 over 3 Raters listed above
Vendo�#4'"Mmimum_Quahfic_ations'Review � «� �'h'" ; ti;•.',
Total Weighted Maximum
Criteria Score Score
Proposal Criteria 57 70
Reference Check 10 10
Interview 15 15
Local Preference Check 0 5
"r 82•., - r
Total •:;:�._�
it. DUE DILIGENCE REVIEW
The city is familiar with Twining because of their past work history with the city
projects.
Twining Summaryiof Reviewy
• Twining has worked with the City of Huntington Beach on past
projects and has performed satisfactory work.
PROFESSIONAL SERVICE AWARD ANALYSIS
SERVICE: On-Call Construction Management Services
SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital
Improvement Program projects.
VENDOR: GMU Geotechnical, Inc., Inc.
OVERALL RANKING: 5 out of 25
SUBJECT MATTER EXPERTS/RATERS:
1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant
I. MINIMUM QUALIFICATIONS REVIEW
Written Proposal Score: Avg. of 57 out of 70 over 3 Raters listed above
Vendor#5'='.Miniinurn.Qualifications�ReJiew��::"`��`'^'""{�'.i�,,r',T"
Total Weighted Maximum
Criteria Score Score
Proposal Criteria 57 70
Reference Check 10 10
Interview 12 15
Local Preference Check 0 5
Total R� ' fir�`. .. _ 100q'.-
ll. DUE DILIGENCE REVIEW
• GMU Geotechnical, Inc. was picked because of the success in interview and past
work history with similar scope projects, especially in street related work.
'GMU Geotechnical Inc Summary�of.Review
• GMU Geotechnical, Inc. has worked successfully with similar
scope of projects similar to the City of Huntington Beach.
City of Huntington Beach
2000 Main Street ♦ Huntington Beach, CA 92648
(714) 536-5227 ♦ Nvcvw.huntingtonbeachca.gov
Office of the City Clerk
' Robin Estanislau, CAN,Clerk
January 10, 2022
Leighton Consulting, Inc.
Attn: Thomas C. Benson, Jr.
17781Cowan
Irvine, CA 92614
Dear Mr. Benson:
Enclosed is a fully executed copy of the "Professional Services Contract between the
City of Huntington Beach and Leighton Consulting, Inc. for On Call Material Testing and
Engineering Services" approved by the Huntington Beach City Council on December
21, 2021.
Sincerely,
Robin Estanislau, CMC
City Clerk
RE:ds
Enclosure
Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand