HomeMy WebLinkAbout11-Development Services
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ORIGINAL
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: Valerie C. Ross, Director
Resolution authorizing execution of
Agreements for Services with Ninyo &
Moore, Hilltop Geotechnical, Inc. and
AMEC Earth & Environmental Inc. for
Geotechnical Investigations and
Construction Material Testing.
Subject:
Dept: Development Services
Date: November 14, 2006
MCC Date:: December 4, 2006
Synopsis of Previous Council Action:
09/02/03
Approved Request for Proposal (RFP) format use to solicit proposals for future
Public Works Projects.
08/15/06
Adopted 5- Year CIP for FY 2006/11.
Recommended Motion:
Adopt Resolution.
_C<7?ffl-
Valerie C. Ross
Contact person: Mike Grubbs, Engineering Mgr.lField EngineerPhone: 5179
Supporting data attached: Staff Report, Reso. & Agreements Ward: All
FUNDING REQUIREMENTS: Amount:
$150,000
Source: (Acct. No.) Various CIP Projects
Acct. Description: Various CIP Projects
Finance:
Council Notes
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Agenda Item No. II
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CITY OF SAN BERNARDINO - REOUEST FOR COUNCIL ACTION
STAFF REPORT
Subject:
Resolution authorizing execution of Agreements for Services with Ninyo & Moore, Hilltop
Geotechnical, Inc. and AMEC Earth & Environmental Inc. for Geotechnical Investigations and
Construction Material Testing.
Background:
The Public Works Division of the Development Services Department is responsible for planning
and implementing the City's Capital hnprovement Program (CIP). This program, in general,
consists of design and construction of roads, bridges, buildings, grading, drainage, landscaping,
traffic signals, handicap ramps, etc.
From time to time during the design and construction of a project, specialized expertise and
services are needed, including soils sampling and analysis, performance of grading observations,
soil compaction testing, collection of concrete cylinders for compressive strength testing,
collection and testing of asphalt concrete pavement samples, soils borings to 15 feet with
appropriate logs, and provision of a geological engineer for consultation with City staff. These
services are not available through in-house resources.
On August 28, 2006, the Development Services Department prepared a Request for Proposals
(RFP) for Geotechnical Investigations and Construction Material Testing. Copies of the RFP
were sent to a total of nine firms that appeared qualified to provide the services. It was also
advertised in the Sun Newspaper, posted on the Internet and sent to the San Bernardino Area
Chamber of Commerce.
On September 25, 2006, a total of nine proposals were received. The firms submitting proposals
were:
. AMEC Earth & Environmental, Inc., Ontario
. Cal West Consultants, Riverside
. Converse Consultants, Redlands
. Hilltop Geotechnical, Inc., San Bernardino
. Kleinfelder, Inc., Redlands
. Koury Engineering & Testing, Inc., Ontario
. Leighton & Assoc., Chino
. Ninyo & Moore Geotechnical and Environmental Sciences Consultants, Ontario
. Sequoia Consultants, Orange
The selection process was completed on October 30, 2006, and consisted of the evaluation by
City staff of proposals and interviews with the six firms with the highest rated proposals. The
method of evaluation of proposals, interviews and ratings was completed in accordance with the
rating system approved by the Mayor and Common Council on September 2, 2003.
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT - Continued
Based on the results of the interviews, three firms were selected whose proposals best meet the
need of the City, as follows:
. Ninyo & Moore Geotechnical and Enviromnental Sciences Consultants of Ontario
. Hilltop Geotechnical, Inc. of San Bernardino
. AMEC Earth & Enviromnental, Inc. of Ontario
Three firms were chosen to give the City a greater degree of flexibility when services are
needed. The work will be distributed among the three firms in a manner that best meets the
needs of the City. The City has made no guarantee to any of the consultants regarding the
amount and/or the dollar value of the work they may receive.
Attached to each Agreement is a proposed fee sheet for the respective Consultant.
Staff recommends that the Agreements for Services be executed and that annual purchase
orders totaling $150,000 in aggregate be issued to Ninyo& Moore, Hilltop Geotechnical, Inc.
and AMEC Earth & Enviromnental Inc. The Agreements will be effective upon execution by
the parties and will be valid through June 30, 2007. An administration extension of one
additional year can be approved with the consent of the parties.
Financial Impact:
Funds for Geotechnical Investigations and Construction Material Testing are available through
each individual project and cost of services is charged back to the particular Capital
Improvement Project's budget through the work order number.
Recommendation:
Adopt Resolution.
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RESOLUTION NO.
3 RESOLUTION OF THE CITY OF SAN BERNARDINO AUTHORIZING THE
MAYOR TO EXECUTE AGREEMENTS FOR SERVICES WITH THE FIRMS OF
4 NINYO & MOORE, HILL TOP GEOTECHNICAL, INC., AND AMEC EARTH &
5 ENVIRONMENTAL, INC. FOR GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING.
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BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY
OF SAN BERNARDINO AS FOLLOWS:
SECTION I. Ninyo & Moore, Hilltop Geotechnical, Inc. and AMEC Earth &
Environmental Inc. are firms that are competent, experienced, and able to perform requested
services and have provided the most advantageous and responsible proposal for Geotechnical
aggregate. Pursuant to this determination, the Purchasing Manager is hereby authorized and
directed to issue Purchase Orders for said services to said firms; all other proposals are hereby
15 rejected. The Mayor is hereby authorized and directed to execute, on behalf of the City, three
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Agreements for Geotechnical Investigations and Construction Material Testing; copies of which
are attached hereto and incorporated herein as Exhibit A (Ninyo & Moore), Exhibit B (Hilltop
19 Geotechnical, Inc.) and Exhibit C (AMEC Earth & Environmental, Inc.).
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SECTION 2. Said Agreements shall be in effect through June 30, 2007, unless earlier
terminated as provided in the Agreements or as otherwise agreed to in writing by the parties. An
23 administrative extension of one additional year may be authorized, subject to agreement of both
24 parties
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SECTION 3.
The authorization to execute the above-referenced Agreements is
rescinded, if they are not signed by the parties within sixty (60) days of the passage of this
resolution.
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RESOLUTION... AUTHORIZING THE MAYOR TO EXECUTE AGREEMENTS
2 FOR SERVICES WITH THE FIRMS OF NINYO & MOORE, HILLTOP
GEOTECHNICAL, INC., AND AMEC EARTH & ENVIRONMENTAL, INC. FOR
3 GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING.
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I HEREBY CERTIFY that the foregoing resolution was duly adopted by the Mayor and
Common Council of the City of San Bernardino at a
meeting thereof, held
on the
, 2006, by the following vote, to wit:
day of
Council Members:
ABSTAIN
ABSENT
AYES
NAYS
ESTRADA
BAXTER
BRINKER
DERRY
KELLEY
15 JOHNSON
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MC CAMMACK
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City Clerk
The foregoing resolution is hereby approved this day of , 2006.
Patrick J. Morris, Mayor
City of San Bernardino
24 Approved as to form:
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JAMES F. PENMAN,
City Attorney
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EXHIBIT A
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AGREEMENT FOR GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING
THIS AGREEMENT is made and entered into this day of
2006 ("Effective Date"), by and between the CITY OF SAN BERNARDINO, a charter
city ("City"), and NINYO & MOORE ("Consultant").
WITNESSETH:
A. WHEREAS, City proposes to have Consultant perform the Geological
Investigations and Construction Material Testing services described herein below; and
B. WHEREAS, Consultant represents that it has that degree of specialized expertise
contemplated within California Government Code, Section 37103, and holds all
necessary licenses to practice and perform the services herein contemplated; and
C. WHEREAS, City and Consultant desire to contract for specific services in
connection with the project described below (the "Project") and desire to set forth their
rights, duties and liabilities in connection with the services to be performed; and
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D. WHEREAS, no official or employee of City has a financial interest, within the
provisions of California Government Code, Sections 1090-1092, in the subject matter of
this Agreement.
NOW, THEREFORE, for and in consideration of the mutual covenants and
conditions contained herein, the parties hereby agree as follows:
1.0. SERVICES PROVIDED BY CONSULTANT
1.1. Scope of Services. Consultant shall furnish on-call, as-needed Geological
Investigations and Construction Material Testing services to City in accordance with
Consultant's proposal dated September 25, 2006, attached hereto as Attachment I and
incorporated herein. It is agreed that Consultant shall accomplish all Geological
Investigations and Construction Material Testing services in accordance with the
standards of.the City.
1.2. Professional Practices. All professional services to be provided by
Consultant pursuant to this Agreement shall be provided by personnel experienced in
their respective fields and in a manner consistent with the standards of care, diligence and
skill ordinarily exercised by professional consultants in similar fields and circumstances
in accordance with sound professional practices. Consultant also warrants that it is
familiar with all laws that may affect its performance of this Agreement and shall advise
City of any changes in any laws that may affect Consultant's performance of this
Agreement.
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1.3. Warranty. Consultant warrants that it shall perform the services required
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EXHIBIT A
by this Agreement in compliance with all applicable Federal and California employment
laws including, but not limited to, those laws related to minimum hours and wages;
occupational health and safety; fair employment and employment practices; workers'
compensation insurance and safety in employment; and all other Federal, State and local
laws and ordinances applicable to the services required under this Agreement.
Consultant shall indemnify and hold harmless City from and against all claims, demands,
payments, suits, actions, proceedings, and judgments of every nature and description
including attorneys' fees and costs, presented, brought, or recovered against City for, or
on account of any liability under any of the above-mentioned laws, which may be
incurred by reason of Consultant's performance under this Agreement.
1.4. Non-discrimination. In performing this Agreement, Consultant shall not
engage in, nor permit its agents to engage in, discrimination in employment of persons
because of their race, religion, color, national origin, ancestry, age, physical handicap,
medical condition, marital status, sexual gender or sexual orientation, or any' other
category protected by law, except as permitted pursuant to Section 12940 of the
Government Code. Violation of this provision may result in the imposition of penalties
referred to in Labor Code, Section 1735.
1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter
into agreements with other consultants for services similar to the services that are subject
to this Agreement or may have its own employees perform services similar to those
services contemplated by this Agreement.
1.6. Delegation and Assigrunent. This is a personal service contract, and the
duties set forth herein shall not be delegated or assigned to any person or entity without
the prior written consent of City.
1.7. Business License: The Consultant shall obtain and maintain a valid City
Business Registration Certificate during the term of this Agreement.
1.8. Duty of Loyalty/Conflict of Interest: The Consultant understands and
agrees that as the City's on-call geotechnical investigations and construction material
testing consultant, Consultant shall maintain a fiduciary duty and a duty of loyalty to the
City in performing Consultant's obligations under this Agreement. Consultant, in
performing its obligations under this Agreement, is governed by California's conflict of
interest laws, Government Code Section 87100 et seq., and Title 2, California Code of
Regulations Section 18700 et seq.
2.0. COMPENSATION AND BILLING
2.1. Compensation. Over the term of this Agreement, Consultant shall be paid
for such services in accordance with the attached "Price Form" (See Attachment 2).
2.2. Additional Services. Consultant shall not receive compensation for any
services provided outside the scope of services specified in the Response unless the City
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EXHIBIT A
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or its Construction Engineer for this Project, prior to Consultant performing the
additional services, approves such additional services in writing. It is specifically
understood that oral requests and/or approvals of such additional services or additional
compensation shall be barred and are unenforceable.
2.3. Method of Billing. Consultant may submit invoices to City's Construction
Engineer for approval on a progress basis, but no more often than monthly. Said invoice
shall be based on the total of all Consultant's services which have been completed to
City's sole satisfaction. City shall pay Consultant's invoice within forty-five (45) days
from the date City receives said invoice. Each invoice shall describe in detail, the
services performed and the associated time for completion. Any additional services
approved and performed pursuant to this Agreement shall be designated as "Additional
Services" and shall identify the number of the authorized change order, where applicable,
on all invoices.
2.4. Records and Audits. Records of Consultant's services relating to this
Agreement shall be maintained in accordance with generally recognized accounting
principles and shall be made available to City or its Construction Engineer for inspection
and/or audit at mutually convenient times for a period of three (3) years from the
Effective Date.
3.0. TIME OF PERFORMANCE
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3.1. Commencement and Completion of Work. The professional services to be
performed pursuant to this Agreement shall commence within five (5) days from the
Effective Date of this Agreement. Said services shall be performed in strict compliance
with the Project Schedule issued by the Construction Engineer. Failure to commence
work in a timely manner and/or diligently pursue work to completion may be grounds for
termination of this Agreement.
3.2. Excusable Delays. Neither party shall be responsible for delays or lack of
performance resulting from acts beyond the reasonable control of the party or parties.
Such acts shall include, but not be limited to, acts of God, fire, strikes, material shortages,
compliance with laws or regulations, riots, acts of war, or any other conditions beyond
the reasonable control of a party.
4.0. TERM AND TERMINATION
4.1. Term. This Agreement shall commence on the Effective Date and
continue through June 30, 2007, unless previously terminated as provided herein or as
otherwise agreed to in writing by the parties. An administrative extension of one
additional year may be authorized, subject to agreement of both parties.
4.2. Notice of Termination. The City reserves and has the right and privilege
of canceling, suspending or abandoning the execution of all or any part of the work
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notice to Consultant. The tennination of this Agreement shall be deemed effective upon
receipt of the notice of tennination. In the event of such tennination, Consultant shall
immediately stop rendering services under this Agreement unless directed otherwise by
the City.
4.3. Compensation. In the event oftennination, City shall pay Consultant for
reasonable costs incurred and professional services satisfactorily perfonned up to and
including the date of City's written notice of tennination. Compensation for work in
progress shall be prorated as to the percentage of work completed as of the effective date
of tennination in accordance with the fees set forth herein. In ascertaining the
professional services actually rendered hereunder up to the effective date of tennination
of this Agreement, consideration shall be given to both completed work and work in
progress, to complete and incomplete drawings, and to other documents pertaining to the
services contemplated herein whether delivered to the City or in the possession of the
Consultant.
4.4 Documents. In the event of tennination of this Agreement, all documents
prepared by Consultant in its perfonnance of this Agreement including, but not limited
to, finished or unfinished design, development and construction documents, data studies,
drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery
of tennination notice to Consultant, at no cost to City. Any use of uncompleted
documents without specific written authorization from Consultant shall be at City's sole
risk and without liability or legal expense to Consultant.
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5.0. INSURANCE
5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and
maintain during the life of this Agreement all of the following insurance coverages:
(a) Comprehensive general liability, including premises-operations,
products/completed operations, broad fonn property damage,
blanket contractual liability, independent contractors, personal
injury with a policy limit of not less than One Million Dollars
($1,000,000.00), combined single limits, per occurrence and
aggregate.
(b) Automobile liability for owned vehicles, hired, and non-owned
vehicles, with a policy limit of not less than One Million Dollars
($1,000,000.00), combined single limits, per occurrence and
aggregate.
(c) Workers' compensation insurance as required by the State of
California.
(d)
Professional errors and omissions ("E&O") liability insurance with
policy limits of not less than One Million Dollars ($1,000,000.00),
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combined single limits, per occurrence and aggregate. Consultant
shall obtain and maintain, said E&O liability insurance during the
life of this Agreement and for three years after completion of the
work hereunder.
5.2. Endorsements. The comprehensive general liability insurance policy shall
contain or be endorsed to contain the following provisions:
(a) Additional insureds: "The City of San Bernardino and its elected
and appointed boards, officers, agents, and employees are addition-
al insureds with respect to this subject project and contract with
City."
(b) Notice: "Said policy shall not terminate, nor shall it be cancelled,
nor the coverage reduced, until thirty (30) days after written notice
is given to City."
(c) Other insurance: "Any other insurance maintained by the City of
San Bernardino shall be excess and not contributing with the
insurance provided by this policy."
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5.3. Certificates of Insurance. Consultant shall provide to City certificates of
insurance showing the insurance coverages and required endorsements described above,
in a form and content approved by City, prior to performing any services under this
Agreement.
5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any
way, the indemnification provision contained in this Agreement, or the extent to which
Consultant may be held responsible for payments of damages to persons or property.
6.0. GENERAL PROVISIONS
6.1. Entire Agreement. This Agreement constitutes the entire Agreement
between the parties with respect to any matter referenced herein and supersedes any and
all other prior writings and oral negotiations. This Agreement may be modified only in
writing, and signed by the parties in interest at the time of such modification. The terms
of this Agreement shall prevail over any inconsistent provision in any other contract
document appurtenant hereto, including exhibits to this Agreement.
6.2. Representatives. The Director of Development Services or her designee
shall be the representative of City for purposes of this Agreement and may issue all
consents, approvals, directives and agreements on behalf of the City, called for by this
Agreement, except as otherwise expressly provided in this Agreement.
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Consultant shall designate a representative for purposes of this Agreement
who shall be authorized to issue all consents, approvals, directives and agreements on
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EXHIBIT A
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behalf of Consultant called for by this Agreement, except as otherwise expressly
provided in this Agreement.
6.3. Proiect Managers. City shall designate a Construction Engineer to work
directly with Consultant in the performance of this Agreement.
Consultant shall designate a Project Manager who shall represent it and be
its agent in all consultations with City during the term of this Agreement. Consultant or
its Project Manager shall attend and assist in all coordination meetings called by City.
6.4. Notices. Any notices, documents, correspondence or other
communications concerning this Agreement or the work hereunder may be provided by
personal delivery, facsimile or mail and shall be addressed as set forth below. Such
communication shall be deemed served or delivered: a) at the time of delivery if such
communication is sent by personal delivery; b) at the time of transmission if such
communication is sent by facsimile; and c) 48 hours after deposit in the U.S. Mail as
reflected by the official U.S. postmark if such communication is sent through regular
United States mail.
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IF TO CONSULTANT:
Jalal Vakili, Principal Engineer
Ninyo & Moore
1701 South Grove A venue, Suite J
Ontario CA 91761
909-947-1588
909-947-0388 (fax)
IF TO CITY:
Valerie C. Ross
Director of Development Services
300 North "D" Street
San Bernardino, CA 92418
Fax: 909-384-5080
Tel: 909-384-5357
6.5. Attorneys' Fees. In the event that litigation is brought by any party in
connection with this Agreement, the prevailing party shall be entitled to recover from the
opposing party all costs and expenses, including reasonable attorneys' fees, incurred by
the prevailing party in the exercise of any of its rights or remedies hereunder or the
enforcement of any of the terms, conditions, or provisions hereof. The costs, salary and
expenses of the City Attorney and members of his office in enforcing this contract on
behalf of the City shall be considered as "attorneys' fees" for the purposes of this
paragraph.
6.6. Governing Law. This Agreement shall be governed by and construed
under the laws of the State of California without giving effect to that body of laws
pertaining to conflict of laws. In the event of any legal action to enforce or interpret this
Agreement, the parties hereto agree that the sole and exclusive venue shall be a court of
competent jurisdiction located in San Bernardino County, California.
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6.7. Assignment. Consultant shall not voluntarily or by operation of law
assign, transfer, sublet or encumber all or any part of Consultant's interest in this
Agreement without City's prior written consent. Any attempted assignment, transfer,
subletting or encumbrance shall be void and shall constitute a breach of this Agreement
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and cause for termination of this Agreement. Regardless of City's consent, no subletting
or assignment shall release Consultant of Consultant's obligation to perform all other
obligations to be performed by Consultant hereunder for the term of this Agreement.
6.8 Indemnification and Hold Harmless. Consultant shall protect, defend,
indemnify and hold harmless City and its elected and appointed officials, officers, and
employees from any and all claims, liabilities, expenses, including attorney fees, damage
to property or injuries to or death of any person or persons or damages of any nature
including, but not by way of limitation, all civil claims or workers' compensation claims,
arising out of or in any way connected with the intentional or negligent acts, errors or
omissions of Consultant, its employees, agents or subcontractors in the performance of
this Agreement.
6.9. Independent Contractor. Consultant is and shall be acting at all times as an
independent contractor and not as an employee of City. Consultant shall secure, at his
expense, and be responsible for any and all payment of Income Tax, 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 any are required, in connection with the services to be performed hereunder.
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6.10 Ownership of Documents. All findings, reports, documents, information
and data including, but not limited to, computer tapes or discs, files and tapes furnished
or prepared by Consultant or any of its subcontractors in the course of performance of
this Agreement, shall be and remain the sole property of City. Consultant agrees that any
such documents or information shall not be made available to any individual or
organization without the prior consent of City. Any use of such documents for other
projects not contemplated by this Agreement, and any use of incomplete documents, shall
be at the sole risk of City and without liability or legal exposure to Consultant. City shall
indemnify and hold harmless Consultant from all claims, damages, losses, and expenses,
including attorneys' fees, arising out of or resulting from City's use of such documents
for other projects not contemplated by this Agreement or use of incomplete documents
furnished by Consultant. Consultant shall deliver to City any findings, reports,
documents, information, data, in any form, including but not limited to, computer tapes,
discs, files audio tapes or any other Project related items as requested by City or its
authorized representative, at no additional cost to the City.
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6.11 Public Records Act Disclosure. Consultant has been advised and is aware
that all reports, documents, information and data including, but not limited to, computer
tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, and
provided to City may be subject to public disclosure as required by the California Public
Records Act (California Government Code Section 6250 et. seq.). Exceptions to public
disclosure may be those documents or information that qualify as trade secrets, as that
term is defined in the California Government Code Section 6254.7, and of which
Consultant informs City of such trade secret. The City will endeavor to maintain as
confidential all information obtained by it that is designated as a trade secret. The City
shall not, in any way, be liable or responsible for the disclosure of any trade secret
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including, without limitation, those records so marked if disclosure is deemed to be
required by law or by order of the Court.
6.12. Responsibility for Errors. Consultaot shall be responsible for its work and
results under this Agreement. Consultaot, when requested, shall furnish clarification
aod/or explaoation as may be required by the City's representatiye, regarding aoy
services rendered under this Agreement at no additional cost to City. In the event that an
error or omission attributable to Consultaot occurs, then Consultant shall, at no cost to
City, provide all necessary design drawings, estimates aod other Consultaot professional
services necessary to rectify and correct the matter to the sole satisfaction of City and to
participate in any meeting required with regard to the correction.
6.13. Prohibited Emplovrnent. Consultaot will not employ any regular
employee of City while this Agreement is in effect.
6.14. Order of Precedence. In the event of ao inconsistency or conflict in this
Agreement aod aoy of the attached Exhibits or Attachments, the terms set forth in this
Agreement shall prevail.
6.15. Costs. Each party shall bear its own costs aod fees incurred in the
preparation and negotiation of this Agreement and in the performaoce of its obligations
hereunder except as expressly provided herein.
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6.16. No Third Party Beneficiary Rights. This Agreement is entered into for the
sole benefit of City aod Consultant aod no other parties are intended to be direct or
incidental beneficiaries of this Agreement aod no third party shall have aoy right in,
under or to this Agreement.
6.17. Headings. Paragraphs aod subparagraph headings contained in this
Agreement are included solely for convenience aod are not intended to modify, explain or
to be a full or accurate description of the content thereof aod shall not in aoy way affect
the meaoing or interpretation of this Agreement.
6.18. Construction. The parties have participated jointly in the negotiation aod
drafting of this Agreement.. In the event ao ambiguity or question of intent or
interpretation arises with respect to this Agreement, this Agreement shall be construed as
if drafted jointly by the parties aod in accordance with its fair meaoing. There shall be no
presumption or burden of proof favoring or disfavoring aoy party by virtue of the
authorship of any of the provisions of this Agreement.
6.19 Amendments. Only a writing executed by the parties hereto or their
respective successors aod assigns may amend this Agreement.
6.20. Waiver. The delay or failure of either party at aoy time to require
performaoce or compliaoce by the other of aoy of its obligations or agreements shall in
e no way be deemed a waiver of those rights to require such performaoce or compliaoce.
\C;~:-kll.\DS\Yilbli( \,\-'();k~-\Rl:C;\t~\~lX)o 1\1]\ 12U4.U6\ Agl'c';m(~nl:'i it)\, C\"'\l"(~('.hnkJ.J 1I.lVPstLg;lti()n~ and Con,<;tnlcuon
i'vl<lleri,~'1 Tl'sllng12-tH-Ob\Ninvo & t>"lpon'\Niny~) & l\h1ure Swndard i\~:Teenh'nt(,~'ult:chnlG.ll h\V~,~tig'lli()llb and (:1\1
. "I.\'.shng J.2-lH.(I6.d\K
8
EXHIBIT A
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No waiver of any provision of this Agreement shall be effective unless in writing and
signed by a duly authorized representative of the party against whom enforcement of a
waiver is sought. The waiver of any right or remedy in respect to any occurrence or
event shall not be deemed a waiver of any right or remedy in respect to any other
occurrence or event, nor shall any waiver constitute a continuing waiver.
6.21. Severability. If any provision of this Agreement is determined by a court
of competent jurisdiction to be unenforceable in any circumstance, such determination
shall not affect the validity or enforceability of the remaining terms and provisions hereof
or of the offending provision in any other circumstance.
6.22. Counteroarts. This Agreement may be executed in one or more
counterparts, each of which shall be deemed an original. All counterparts shall be
construed together and shall constitute one agreement.
6.23. Coroorate Authority. The persons executing this Agreement on behalf of
the parties hereto warrant that they are duly authorized to execute this Agreement on
behalf of said parties and that by doing so, the parties hereto are formally bound to the
provisions of this Agreement.
III
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\ \c,\stor\DS\...,Publk Worb\RR:A'~\2006 AlI\12-04-.06\Agt'fl(!ments fo1' Ceol~~~hnkaI.ILlVestigati()ns andCoDstnKtion
Materi;;ll T('sting 12"(H-()6\Ninyo & Moore\. NinYt1 & 'tv1<101'e 5tiJndard Agn.'cnll'nt (;('()technic..lt hl'\'('stigatio!ls and eM
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9
EXHIBIT A
.
AGREEMENT FOR GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by and through their respective authorized officers, as of the date first above
written.
CITY OF SAN BERNARDINO,
A Municipal Corporation,
NINYO & MOORE
Consultant
Patrick J. Morris, Mayor
By
Signature
Name and Title
Approved as to form:
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James F. Penman,
City Attorney
By L --:r. f~
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\. \c(\stt\r\DS\_,.F'ubli...~ W(Jf.ks\ RFC.:A1s\2006 AU\12-04-06\Awemnents for C...'>(llt~'hnkaJ.ltwestigali()ns and Constntcti(ln
!vl<llerii:d T....~lling -12-0:.l-0h\Ninyo & l\1('X)I\~\Ni1lY~1 & '~hlore Standard A~:T('t'nwntG...'()technK..,l fIWt'sligatiOllb> iilnu eM
Tt'sling 12-ll4,-06.d(x:
10
ATTACHMENT 1, EXlllBIT A
~~dllnl f!B;;(:~ ZlIMJIII.IO&Mo\lf'e\-~~-:'~~~~\~
. ,- "iI ~ g , ~ ~M<~.-vY<.~___.~-_
GeorechnK<:'/ 031:(1 Envlronmef"1t<l1 Suences Consultants
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PROPOSAL TO PROVIDE
PROFESSIONAL GEOTECHNICAL
INVESTIGATION AND CONSTRUCTION
MATERIALS TESTING SERVICES
SERVICES FOR THE CITY OF SAN BERNARDINO
PREPARED FOR:
City of San Bernardino
300 North "0" Street, 3'" Floor
San Bernardino, California 92418
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PREPARED BY:
Ninyo & Moore
Geotechnical and Environmental Sciences Consultants
1701 South Grove Avenue, Suite J
Ontario, California 91761
September 25, 2006
Proposal No. P-13059
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1701 South Grove Avenue . Suite J . Ontario. Califorma 9/761 . Phone (909) 947-/588 ' Fax (909) 947-0388
Ontario . Irvine . San Diego . Los Angeles ~ Oakland .. Las Vegas .. Salr Lake Ciry . Phoenix
A TT ACHMENT 1, EXlDBIT A
PROPOSER'S CERTIFICATION AND ACKNOWLEDGMENT OF ADDENDA FOR
GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING
It SERVICES
The undersigned hereby certifies that I am an officer of the firm submitting the attached
proposal and that I am authorized to submit said proposal on behalf of my firm. I hereby
bind my firm to this proposal and state the following (if submitting a proposal):
This offer shall remain valid for 90 days from the RFP close date; and
All terms and conditions as set forth in this RFP shall apply to this offer; and
In signing this offer, I warrant that all certifications and documents requested herein are
attached and properly completed and signed: and
I certify that I have received all addenda as indicated below and have incorporated the
addenda in the attached proposal.
Verification of Addenda Received
Addendum No: NONE
Addendum No: NONF.
Addendum No: NONE
Received on:
Received on:
Received on:
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Proposal Attached: Yes x No . If No, Please sign, date, provide company
information and explain reason for not submitting in remarks ~ .
Authorized Signature: -9~
Print Signer's Name and Tille:
Jalal Vakili, Principal Engineer
Date Signed:
09/25/06
Company Name & Address:
Ninyo & M::x:>re
1701 S. Grove Avenue, SUite J
Ontario, California 91761
Phone: (909) 947-1588
Fax: (909) 947-0388
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Remarks:
Page 2 of 14
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~ ,'~,-r<"""''''>, - ~,...."","~L""'___ <.<'''''''', Geotechnical and Envlronmemal SCiences Consult<mrs
ATTACHMENT 1, EXHIBIT A
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Mr, Michael Grubbs, P. E.
Principal Engineer
City of San Bernardino
300 North "0" Street, 3rd Floor
San Bernardino, California 92418
September 25, 2006
Proposal No, P-13059
Subject:
Proposal for Professional Geotechnical Investigations and
Construction Material Testing Services
City of San Bernardino, California
Dear Mr. Grubbs:
Ninyo & Moore is pleased to submit this proposal to provide professional geotechnical
investigations and construction material testing services to the City of San Bernardino (City). This
proposal is being submitted in response to the City's Request for Proposal (RFP) To Provide
Professional Geotechnical Investigations and Construction Material Testing Services for the City
of San Bernardino, dated August 24,2006. We fully understand the City's needs and desires for
a qualified consultant that can respond quickly and effectively. We are ready to meet the City's
requirements by making available dedicated professionals who have the requisite experience
and resources to meet your project needs.
e Some of the advantages Ninyo & Moore can provide to the Agency include:
. A proven track record for successfully providing professional geotechnical investigations and
construction material testing services to cities, ~ounties, and other public agencies, including
the cities of Rancho Cucamonga, Fontana, Rialto, Riverside, Moreno Valley, Los Angeles,
Irvine, the Department of Public Works at the counties of San Bernardino and Los Angeles;
San Bernardino Associated Governments (SAN BAG), the Riverside County Transportation
Commission (ReTC), Orange County Transportation Authority (OCTA); Chino Basin
Desalter Authority, Orange County Sanitation District (OCSD), John Wayne Airport, as well
as Caltrans, California State Parks, and many other agencies and municipalities. Ninyo &
Moore is experienced with the coordination and administration of on-call contracts and can
effectively provide responsive and comprehensive services to the City of San Bernardino.
. As one of the largest geotechnical consulting firms in southern California, Ninyo & Moore is
celebrating our 20th Anniversary in 2006 and currently employs over 300 professionals,
including California-registered Civil Engineers, Geotechnical Engineers, Registered
Geologists, and Certified Engineering Geologists, as well as certified inspectors and
technicians. Ninyo & Moore provides geotechnical, environmental, geologic, and materials
testing services in-house, reducing coordination and delivery time of our services to our
clients.
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. Many of our staff are cross-disciplined, including many of our technicians and inspectors,
which provides flexibility in the field of our personnel. Our field and laboratory technicians
and inspectors hold current certifications from ICC, NICET, ACI, AWS, and Caltrans.
1701 South Grove Avenue . Suite J . Ontario, California 91761 . Phone /909} 947-1588 . Fax (909) 947-0388
__._.__._..._......__._ ",' ..____n__.._ ___._._._._....._._.______.______.__.________._____._______....______<
Onrarjo ~ Irvine ~ San Diego " Los Angeles .. Oakland . Las Vegas . Sale Lake City . Phoenix
A TT ACHMENT 1, EXHmIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No P-13059
e
. In addition to our experienced diversified staff, we maintain three fully-equipped, in-house
soils and materials testing laboratories in southern California, located in Ontario, Irvine, and
San Diego. Our laboratories are accredited by the American Association of State Highway
and Transportation Officials (MSHTO), Cement and Concrete Reference Laboratory
(CCRL), Caltrans, the Division of the State Architect (DSA), the City of Los Angeles, and
rnimy other public agencies.
. Ninyo & Moore will service this contract from our local San Bernardino County office and
laboratory located at 1701 South Grove Avenue, Suite J, Ontario, California.
. Ninyo & Moore is a Minority Business Enterprise bringing 100 percent MBE participation to
this contract.
Dr. Jalal Vakili is the Principal Engineer for Ninyo & Moore's Ontario office and is authorized to
negotiate with the City of San Bernardino on behalf of Ninyo & Moore. Dr. Vakili's e-mail
address is ialal.vakili@ninvoandmoore.com, telephone number is (909) 947-1588, and the fax
number is (909) 947-0388.
We are fully prepared to make every possible commitment needed for the successful and timely
completion of any project assigned to us. Your favorable consideration of this proposal is
appreciated, and we look forward to being of service to the City of San Bernardino.
Sincerely,
NINYO & MOORE
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Jalal Vakili, Ph.D., P.E.
Principal Engineer
KSY/JV/cl
Distribution: (4) Addressee
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25, 2006
City of San Bernardino Proposal No. P-13059
tit PROJECT UNDERSTANDING
Ninyo & Moore Geotechnical and Environmental Sciences Consultants is pleased to submit this
proposal to provide professional geotechnical investigations and construction material testing
services for the City of San Bernardino. We understand that our services will be provided on an
on-call basis and will be subject to the Prevailing Wage requirements and will extend from
approximately December 1, 2006 through June 20, 2007, with an optional one-year extension,
from July 1, 2007 through June 30, 2008. We are committed to being responsive, thorough,
and technically sound in order to provide high quality services to the City of San Bernardino
efficiently and comprehensively.
We have prepared this proposal based on the information contained in the City's Request for
Proposal (RFP) To Provide Professional Geotechnical Investigations and Construction Material
Testing Services for the City of San Bernardino, dated August 24, 2006. The coordination of our
soils and materials testing services will be provided from our Ontario office, located at 1701
South Grove Avenue, Suite J, Ontario, California 91761. The telephone number for our
Ontario office is (909) 947-0388, and the fax number is (909) 947-0388.
tit
Based on our understanding of the RFP, we understand that our services may include taking
preliminary soil samples utilizing 15 foot-deep soil borings to determine the on-site soil
characteristics, performing grading observations, taking soil compaction tests to evaluate
relative compaction, collecting Portland cement concrete cylinders for laboratory compressive
strength testing, and collection of asphalt concrete samples for laboratory conformance testing.
We understand that the majority of the work that is anticipated to be requested will confined to
routine soil compaction and concrete/asphalt testing.
Ninyo & Moore has been providing similar services to many other public agencies and has the
in-house capabilities to prOVide the requested geotechnical and materials testing services. Our
geotechnical sampling, including logging our borings and laboratory classification testing will be
performed under the direct supervision of California licensed Geotechnical Engineers and/or
Certified Engineering Geologists. Our field and laboratory materials testers are certified by
Caltrans to perform the requested soils, Portland cement and asphalt concrete sampling and
testing.
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P-13059
1
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing SelVices September 25,2006
City of San Bernardino Proposal No. P-13059
COMPANY PROFILE
The quality of Ninyo & Moore's personnel base of over 300 employees is widely recognized.
Our staff of design and construction-related professionals includes experienced and certified
registered geotechnical engineers, civil engineers, environmental engineers, engineering
geologists and certified laboratory technicians. Since 1986, Ninyo & Moore has been providing
geotechnical/geologic design services, hazardous materials evaluation and abatement, and
construction support services in the form of soils and materials testing and inspection services
for hundreds of projects throughout southern California. Our highly qualified staff is experienced
in meeting the requirements of the California Building Code, as well as meeting the
requirements of the various regulatory agencies involved with design and construction projects,
including OSHA, OSHPD, DSA, South Coast Air Quality Management District, and other
regulatory agencies. Our personnel are familiar with the standard plans and specifications
prepared by various agencies, including the American Public Works Association, Caltrans, City
of San Bernardino, and other agencies.
In addition, Ninyo & Moore has three fully equipped, certified soils and materials testing
laboratory facilities in southern California supervised by registered engineers. Our laboratories
are certified by the American Association of State Highway and Transportation Officials
(AASHTO), the Cement and Concrete Reference Laboratory (CCRL), California Department of
Transportation (Caltrans), California Division of the State Architect (DSA), the City of Los
Angeles, and many other agencies, and meet the requirements of ASTM E329, "Specifications
for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction." Our
laboratories are equipped with the necessary testing equipment required for the proposed
contract. The quality assurance manual for our laboratories assures that laboratory testing is
documented and efficiently performed in accordance with the applicable testing standards. Our
testing equipment is calibrated by independent, third-party calibration companies and is re-
certified by the various agencies within their required time limitations. In addition to our many
certifications, our laboratories participate in soil, asphalt, and concrete proficiency sampling
programs, including those administered by the AASHTO Materials Reference Laboratory
(AMRL), the Cement and Concrete Reference Laboratory (CCRL), and the Caltrans Reference
Sample Program (RSP).
111.6. a C 0 6
P-13059
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ATTACHMENT I, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
SCOPE OF SERVICES
We understand that our scope of services will include the items listed in the City of San
Bernardino's Price Form, which we have filled out and included in a separate sealed envelope.
Ninyo & Moore has the in-house capabilities and resources to provide the complete scope of
services requested in this RFP will not need to use sub-consultants for this contract. This will
benefit the City of San Bernardino by having one company to perform the necessary services.
In the event that the City would need additional geotechnical or materials testing services
beyond the scope of services include in the Price Form, we have included sample scope of
services for these areas. We would tailor our scope of services to meet the City of San
Bernardino's needs on a project by project basis.
Soils and Materials Testing Services
Our scope of services for soils and materials testing may include the following:
. Project coordination and client liaison, including scheduling of personnel by our Project
Manager to provide soils and materials testing services and meeting attendance.
. Review of readily available background materials pertaining to the site, including
geotechnical reports, and project plans and specifications.
. On-site soils and materials testing during construction performed by our certified personnel,
on an as-requested basis. Our soils and materials testing services will typically include the
following:
o
Field observation, documentation and testing during the earthwork operations and
fOundation excavation operations, as applicable. Our services will include observation
of the shoring and fOundation excavations, and field density testing of compacted fill,
utility trench backfill, subgrade, and aggregate base materials.
o
Inspection, sampling and testing during batch plant operations, as required.
Field observation and density testing during asphalt concrete pavement operations.
Pavement coring of new or existing pavements to observe and evaluate pavement
thickness and materials, including sampling of subgrade materials, as requested.
. Laboratory testing to evaluate the maximum dry density and optimum moisture content of
the soils to be placed as fill or backfill; and conformance testing; R-value testing of
subgrade soils and base materials; and material quality tests On the proposed soils,
aggregate subbase, aggregate base, asphalt concrete, as may be required.
o
o
. Pavement deflection testing and analyses as requested.
. Preparation of daily reports and other memoranda to summarize the field operations and
test results.
P.13059
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3
ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25. 2006
City of San Bernardino Proposal No. P-13059
.
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. Preparation of letter-reports summarizing the results of our field and laboratory tests, and
submittal of these reports to the City's Project Manager and others, as requested.
Geotechnical Services
Our scope of services for a geotechnical design project may include the following:
. Project coordination, including meeting with the representatives of the City and their design
team to discuss our scope of work.
. Review of preliminary project plans, geologic and seismic hazard maps, and readily avail-
able geotechnical reports to evaluate possible geologic hazards that may impact the
proposed construction.
. Acquisition of permits necessary to proceed with our subsurface evaluation.
. Geotechnical site reconnaissance to document the site conditions and to select and mark
the proposed excavation locations for underground utility location.
. Drilling, sampling, and logging of small-diameter and/or large-diameter exploratory borings
and/or excavation of exploratory test pits. The depths of the excavations will depend on the
details of the proposed project and site location. Traffic control will be performed, as ap-
propriate, in general accordance with the W.A.T.C.H. manual.
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. Laboratory testing of representative soil samples to evaluate the soil characteristics. Labo-
ratory testing may include in-situ moisture and dry density, gradation, maximum density and
optimum moisture content, consolidation and expansion potential, expansion index, con-
solidation, shear strength, corrosivity and sulfate content, and R-value testing.
o Data compilation and geotechnical analysis of field and laboratory data. Our analyses
will address the following:
o Suitability of the site for the proposed construction from a geotechnical perspective.
o Description of the site geology and on-site soils anticipated during construction, includ-
ing an evaluation of geologic hazards that might be present at the site.
o Excavation and compaction requirements, including suitability of the on-site soils for
use as fill and/or trench backfill.
o Analysis of the temporary stability of the trench excavations and shoring pressures, in-
cluding allowable lateral earth pressures and allowable passive pressures for proposed
trenches, as appropriate.
o Evaluation of the depth to the groundwater table and potential areas of dewatering, as
appropriate.
o Evaluation of potential settlement.
e 0 Evaluation of the potential for liquefaction.
1".6. J Cl 0 6
P.13059
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ATIACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No P-13059
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o Evaluation of the corrosion potential of the on-site soils.
o Evaluation of pavement design for the proposed roadway sections, as applicable.
. Preparation of a written report presenting the results of our field exploration, laboratory
testing, and engineering analyses, as well as our conclusions and recommendations rela-
tive to the geotechnical aspects of project design and construction.
. Upon substantial completion of the project plans and specifications, Ninyo & Moore will per-
form a geotechnical and geologic plan review to evaluate whether the conclusions and
recommendations presented in our report were correctly interpreted and incorporated into
the project plans and specifications.
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Construction Inspection and Environmental Services
We understand that construction inspection services, including reinforced concrete, pre-
stressed concrete, structural steel, welding, masonry, and roofing are not a part of this RFP;
however, Ninyo & Moore has in-house inspectors that our certified by the ICC, AWS, DSA, that
can provide construction inspection if required. In addition, our in-house environmental services
include hazardous materials evaluation and abatemenUremediation and we have been able to
quickly respond and remediate unanticipated soil/groundwater contamination as well as
unanticipated lead painUasbestos abatement on many past projects, with very little if any delay
to the construction schedule. We mention these additional services due to the benefit they
have provided to many of our materials testing and geotechnical engineering clients when
unexpected emergency situations arose and we were able to quickly respond and resolve the
issues for them.
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Scheduling
Ninyo & Moore is committed to providing prompt, efficient, and high quality materials testing
and geotechnical engineering services throughout the contract duration. As one of the largest
geotechnical and environmental firms in southern California, Ninyo & Moore has the personnel
and resources available to complete the requested services in accordance with the construction
schedules. Our vast pool of experienced and certified technicians and inspectors has allowed
us to accommodate continuous 24-hour construction schedules as well as weekend work when
reqUired. Our personnel are equipped with combination digital two-way radios/telephones with
paging and voice mail so that our field and laboratory personnel are in constant communication
with our project manager, as well as the client, in order to effectively accommodate last minute
scheduling changes. In addition, we have provided technicians and inspectors on-site within as
P.13059
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
little as 30 minute notification on past projects for other agencies. We understand that the City
of San Bernardino requires response time of 30 minutes or less to accommodate last minute
changes in the construction schedule. Our current workload allows us to provide the required
personnel throughout the duration of the proposed contract for the City of San Bernardino.
Quality Assurance/Quality Control Programs
Ninyo & Moore has both geotechnical and materials testing quality assurance/quality control
programs which facilitate compliance with project performance standards, schedules and
budgets. These comprehensive quality assurance plans utilize management approach
procedural manuals that delineate the interrelationship between management and design team
components and describe specific quality control procedures to be used. The programs
a9dress data generation, management, and quality assessment guidelines for sampling and
analysis procedures, as well as methods of corrective action. The quality assurance program
manuals are available for review upon request.
OFFICE LOCATION
Ninyo & Moore will manage this contract from our San Bernardino County office and laboratory,
located at 1701 S. Grove Avenue, Suite J, Ontario, California, 91761. This facility, which we
have maintained since 1997 is only minutes away from the City of San Bernardino. Our field
personnel will be based out of this office and we will perform the required laboratory testing in
our Ontario laboratory. In the unlikely event that additional personnel or laboratory capabilities
are required for this contract, Ninyo & Moore will supplement our Ontario personnel and
equipment with the resources from our Irvine office and laboratory, located approximately 45
minutes from our Ontario office. We also have our corporate headquarters office and laboratory
in San Diego that can also support this contract, if necessary.
PROPOSED PROJECT PERSONNEL
Our proposed project manager, who will be the single point of contact for the contract and
responsible for the delivery of our services in accordance with the contract documents, is Mr.
Kurt Yoshii. Mr. Yoshii graduated from the University of California at Berkeley with a degree in
Civil Engineering and is a licensed Civil and Geotechnical Engineer in the State of California.
He has over 15 years of experience in geotechnical engineering and materials testing services.
e As Project Manager, he has provided project oversight for numerous geotechnical, soils and
19..-2006
P-1J059
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services
City of San Bernardino
September 25, 2006
Proposal No. P-13059
e managed Ninyo & Moore's on-call materials testing contract with Caltrans District 8, and past
contracts With the San Bernardino Associated Governments (SANBAG).
Mr. Yoshii will be supported by our large staff of available materials testers and licensed
geotechnical engineers, certified engineering geologists, and registered geologists. The
Principal-in-Charge of this contract will be Dr. Jalal Vakili. Dr. Vakili received his Ph.D. in .
geotechnical engineering from the University of Paris, France and is a registered Civil
Engineering in California with over 37 years of experience in soils and materials testing projects
throughout the United States, with the last 20 years, in southern California. We have also
selected Dr. Daniel Chu as the geotechnical technical advisor for his contract. Dr. Chu received
his Ph.D. in Geotechnical Engineering from the University of California at Los Angeles and is a
licensed Civil and Geotechnical Engineer with over 25 years of experience in providing
geotechnical analyses for public works and private development projects in southern California.
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The proposed project team personnel are highly qualified and experienced in their specific
disciplines, and possess working knowledge of the required documents and standards. The
following organization chart outlines the lines of communication that we will utilize for this
contract.
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P-13059
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ATTACHMENT I, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
i
,
City of San Bernardino
,
..,.,.." _.,."'.~' .... .~, T" "."~ "" .,~,-"<"""",~,'.,, j
Principal-in.Charge Project Manager Technical Advisor
JalalVakili, Ph.D., PE L'- Kurt S. Yoshii, P.E., G.E. '- Danis Chu, P.E., G.E.
..... --~. ,_.. ... .. - ~"...~.." '" -~''''',',''''...-_..'' ..
I 1
Pro ject Engineer Field Operations Manager
Garreth M. Saiki, P. E., G.E. R. Mark Reeser
T'" ..~- "T
Field and laboratory Technicians
Engineering Staff Alfred "Tino" Rodriguez Danny Chacon
Lawrence T. JansEJ1, PG, CEG Glenn Miller Phil Nekoranec
Jim Barton, PG, CEG Woody Maphis Jeremy Allenby
Scott Johnson, PG, CEG Andy Rodriguez Eugene Frazier
Greg Corson, PG, CEG Jared Recla Kenneth Hicks
San Guha, Ph.D., PE, GE Vance Hunter Kevin Taylor
Michael Pearce, PE Joe Levario Timothy Clair
Aru Chakravarty, PE Cory Furlow Nkholas Jaspar
Victoria MacKinnon, EIT Carrie Bates Matt Ardaga
Norman Lopez
The following table summarizes Ninyo & Moore's project team's qualifications and certified
inspectors and technicians, The resumes of our key project personnel are provided in Appendix
A. Our proposed project team along with their titles and certifications are listed below:
NAME TITLE YEARS CERTIFICATION
Engineers/Geologists
Jalal Vakili, Ph.D. Principal-in- 37 California Registered Civil Engineer ~ ...
Charge
Kurt S. Yoshii Project 15 California Registered Geotechnical Engineer
Manager California Registered Civil Engineer
Garreth Saiki Project 18 California Registered Geotechnical Engineer
Engineer California Registered Civil Engineer
Daniel Chu, Ph.D. Technical 25 California Registered Geotechnical Engineer
Advisor California Registered Civil Engineer
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
Key Inspector/Senior Field Technicians
Alfred "Tino" Rodriquez Senior Field 21 ACI Concrete Field Technician Certification
Technician/ Caltrans TL-0111
Inspector Certified Inspector, Co. of Los Angeles
Co. of Los Angeles, Special Inspector #01260
ICC Reinforced Concrete Inspector #1 044572-88
City of Irvine Registered Special Inspector for As-
phalVConcrete/Pavemenl
City of Irvine Registered Special Inspector for Struc-
tural Concrete #1267
NICET Engineering Technician Certification
Nuclear Gauge Operator Certification
OSHA 40-Hour Hazardous Materials Certification
Glenn Miller Senior Field 18 ACI Concrete Field Technician
Technician/ Registered Asphalllnspector/City of Irvine
Inspector Registered Pile Driving Inspector/City of Irvine
Troxler Nuclear Density Gauge Operator
Callrans TL-0111 Certification
City of Irvine Registered Specia/lnspector for
AsphalVConcrete/Pavement
City of Irvine Regislered Special Inspector for
Structural Concrete
Co. of Los Angeles/Speciallnspeclor #01262
ICCI SpeciallnspectorlStructural Steel and Welding
#1033469-85
ICC/Speciallnspectorl Reinforced Concrete
#1033469-88
ICCI SpeciallnspectorlStructural Masonry Inspector
#1033469-84
40-Hour Hazardous Materials Certification
Robert "Woody" Maphis Senior Field 10 ACI Concrete Field Technician Certification
Technicianl DSA Certified Inspector #3272
Inspector ICC Reinforced Concrete Special Inspector #1074992-
88
ICC Structural Masonry Special Inspector #1 074992-84
ICC Structural Steel and Welding Certification
#1074992-85
ICC Prestressed Concrete Special Inspector #1074992-
89
Troxler Electronics Nuclear Gauge Certification
RELEVANT PROJECT EXPERIENCE
The following detailed descriptions are some of Ninyo & Moore's related projects, successfully
completed by our staff for cities and municipalities, redevelopment agencies, and state and
federal agencies, that demonstrate our competence to perform work similar in scope and
magnitude to that required for these projects.
P-13059
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A TT ACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
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As-Needed Testing Services, San Bernardino County, California
Client: County of San Bernardino, Department of Public Works - Transportation
825 East 3rd Street, San Bernardino, California 92415-0835
Ninyo & Moore was retained to provide as-needed road materials testing services for the
County of San Bernardino. Services include on-call support of a variety of transportation
construction projects throughout the County of San Bernardino. Our services include roadway
rehabilitation/improvement projects that will utilize Caltrans test methods for soils and asphalt
materials. Prior to the rehabilitation of existing roadways, the County requires evaluation of the
existing pavement structural sections and underlying subgrade soils. Our services include
sampling and testing the exiting pavement structural section for material types and thickness as
well as evaluate the characteristics of the underlying subgrade soils by sampling and
performing appropriate laboratory tests. The data collected is analyzed, along with projected
traffic indices for the roadways, in order to develop an appropriate, cost-effective pavement
rehabilitation plan. During construction, our services include field and laboratory testing of
subgrade, base materials, asphalt concrete, and portland cement concrete materials. Upon
completion of the field sampling and/or laboratory conformance testing, written reports of the
test results are submitted to the County, generally within 24 hours of the completion of the
testing. Laboratory test results are faxed and original copies sent via mail to the County
representatives. The County representatives will be immediately notified, both verbally and in
writing, of construction operation and/or materials that do not meet the requirements of project
plans and specifications, and will include corrective actions to be taken, as applicable.
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City of Fontana, On-Call Geotechnical Consulting, Testing & Inspection Services,
Fontana, California
Client: City of Fontana, Community Development Department
8353 Sierra Avenue, Fontana, California 92335
Contact: Mr. Yousuf Patanwala, (909) 350-6645
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Ninyo & Moore has provided continuous on-call geotechnical testing services for the City of
Fontana, Community Development Department since 1995. During this period, Ninyo & Moore
has provided geotechnical design services, geologic evaluations, third party review, and soils
and materials testing and inspection services for nearly 30 projects for various departments at
the City, including Public Works, Building and Safety and Community Development. Our
services have included geotechnical design, geotechnical observation and testing and materials
testing and inspection services, including reinforced concrete, masonry, and welding inspection
services. Geologic mapping and third party technical review for fault evaluations was
performed for. the City as well as third party geologic and geotechnical review of grading plans
for proposed residential development that included blasting and disposal of oversize rock
materials. During construction of public works projects, we provided soils and materials testing
services to evaluate the construction materials conformance to the project specifications. Our
services including field density testing of storm drain and sewer main trench backfill, subgrade
preparation for sidewalks, curbs, gutters, and roadways, and materials testing and laboratory
conformance testing of import soils, base materials, portland cement concrete and asphalt
concrete materials. Our services consisted of performing laboratory maximum dry density and
optimum moisture content tests and performing in-place field density tests of backfill and
subgrade materials in accordance with project specifications. We have also performed post-
construction evaluations and materials testing including coring of asphalt concrete pavement to
evaluate thickness, density and material type, as well as in-place field density testing of trench
P-13059
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
backfill and roadway subgrade utilizing sand cone test methods as well as third party review of
compaction grouting operations. Upon completion of a project, we submitted a written report to
the City of Fontana, as requested, which summarized the results of our geotechnical, materials
testing, and third party review services.
On-Call Materials Testing Services, Riverside County Transportation Commission
Riverside County, California
Client: Riverside County Transportation Commission
4080 Lemon Street, Third Floor, Riverside, California 92501
Contact: Mr. Karl Sauer; (909) 787-7141
Ninyo & Moore was retained to provide on-call geotechnical, environmental, and materials
testing and inspection services to support various design and construction projects throughout
Riverside County. Since 1997, Ninyo & Moore has provided Riverside County Transportation
Commission (RCTC) responsive and efficient services on a variety of transportation projects,
including geotechnical design services for construction of new Metrolink railroad stations, bridge
foundations, highway interchange improvements, parking lot and roadway paving. Ninyo &
Moore has provided soils and materials testing and inspection services during various
construction projects, including new a Metrolink Station (North Main Corona), new Metrolink
platforms and pedestrian overcrossing bridge structures (Downtown Riverside, La Sierra and
West Corona Stations), parking lot expansions and facilities (Downtown Riverside, La Sierra,
Pigeon Pass Park-N-Ride), five sound wall construction projects along the SR-91 freeway, and
re-alignment of the SR-74 highway near La~e Elsinore. Our soils and materials testing services
included field and laboratory testing services in order to check that the materials used for the
projects were in conformance with the appropriate specifications, including the Standard
Specifications for Public Works Construction, the Uniform Building Code, and the Caltrans
Standard Specifications. Services included review of the Special Provisions and other
specifications for the project, attendance at pre-construction meetings, scheduling of field
activities and coordination with the RCTC Contract Manager, ResidenUProject Engineer, and
Field Inspectors. Our geotechnical observation and testing services included observation and
field recommendations during site grading, including overexcavation evaluations and
inspections, inspection of foundation excavations, including footing foundations and the drilling
of cast-in-drilled-hole piles, testing of compacted fill placement for subgrade, retaining wall and
trench backfill, subgrade stabilization, as well as building pad and pavement subgrade
preparation, soil laboratory testing including maximum density, R-value, sand equivalency, and
gradation tests; performance of field sampling and in-place density testing during asphalt
pavement construction; performance of asphalt production plant inspection and sampling to
evaluate conformance with project specifications; performance of laboratory testing of raw
aggregate and completed mix samples including sieve analysis, sand equivalent, percent
asphalt, and maximum density; and performance of specialized tests, such as film stripping,
CKE, and swell, as requested by the ResidenUProject Engineer. In addition, Ninyo & Moore's
services included field sampling and testing of concrete structures and paving during
construction, including sampling of concrete, and evaluation of the temperature, penetration, air
content, and unit weight. Concrete cylinders were cast during structure pours and transported
to our laboratory for compressive strength testing. Concrete batch plant inspection and
sampling were performed to obtain raw aggregate samples for acceptance testing and to
evaluate the batch plant operation for conformance with project specifications. Laboratory
testing of concrete aggregate samples included sieve analysis, sand equivalent, and cleanness
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25, 2006
City of San Bernardino Proposal No. P-13059
value, as well as specialized tests such as L.A. ralller, percent crushed particles, etc., as
requested by the Resident/Project Engineer. Ninyo & Moore has also provided special deputy
inspection of field welding, performed non-destructive ultra-sonic testing for fabrication shop
and field welding, full-time structural masonry inspection, reinforced concrete inspection,
structural steel and high strength bolts inspection and roofing inspection in support of the
various RCTC construction projects.
On-Call Geotechnical/Materials Testing and Construction Inspection Services for Capital
Improvement Program, John Wayne Airport
Client: John Wayne Airport
3160 Airway Avenue, Costa Mesa, CA 92626
Contact: Mr. William D. Mohler: (949) 252-6013
Ninyo & Moore was retained by the County of Orange to provide on-call, as-needed geotechni-
cal engineering and materials testing and inspection services for John Wayne Airport's (JWA)
Capital Improvement Program project. Under this contract, specific task orders are issued by
JWA for Ninyo & Moore's services which may include geotechnical design services, including
subsurface evaluations, laboratory testing, and geotechnical report preparation; geophysical
surveys, including identification and location of existing underground utilities; construction mate-
rials testing, including conformance testing of soils, aggregates, Portland cement concrete,
asphalt concrete, structural steel, bolts, anchors, and fabricated materials; special deputy in-
spection services, including inspection of reinforced concrete, masonry, structural steel,
welding, and ultrasonic testing; and pavement evaluations of the existing Portland cement and
asphalt concrete pavements at the airport as part of JWA is on-going pavement management
program. As part of our contract, our personnel and vehicles were required to obtain airport se-
curity clearance and badging in order for us to perform work in airfield and secured areas of the
airport terminal. Ninyo & Moore's original contract was extended for one year with two one year
extensions.
Caltrans District 8, On-Call Materials Sampling and Testing,
San Bernardino and Riverside Counties, California
Client: Caltrans District 8
464 West Fourth Street, San Bernardino, California 92401
Contact: Mr. Robert 50; (909) 383-4513
Ninyo & Moore was awarded the Caltrans District 8, On-Call Material Sampling and Testing
Contract to provide materials sampling, testing and inspection services during the construction
of various Caltrans construction projects. Three Task Orders were issued for this contract,
which included providing six full-time materials testers in support of approximately 23 miles of
highway pavement replacement along Interstate 40 near Ludlow, California and providing two
full-time materials testers in support of ten bridge widening projects along Interstate 15, near
Mountain Pass, California, as well as providing two full-time materials testers in support of
various construction projects located throughout San Bernard.ino and Riverside Counties. Our
construction services included earthwork observation and testing; asphalt concrete and portland
cement concrete batch plant inspection, compaction testing; laboratory and field testing of soils,
aggregate and base materials. Our services were performed in accordance with California test
methods for field and laboratory testing at frequencies established by Caltrans. Our personnel
worked under the direction of the Caltrans personnel at Caltrans district and field offices and
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ATTACHMENT 1, EXHmIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
laboratories located in Barstow, Mountain Pass, and San Bernardino, California. For the
Ludlow project, our personnel performed on-site batch plant inspection and laboratory
conformance testing at a mobile laboratory established at the contractors on-site batch plant on
Interstate 40. Our materials testers maintained current Caltrans certifications for batch plant
inspections, laboratory testing of soils, asphalt and concrete materials, as well as field sampling
and testing of soils, asphalt, and fresh concrete materials.
On-Call Geotechnical Consulting, Soil and Materials Testing Services, Orange County
Transportation Authority, Orange County, California
Client: Orange County Transportation Authority (OCTA)
550 South Main Street, Orange, California, CA 92863
Contact: Mr. Jim Kahn, (714) 560-5868
Ninyo & Moore was retained to provide on-call soils and materials testing services for OCTA
under our current Agreement No. C-2-0707. For the past two years, Ninyo & Moore. has
provided a variety of services, including geotechnical consulting, soils compaction testing,
special deputy inspection for reinforced concrete, structural steel and welding, and non-
destructive testing at the aCTA bus maintenance and operations facilities. At the Santa Ana
bus base, we have performed geotechnical consulting services during construction of the
ground improvement operations associated with the site grading and building foundation
construction. At the Garden Grove facility our services have included reinforced concrete and
epoxy inspection, field welding inspection and non-destructive ultrasonic testing, and soil
compaction testing during construction of the ADA Modifications to the Operations Building and
field welding inspection during the LNG venting system construction. At the Anaheim
Maintenance Facility, our services included reinforced concrete and epoxy inspection as well as
field welding inspection and non-destructive testing during facility medication construction. Our
services at the Irvine Maintenance Facility included reinforced concrete inspection and concrete
conformance testing, field welding inspection, and fire proofing inspection services.
California State Parks and Recreation On-Call Contract for Geotechnical and
Environmental Consulting Services
Client: State of California Parks & Recreation
8885 Rio San Diego Drive, Suite 220, San Diego, California 92108
Contact: Mr. John Riley; 619/220-7530
Ninyo & Moore was ranked No. 1 for two consecutive terms by the State of California Depart-
ment of Parks & Recreation to provide geotechnical services for projects in the Southern
California region. Sites will be located at various State parks, De-aches, historical parks,
snoparks, missions, museums and recreational areas. Services to be provided as part of this
contract included evaluations of coastal bluff stability, slope stability, erosion control, fault and
seismic hazards, and related geotechnical services for proposed improvements. The type of
improvements to be evaluated included new and restored dams, spillways, powerhouses, lev-
ees, pump houses, roadways, bridges, parking lots, trails, visitor centers, lodges, hotels,
campgrounds, restrooms, museums, adobe buildings, historic buildings, theaters, lifeguard
headquarters, water supply systems, treatment plants, septic systems, landscape improve-
ments, lagoons, drainages and lakes. Seismic retrofit studies were also to be performed for
rehabilitation of certain structures.
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ATTACHMENT 1, EXIllBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
On-Call Geotechnical Engineering, Soils and Materials Testing and Inspection Services,
Earthquake Recovery Project, Various Project Locations throughout Los Angeles County
Client: County of Los Angeles, Department of Public Works
900 South Fremont Avenue, Alhambra, California 91803
Contact: Mr. Zaim Khayat; (626) 300-2301
Ninyo & Moore was retained by the County of Los Angeles, Department of Public Works, to
provide as-needed geotechnical engineering and construction materials testing and inspection
services in support of Earthquake Recovery and Capital Improvement Projects. Our services
included performing geotechnical subsurface evaluations and providing geotechnical design
recommendations for new construction projects, including a new County of Los Angeles Sheriff
Station and retaining wall structures adjacent to the Los Angeles River. These design reports
included specific geotechnical recommendations pertaining to the proposed foundations,
retaining wall lateral earth pressures, and earthwork and grading recommendations. Our
services also included providing County of Los Angeles Special Deputy Inspectors for
construction field inspection of reinforced concrete, masonry, welding and structural steel, as
well as fabrication shop inspection services. Our soils and materials testing services have
included materials testing and inspection for evaluation of existing structures as well as in
support of new construction projects. For existing structures, our services included in-place
shear testing of unreinforced masonry walls in historic buildings, and concrete coring, including
pachometer testing, to evaluate epoxy penetration and concrete compressive strength. During
construction our materials testing services have included soils, base materials and asphalt
concrete field density testing, laboratory conformance testing of construction materials,
including soils, base, portland cement concrete, asphalt concrete, reinforcing steel, and
structural steel materials to evaluate the materials conformance to the project specifications.
We prepared daily reports to document our field inspection and testing services as well as
submitted our laboratory conformance test reports to the appropriate project team members.
Our services were performed under the direct supervision of California licensed Civil and
Geotechnical Engineers.
As.Needed Testingllnspection Services (Geotechnical/Environmental),
Los Angeles County, California
Client: County of Los Angeles, Department of Public Works
900 South Fremont Avenue, Alhambra, California 91803
Contact: Mr. Jim Verti, (626) 458-4989
Ninyo & Moore is the current on-call consultant to provide as-needed engineering testing and
inspection services for the County of Los Angeles. Services include on-call testing and
inspection in support of a variety of construction projects throughout the County of Los Angeles
and neighboring counties. Our scope of services included field observation and testing for soils,
concrete, and manufactured construction products; laboratory conformance testing of the
construction materials, including soils, aggregates, base, concrete, asphalt, and steel, to
evaluate the materials conformance to the project specifications. Our services also included
inspection services by our certified ICC, AWS, and ANST inspectors, registered with County of
Los Angeles as Special Deputy Inspectors, for reinforced concrete, masonry, structural steel,
welding, and non-destructive testing. Our Environmental services provided under this
agreement included: 1) asbestos and lead-based paint surveys and abatement specifications
for projects which involve disturbances of potentially hazardous building materials; and
2) contractor observation of asbestos, lead-based paint, and hazardous waste abatement
projects to document contractor conformance with contract speCifications including air
P.13059
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25.2006
City of San Bernardino Proposal No. P-13059
monitoring, post removal verification, environmental remediation projects. Projects have been
successfully completed at several public parks, ComptonlWoodley Airport, Patriotic Hall, and
Central Juvenile Hall.
On-Call Geotechnical and Environmental Services, Los Angeles County, California
Client: City of Los Angeles
650 South Spring Street, Suite 200, Los Angeles, California 90014-1915
Contact: Mr. Christopher F. Johnson; 213/ 847-8789
Ninyo & Moore has been awarded a five year, on-call contract with the City of Los Angeles,
Department of Public Works, Bureau of Engineering, Geotechnical Divi-
sion to provide geotechnical and environmental consulting services. We are providing task
order based services on various public works construction projects throughout the city. Our
scope of services includes preparing geotechnical design reports, as well as construction
support services, including geotechnical observation and testing during construction utilizing
our City of Los Angeles certified Deputy Grading Inspectors. Our environmental scope
of services includes hazardous materials evaluations for soils, groundwater, and building ma-
terials, including asbestos and lead paint.
REQUIRED STATEMENTS
As required in the RFP, Ninyo & Moore is providing the following statements:
Ninyo & Moore accepts the terms and conditions outlined in the City's Sample Agreement for
Professional Geotechnical Investigation and Construction Materials Testing Services which was
included in the RFP, dated August 24, 2006.
INSURANCE COVERAGE
To provide safeguards and to meet the requirements of our clients, we carry the following types
of insurance:
InSllrailce Type
Arnollnt
Professional Liability
$ 3 Million/claim
$ 3 Million aggregate
$ 1 Million/claim
$ 2 Million aggregate
$ 9 Million
$1 Million
$ 1 Million
U.S. Specialty Insurance Company
General Liability
National Surety Corporation
Excess Liability
Worker's Compensation
Automobile
Fireman's Fund Insurance Company
American Automobile Insurance Company
National Surety Corporation
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ATTACHMENT 1, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25,2006
City of San Bernardino Proposal No. P-13059
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e MINORITY-OWNED BUSINESS ENTERPRISE (MBE) CERTIFICATIONS
Ninyo & Moore is a Minority-Owned Business Enterprise (MBE). A list of agencies with which
Ninyo & Moore is certified as a MBE is presented below:
Agency I Certification Certification No. Expiration Date
City of Los Angeles I Minority Business Enterprise CCA-964 December 4, 2007
County of Los Angeles 50198 May 19, 2007
CPUC WMBE Clearinghouse I Minority Business Enterprise 90CS0160 June 8, 2008
FEE SCHEDULE
As requested in the RFP, we are providing the Price Form for Geotechnical Investigation and
Construction Materials Testing Services in a separate sealed envelope.
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ATTACHMENT 2, EXHIBIT A
~~.6rr71t'7~/:lII(Jn9D&~oore~'~A;t~"1lh-.,-
Geote<:hnlCilf and Environmental SCIences Consultc1nrs .
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September 25, 2006
Proposal No. P-13059
Mr. Michael Grubbs, P.E.
Principal Engineer
City of San Bernardino
300 North "D" Street. 3rd Floor
San Bernardino, California 92418
Subject: Fee Proposal for Professional Geotechnical Investigations and Construction
Materials Testing Services
City of San Bernardino
Reference: Ninyo & Moore, 2006, Proposal for Professional Geotechnical Investigations
and Construction Material Testing Services, City of San Bernardino, California,
Proposal No, P-13059, dated September 25.
Dear Mr. Grubbs:
e
Ninyo & Moore is pleased to submit this cost proposal for provide professional geotechnical
investigations and construction material testing services to the City of San Bernardino (City). In
accordance with the City of Bernardino's Request for Proposal (RFP), we are submitting our
cost proposal under separate cover. Our proposed scope of services, summary of qualifications
and project organization are provided in the above-referenced proposal dated September 25,
2006.
Our services for the scope of work described in our referenced proposal will be provided in
accordance with the City of San Bernardino's Price Form, attached to this letter. Additional
requested services that may be requested, but not included in the Price Form will be performed
in accordance with our attached Schedule of Fees and Schedule of Fees for Laboratory Testing.
Ninyo & Moore appreciates the opportunity to submit this proposal and we look forward to
working with you. If you have any questions regarding our cost proposal or require additional
information, please contact me at your convenience.
Respectfully submitted,
NINYO & MOORE
~-;;tJ~ .
Jalal Vakili, Ph.D., P.E.
Principal Engineer
KSY/JV/rad
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Attachments: Price Form, Geotechnical Investigations and Construction Materials Testing Services
Schedule of Fees
Schedule of Fees for Laboratory Testing
Distribution: (1) Addressee
'70/ South Grove Avenue . Suite J . Ontario. CalifornIa 9/76' . Phone (909) 947./588 . Fax (909) 947-0388
----.-.--._!:.:---------
Ontario . Irvine . Siln Dieqo . Los A.nQeles . Oakland . Las Veaas . Sale lake City . Phoenix
ATTACHMENT 2, EXHIBIT A
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PRICE FORM
GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MA TERrAL TESTING SERVICES
September 25, 2006
PROPOSER'S NAME: Ninyo & MJore
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Sa" IIm'IIiIl" i 1111
(To be submitted in a sealed envelope separate from proposal documents)
The undersigned Proposer, if offered, hereby certifies that it will accept an annual
purchase order effective on or about December 1, 2006 and running through
June 30, 2007 for Geotechnical Investigations and Construction Material
Testing Services for Capital Improvement Projects on an as-needed basis with no
guaranteed usage.
The undersigned Proposer understands that, if exercised by the City, an optional
one-year extension, as provided in the agreement, shall be effective on or about
July 1, 2007 and running through June 30, 2008, and that actual option year
pricing shall be negotiated with the Proposer prior to exercising of any given option
year; however, the option year extension shall not become effective until issuance
by the City of a duly authorized Purchase Order.
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Please provide detailed Firm Fixed Prices in the spaces provided below and any
other incidental or additional Prices required for completing the Technical
Specification requirements.
Proposed unit price for routine Services:
I. 1 - 4 Each Compaction Tests (including curves) Unit Price 240 Each
5 - 20 Per site visit Unit Price bU Each
20+ Unit Price 30 Each
2. 20 (Sets) Each Concrete Cylinder per Set & Unit Price 200 Each
Testing (including c(jllection tests and report)
3. 10 Each Asphalt Extraction Unit Price 95 Each
4. 40 Each Asphalt Compaction Unit Price 70 Each
5. 10 Each Soil Gradation/Screen Analysis Unit Price 100 Each
6. 50 Hours Grading Observation Unit Price 79 Hour
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Consultation Unit Price 133 Hour
8. 10 Each Soil Boring to 15' Unit Price 1,500 Each
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PRICE FORM (CONTINUED)
GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL
TESTING SERVICES
9 10
Each Pavement Bore (asphalt)
Unit Price 95 Each
Unit Price 95 Each
10. 10
Each Concrete Core
Are there any other additional or incidental prices, which will be required by your
~in order to meet the requirements of the Technical Specifications? Yes I
No (circle one). If you answered "Yes", please provide detail of said additional
r s:
This offer shall remain firm for 90 days from RFP close date.
Terms and conditions as set forth in this RFP apply to this submittal.
In signing this offer, Proposer warrants that all certifications and documents
requested herein are attached and properly completed and signed.
Authorized Signature: ~ ~.
Print Signer's Name and Title:
Jalal Vakili, Principal Engineer
Date Signed:
09/25/06
Company Name & Address:
Ninyo & ~re
1701 s. Grove Avenue, Suite J
Chtario, California 91761
Phone: 909) 947-1588
Fax:
909) 947-0388
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ATTACHMENT 2, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services September 25, 2006
City of San Bernardino Proposal No. P-13059
SCHEDULE OF FEES
HOURLY CHARGES FOR PERSONNEL
Principal Engineer/GeologisUEnvironmental Scientist .................................................. ............................... ........ $ 139
Senior Engineer/GeologisUEnvironmental Scientist..................................................... ............... .......... ............... $ 133
Senior Project Engineer/GeologisUEnvironmental SClenllsl.................................................................. ............... $ 127
Project Engineer/GeologisUEnvironmental Scientist......................................................... .............. ...................... $ 123
Senior Staff Engineer/GeologisUEnvironmental Scientisl..................................................................................... $ 109
Staff Englneer/GeologisUEnvironmental Scientist...... ........................................................................................... $ 96
GIS Analyst ....................................... ....................... .................................................................. ............................ $ 96
Field Operations Manager ..................................................................................................................................... $ 85
Supervisory Technician' ............. .................... ........... ....................................................... ........................ $ 85
Nondestructive Examination Technician. UT. MT. LP' ....................................................... ...................... $ 85
Pull Test Technician and Equipment' ........................ .................. ..................................... .............. $ 85
Senior Field/Laboratory Technician' ........................................ ...................................... . .............. .. ............ $ 71
Field/Laboratory Technician' ............................................................................................ .................. ................. $ 71
ACI Concrete Technician' ............ .... ..................................................................................................................... $ 71
Concrete/Asphalt Batch Plant Inspector............................................................................................,................... $ 71
Special Inspector. Reinforced Concrete' ............................................................................................................. $ 71
Special Inspector, Pre-stressed Concrete' .......................................................................................................... $ 71
Special Inspector, Reinforced Masonry' .............................................................................................................. $ 71
Special Inspector. Structural Steel' ....................................................................................................................... $ 71
Special Inspector. Welding. AWS' ........................................................................................................................ $ 71
Special Inspector. Fireproofing' ........ .................. ................... ............................................. ............ ................ ....... $ 71
T echnicallllustrator/CAD Operator................................................... ............ .................................. ....................... $ 69
GeotechnicaUEnvironmentaVLaboratory Assistant.............. ................. ......... .................. ............. .............. .......... $ 53
Information Specialist.................. ...................................................................................... ............................... ...... $ 52
Data Processin . Technical Editi . or Re roduction..........................................................................:................ $ 44
OTHER CHARGES
Expert Witness Testimony ............................................................................................................................ $ 300 Ihr
Concrete Coring Equipment (includes one technician)..:....,........................................................................ $ 145lhr
Special Preparation of Standard Test Specimens....................................................................................... $ 64/hr
Inclinometer Usage ...................................................................................................................................... $ 32lhr
Vapor Emission Kits...................................................................................................................................... $ 30/kit
Rebar Locator (Pachometer)........................................................................................................................ $ 10/hr
Nuclear Density Gauge Usage ..................................................................................................................... $ 9/hr
Field Vehicle Usage...................................................................................................................................... $ 8lhr
Direct Project Expenses.......................................................................................................................... Cost plus 15 %
Laboralo testin. eo h sical ui ment. and other s ecial e ui ment rovided u n re uest.
NOTES (Field Services)
For field and laboratory technicians arid special inspectors, regular hOUrly rates are charged during normal weekday
construction hours. Overtime rates at 1.5 times the regular rates will be charged for work performed outside normal con-
struction hours and all day on Saturdays. Rates at twice the regular rates will be charged for all work in excess of 12
hours in one day or on Sundays and holidays. Lead time for any requested service is 24 hours. Field Technician rates
are based on a 2-hour minimum. Special inspection rates are based on a 4-hour minimum for the first 4 hours and an a-
hour minimum for hours exceeding 4 hours. Field personnel are charged portal to portal.
'Indicates rates that are based on Prevailing Wage Determination made by the State of California. Director of Industrial
Relations on a semiannual basis. Our rates will be adjusted in conjunction with Ihe increase in the Prevailing Wage De-
termination during the life of the project. .
INVOICES
Invoices will be submitted monthly and are due upon receipt. A service charge of 1.0 percent per month may be charged
on accounts not paid within 30 days.
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ATTACHMENT 2, EXHIBIT A
Professional Geotechnical Investigations & Materials Testing Services
City of San Bernardino
September 25, 2006
Proposal No. P-13059
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SCHEDULE OF FEES FOR LABORATORY TESTING
Laboratory Test, Test Designation, and Price Per Test
Soils
Anerbefg UrnKS. 0 4318. CT 204..... ............... .........$
CaIWomia Bearing Ralio (CBR). 0 1883 ....... ....... .............$
Chloride and SuWate Conlenl. CT 417 & CT 422 .. .............. ..$
consolidation. 0 2435. CT 219.. ....... ............. ..... ..............$
Consolidation- Time Rate. 0 2435. CT 219.... ....$
Direct Shear - Undisturbed. 03080... ............ ......... ......... ... $
Direct She", - Remolded. 0 3080...... ............................ ..$
Durability Index. CT 229..... .......... ..$
Expansion index. 04829. USC ll1-L . ........... ....... .$
Expansion Potenlial (MeIt1od A). 0 4546.... ................... .....$
Expansive Pressure (Melt1od C). 0 4546.. ... ...... ......$
GeofabricTensile and Elongation Test, 04632. .... ............ ..$
Hjdraul~ COnductivit;. 0 5084... ..$
Hydrometer Analysis. 0 422, CT 203.. ..... ....... ....... .,$
Doubie Hydromelet Analysis. 0 422. CT 203.. . . ..........$
Moisture. Ash, & Organic Matteraf PeatlOrganic Soils. ..........$
Moisture Only. 0 2216. CT 226 ..... ... ............. .......... .........$
Moisture and Density, 0 2937........ ... .... ...... ........ ... $
Permeability. CH. 0 2434. CT 220... . ... .....$
pH and Resistivity. CT643........ ........ ............... .................$
Proc1orDensity 0 1557. 0 698. CT 216, &.. .. .... .... ...$
AASHTOT-180 (Rock corrections add $80)
R-value, 0 2844. CT 301...................... ... ................ .....$
Sand Equivalenl. 0 2419. CT 217 ............... ............................$
Sieve Analysis. 0422. CT 202 ........ ............... ....... ... .........$
Sieve Analysis. 200 Wash. 0 1140. CT 202 .............. ..............$
Specific Gravit;. 0 854. ............. ... ...... ...... ...............$
Triaxial Shear. C.O. 0 4767. T 297... ...... ....... ........... ..... ....$
Tnaxial Shear, C.V.. wfpore pressure, 0 4767, T 2297 per pl..$
Triaxial Shear. CU. wIo pore pressure. 0 4767, T 2297 per pI. $
Triaxial Shear. U.U.. 02850. ......... .............. ........... ........... ...$
Una>nfined Compression, 0 2166. T208.. ...... .. ..... . ......$
Wax Density. 01188............. ............. ...... ...........................$
B2!l!lmI
Buit"'p Roofing. cul-oul sampleS. 0 2829 ...............................$
Roofing Materials Analysis. 02829 ........................... ............$
RooIingTilo AbSOfllIion. (set of 5). UBC 1:;.5 ............. ............$
~TiieSlrengtl1Tesl.(selof5).UBC 15-5......... ..........$
130
400
120
250
60
225
260
140
150
130
130
150
275
175
270
100
25
35
210
125
160
Concrete
Cement Analysis Chemical and Physical, C 109 .................. ...........$ 1.500
Compression Tesls. 6x12 Cylinder. C 39.. ...........$ 19
Concrete MixOesign Review, Job Spec ....... ...... ...................$ 125
Concrete Mix Design. per Trial Balch. 6 cylinder. ACI.. ......... .........$ 675
Concrete Cores. Compression (excludes sampling). C 42 .......... ....$ 50
Drying Shrinkage. C 157 ...... ............ ..................... ...... . ...... ........$ 225
Fiexural Tesl. C 78.. ............ ..........$ 45
Fiexural Tesl. C 293 ......... ..................... . ....$ 50
FlexuralTesl. CT 523... ... .......................$ 55
GunitelShotcrete, Panels. 3 cut cores per panel and lest. ACI ........$ 225
Jobsne Testing Labolatory ... ..... ......... ................. Quote
Lightweighl Concrete Fill. Compression. C 495.. ........ ......... .......$ 35
PelrtlgraphicAnalysis. C 856. ....... ................ ......... .. .......$ 1,000
Spilling Tensile Strength. C 496... ...... ..... .......$ 70
Relnforcin"" and !l;.tructural Steel
Firep<Wklg Densit;Tes~ UBC 7<L .. .... .... ..... ..... ...................$ 50
Hardness Test. Rockwel$, A-370... ................ ....,,_......................$ 45
High Slrength Boll, Nul & Washer COnfonnance. sel. A.32 ............$ 110
MechanicaHy Spliced Reinforcing Tensile Tesl. ACI...... .................$ 85
Pne-Stress Strand (7 wire). A 416. .... ...... ............ .. ....................$ 125
Chemical Analysis, A-36. A-615 ........................ ..............................$ 110
Reinfon:ingTensile or Bend up to No. 11.A615& A 706 .............$ 45
Structural Steej Tensile Test: Up to 200,000 Ibs.
(machining extra). A 370........... ..... ..................... .......... .......... ..$ 60
Welded Reinforcilg Tensile Test Up 101'40. 11 bars, ACI. ...... .... ..,$ 50
Asahan. Concrete
AsphaRM'lXlJesign.Callrans.. . ........ ....... ..... ..... .........$ 2.000
AsphaRMix Design Review. Job Spec .. ....................... .........$ 135
Exlraction. % Asphalt, including Gradalion. 0 2172. CT 310.... ........$ 195
Film StJipping. CT 302.........................................................................$ 90
Hveem Stability and UnrtWeighl CTM or ASTM. CT 366.................$ 175
Marshal SIabiIity. Flow and Unn Weigh~ T.245...... .........................$ 195
Maximum Theoretical UnitWeigl1t. 0 2041......... ........ ........... ....$ 110
SWell. CT 305 ............ ............ ................. . ................ .....$ 150
UnilWeighI sample oroore. 0 2726. CT 308 ............. ............ ......$ 80
22S
80
100
80
80
350
300
175
125
90
80
150
450
175
175
Masonrv
Brick AbSOfllIion. 24-hour subme"ion. C 67 ............ .............. .$ 40
Brick AbSOfllIion. 5-hour boiling. C 67 ........ ............... .............$ 50
Brick Absorption. 7-<Jay. C 67 ....... ....................... ..................$ 55
Brick Compression Tes~ C 67 ......... .. ........ ........... ...............$ 40
Brick ElIIorescence. C 67.. ............... ................ . ..... ...$ 40
Brick Modulus ~ Rupture. C 67 ........ .......... ..................... ..... .$ 35
Brick Moisture as """,",ed. C 67 ... ......... .................. ... ........ .$ 30
Brick Salutation Coelficlent. C 67 ... ............................... .........$ 45
Concrete Block Compressiorl Tes~ 8x8x16. C 140 .............. ...$ 55
Concrete Block COnfonnance Package. COO..................... ...$ 400
Concrete Block Unoar Shrinkage. C 426.......................... .. .....$ 110
Concrete Block Unit Weighl and AbSOfllIion. C 140........ .........$ 50
Cores. Compression or Shear Bond. CA ~.........................$ 50
Masonry Groul. 3x3x6 prism cornpression. UBC 21-18............$ 25
Masonry MorIar. 2x4 cylinder compression. UBC 21-16 ..........$ 2S
Masonrv Prism. hal size. comCOlSSion. UBC 21-17 .................$ 100
Special preparation of standard teslspecimens win be charged at the technician's hourty rate.
Aoaraaates
Absorption. Coan;e. C 127... ............... ...... ........... ......$
Absorption. F"". C 128.............. .. .. ............... .......................$
CIay~umpsand Friabie Par1icles, C 142. ....... ........... .....................$
Cleanness Value. CT 227 ........ ..... .... ...... .......................................$
Crushed _S. CT 205.. ........ .. ................. ...............................$
llurabilty.Coar.le.CT229.. ............ ............ ........... ......................$
Durabilty. F.... CT 229................... .......... ........................ ...............$
~os Angeles Abrasion. C 131 or C 535..............................................$
MorIar making properties ~fine aggregate. C 87 ..............................$
Organic Impurities. C 40..................................................................... $
Potential Reactivity of Aggregate (Chemical Method). C 289............ $
Sand Equivalenl. CT 217 ....................................................................$
Sieve Analysis. Coan;e Agg'egate. C 136 .........................................$
Sieve Analysis. F"" Aggregate (including wash). C 136...................$
Sodium SuWate Soundness (pet sizs fraction). C 88..........................$
Specific Gravity. Coa"e. C 127.... ... .................................................$
Specific Gravity. Fine. C 128............. ......................... ....................$
30
30
95
110
130
120
120
165
250
50
350
80
95
95
145
65
75
Ninvo & Moore is accredited to oertorm the AASHTO eouivalenl of manv ASTM lest oracedures.
1(In911&/ftaora
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EXHIBIT B
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AGREEMENT FOR GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING
THIS AGREEMENT is made and entered into this day of
2006 ("Effective Date"), by and between the CITY OF SAN BERNARDINO, a charter
city ("City"), and HILLTOP GEOTECHNICAL, INC. ("Consultant").
WITNESSETH:
A. WHEREAS, City proposes to have Consultant perform the Geological
Investigations and Construction Material Testing services described herein below; and
B. WHEREAS, Consultant represents that it has that degree of specialized expertise
contemplated within California Government Code, Section 37103, and holds all
necessary licenses to practice and perform the services herein contemplated; and
C. WHEREAS, City and Consultant desire to contract for specific services in
connection with the project described below (the "Project") and desire to set forth their
rights, duties and liabilities in connection with the services to be performed; and
D. WHEREAS, no official or employee of City has a financial interest, within the
provisions of California Government Code, Sections 1090-1092, in the subject matter of
this Agreement.
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NOW, THEREFORE, for and in consideration of the mutual covenants and
conditions contained herein, the parties hereby agree as follows:
1.0. SERVICES PROVIDED BY CONSULTANT
1.1. Scope of Services. Consultant shall furnish on-call, as-needed Geological
Investigations and Construction Material Testing services to City in accordance with
Consultant's proposal dated September 25, 2006, attached hereto as Attachment 1 and
incorporated herein. It is agreed that Consultant shall accomplish all Geological
Investigations and Construction Material Testing services in accordance with the
standards of the City.
1.2. Professional Practices. All professional services to be provided by
Consultant pursuant to this Agreement shall be provided by personnel experienced in
their respective fields and in a manner consistent with the standards of care, diligence and
skill ordinarily exercised by professional consultants in similar fields and circumstances
in accordance with sound professional practices. Consultant also warrants that it is
familiar with all laws that may affect its performance of this Agreement and shall advise
City of any changes in any laws that may affect Consultant's performance of this
Agreement.
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1.3. Warranty. Consultant warrants that it shall perform the services required
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EXHIBIT B
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by this Agreement in compliance with all applicable Federal and California employment
laws including, but not limited to, those laws related to minimum hours and wages;
occupational health and safety; fair employment and employment practices; workers'
compensation insurance and safety in employment; and all other Federal, State and local
laws and ordinances applicable to the services required under this Agreement.
Consultant shall indemnify and hold harmless City from and against all claims, demands,
payments, suits, actions, proceedings, and judgments of every nature and description
including attorneys' fees and costs, presented, brought, or recovered against City for, or
on account of any liability under any of the above-mentioned laws, which may be
incurred by reason of Consultant's performance under this Agreement.
1.4. Non-discrimination. In performing this Agreement, Consultant shall not
engage in, nor permit its agents to engage in, discrimination in employment of persons
because of their race, religion, color, national origin, ancestry, age, physical handicap,
medical condition, marital status, sexual gender or sexual orientation, or any other
category protected by law, except as permitted pursuant to Section 12940 of the
Government Code. Violation of this provision may result in the imposition of penalties
referred to in Labor Code, Section 1735.
1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter
into agreements with other consultants for services similar to the services that are subject
to this Agreement or may have its own employees perform services similar to those
services contemplated by this Agreement.
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1.6. Delegation and Assignment. This is a personal service contract, and the
duties set forth herein shall not be delegated or assigned to any person or entity without
the prior written consent of City.
1.7. Business License: The Consultant shall obtain and maintain a valid City
Business Registration Certificate during the term of this Agreement.
1.8. Duty of Loyalty/Conflict of Interest: The Consultant understands and
agrees that as the City's on-call geotechnical investigations and construction material
testing consultant, Consultant shall maintain a fiduciary duty and a duty of loyalty to the
City in performing Consultant's obligations under this Agreement. Consultant, in
performing its obligations under this Agreement, is governed by California's conflict of
interest laws, Government Code Section 87100 et seq., and Title 2, California Code of
Regulations Section 18700 et seq.
2.0. COMPENSATION AND BILLING
2.1. Compensation. Over the term of this Agreement, Consultant shall be paid
for such services in accordance with the attached "Price Form" (See Attachment 2).
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2.2. Additional Services. Consultant shall not receive compensation for any
services provided outside the scope of services specified in the Response unless the City
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EXHIBIT B
or its Construction Engineer for this Project, pnor to Consultant performing the
additional services, approves such additional services in writing. It is specifically
understood that oral requests and/or approvals of such additional services or additional
compensation shall be barred and are unenforceable.
2.3. Method of Billing. Consultant may submit invoices to City's Construction
Engineer for approval on a progress basis, but no more often than monthly. Said invoice
shall be based on the total of all Consultant's services which have been completed to
City's sole satisfaction. City shall pay Consultant's invoice within forty-five (45) days
from the date City receives said invoice. Each invoice shall describe in detail, the
services performed and the associated time for completion. Any additional services
approved and performed pursuant to this Agreement shall be designated as "Additional
Services" and shall identify the number of the authorized change order, where applicable,
on all invoices.
2.4. Records and Audits. Records of Consultant's services relating to this
Agreement shall be maintained in accordance with generally recognized accounting
principles and shall be made available to City or its Construction Engineer for inspection
and/or audit at mutually convenient times for a period of three (3) years from the
Effective Date.
3.0. TIME OF PERFORMANCE
3.1. Commencement and Completion of Work. The professional services to be
performed pursuant to this Agreement shall commence within five (5) days from the
Effective Date of this Agreement. Said services shall be performed in strict compliance
. with the Project Schedule issued by the Construction Engineer. Failure to commence
work in a timely manner and/or diligently pursue work to completion may be grounds for
termination of this Agreement.
3.2. Excusable Delavs. Neither party shall be responsible for delays or lack of
performance resulting from acts beyond the reasonable control of the party or parties.
Such acts shall include, but not be limited to, acts of God, fire, strikes, material shortages,
compliance with laws or regulations, riots, acts of war, or any other conditions beyond
the reasonable control of a party.
4.0. TERM AND TERMINATION
4.1. Term. This Agreement shall commence on the Effective Date and
continue through June 30, 2007, unless previously terminated as provided herein or as
otherwise agreed to in writing by the parties. An administrative extension of one
additional year may be authorized, subject to agreement of both parties.
4.2. Notice of Termination. The City reserves and has the right and privilege
of canceling, suspending or abandoning the execution of all or any part of the work
contemplated by this Agreement, with or without cause, at any time, by providing written
\\C'lstnr\ DS\_.P-ubJ-i( WGrk~\RF{:Ai~\2lX)6 AlJ\'l2-04-06\Agrccuwnts [(11' Cl'~)l(~:hnkaj Ttl\'Cf;:t;,giition~ and. Conslnlction
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3
EXHIBIT B
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notice to Consultant. The termination of this Agreement shall be deemed effective upon
receipt of the notice of termination. In the event of such termination, Consultant shall
immediately stop rendering services under this Agreement unless directed otherwise by
the City.
4.3. Compensation. In the event of termination, City shall pay Consultant for
reasonable costs incurred and professional services satisfactorily performed up to and
including the date of City's written notice of termination. Compensation for work in
progress shall be prorated as to the percentage of work completed as of the effective date
of termination in accordance with the fees set forth herein. In ascertaining the
professional services actually rendered hereunder up to the effective date of termination
of this Agreement, consideration shall be given to both completed work and work in
progress, to complete and incomplete drawings, and to other documents pertaining to the
services contemplated herein whether delivered to the City or in the possession of the
Consultant.
4.4 Documents. In the event of termination of this Agreement, all documents
prepared by Consultant in its performance of this Agreement including, but not limited
to, finished or unfinished design, development and construction documents, data studies,
drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery
of termination notice to Consultant, at no cost to City. Any use of uncompleted
documents without specific written authorization from Consultant shall be at City's sole
risk and without liability or legal expense to Consultant.
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5.0. INSURANCE
5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and
maintain during the life of this Agreement all ofthe following insurance coverages:
(a) Comprehensive general liability, including premises-operations,
products/completed operations, broad form property damage,
blanket contractual liability, independent contractors, personal
injury with a policy limit of not less than One Million Dollars
($1,000,000.00), combined single limits, per occurrence and
aggregate.
(b) Automobile liability for owned vehicles, liired, and non-owned
vehicles, with a policy limit of not less than One Million Dollars
($1,000,000.00), combined single limits, per occurrence and
aggregate.
(c) Workers' compensation insurance as required by the State of
California.
(d)
Professional errors and omissions ("E&O") liability insurance with
policy limits of not less than One Million Dollars ($1,000,000.00),
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4
EXHIBIT B
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combined single limits, per occurrence and aggregate. Consultant
shall obtain and maintain, said E&O liability insurance during the
life of this Agreement and for three years after completion of the
work hereunder.
5.2. Endorsements. The comprehensive general liability insurance policy shall
contain or be endorsed to contain the following provisions:
(a) Additional insureds: "The City of San Bernardino and its elected
and appointed boards, officers, agents, and employees are addition-
al insureds with respect to this subject project and contract with
City."
(b) Notice: "Said policy shall not terminate, nor shall it be cancelled,
nor the coverage reduced, until thirty (30) days after written notice
is given to City."
(c) Other insurance: "Any other insurance maintained by the City of
San Bernardino shall be excess and not contributing with the
insurance provided by this policy."
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5.3. Certificates of Insurance. Consultant shall provide to City certificates of
insurance showing the insurance coverages and required endorsements described above,
in a form and content approved by City, prior to performing any services under this
Agreement.
5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any
way, the indemnification provision contained in this Agreement, or the extent to which
Consultant may be held responsible for payments of damages to persons or property.
6.0. GENERAL PROVISIONS
6.1. Entire Agreement. This Agreement constitutes the entire Agreement
between the parties with respect to any matter referenced herein and supersedes any and
all other prior writings and oral negotiations. This Agreement may be modified only in
writing, and signed by the parties in interest at the time of such modification. The terms
of this Agreement shaliprevail over any inconsistent provision in any other contract
document appurtenant hereto, including exhibits to this Agreement.
6.2. Representatives. The Director of Development Services or her designee
shall be the representative of City for purposes of this Agreement and may issue all
consents, approvals, directives and agreements on behalf of the City, called for by this
Agreement, except as otherwise expressly provided in this Agreement.
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Consultant shall designate a representative for purposes of this Agreement
who shall be authorized to issue all consents, approvals, directives and agreements on
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5
EXHIBIT B
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behalf of Consultant called for by this Agreement, except as othelWise expressly
provided in this Agreement.
6.3. Proiect Managers. City shall designate a Construction Engineer to work
directly with Consultant in the performance of this Agreement.
Consultant shall designate a Project Manager who shall represent it and be
its agent in all consultations with City during the term of this Agreement. Consultant or
its Project Manager shall attend and assist in all coordination meetings called by City.
6.4. Notices. Any notices, documents, correspondence or other
communications concerning this Agreement or the work hereunder may be provided by
personal delivery, facsimile or mail and shall be addressed as set forth below. Such
communication shall be deemed served or delivered: a) at the time of delivery if such
communication is sent by personal delivery; b) at the time of transmission if such
communication is sent by facsimile; and c) 48 hours after deposit in the U.S. Mail as
reflected by the official U.S. postmark if such communication is sent through regular
United States mail.
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IF TO CONSULTANT:
Mr. Mark Hulett, President
Hilltop Geotechnical
786 S. Gifford Avenue
San Bernardino, CA 92408
909-890-9079
909-890-9055 (fax)
IF TO CITY:
Valerie C. Ross
Director of Development Services
300 North "D" Street
San Bernardino, CA 92418
Fax: 909-384-5080
Tel: 909-384-5357
6.5. Attornevs' Fees. In the event that litigation is brought by any party in
connection with this Agreement, the prevailing party shall be entitled to recover from the
opposing party all costs and expenses, including reasonable attorneys' fees, incurred by
the prevailing party in the exercise of any of its rights or remedies hereunder or the
enforcement of any of the terms, conditions, or provisions hereof. The costs, salary and
expenses of the City Attorney and members of his office in enforcing this contract on
behalf of the City shall be considered as "attorneys' fees" for the purposes of this
paragraph.
6.6. Governing Law. This Agreement shall be governed by and construed
under the laws of the State of California without giving effect to that body of laws
pertaining to conflict of laws. In the event of any legal action to enforce or interpret this
Agreement, the parties hereto agree that the sole and exclusive venue shall be a court of
competent jurisdiction located in San Bernardino County, California.
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6.7. Assignment. Consultant shall not voluntarily or by operation of law
assign, transfer, sublet or encumber all or any part of Consultant's interest in this
Agreement without City's prior written consent. Any attempted assignment, transfer,
subletting or encumbrance shall be void and shall constitute a breach of this Agreement
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EXHIBIT B
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and cause for termination of this Agreement. Regardless of City's consent, no subletting
or assignment shall release Consultant of Consultant's obligation to perform all other
obligations to be performed by Consultant hereunder for the term of this Agreement.
6.8 Indemnification and Hold Harmless. Consultant shall protect, defend,
indemnify and hold harmless City and its elected and appointed officials, officers, and
employees from any and all claims, liabilities, expenses, including attorney fees, damage
to property or injuries to or death of any person or persons or damages of any nature
including, but not by way of limitation, all civil claims or workers' compensation claims,
arising out of or in any way connected with the intentional or negligent acts, errors or
omissions of Consultant, its employees, agents or subcontractors in the performance of
this Agreement.
6.9. Independent Contractor. Consultant is and shall be acting at all times as an
independent contractor and not as an employee of City. Consultant shall secure, at his
expense, and be responsible for any and all payment of Income Tax, Social Security,
State Disability Insurance Compensation, Unemployment Compensation, and other
payroll deduc~ions for Consultant and its officers, agents, and employees, and all business
licenses, if any are required, in connection with the services to be performed hereunder.
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6.10 Ownership of Documents. All findings, reports, documents, information
and data including, but not limited to, computer tapes or discs, files and tapes furnished
or prepared by Consultant or any of its subcontractors in the course of performance of
this Agreement, shall be and remain the sole property of City. Consultant agrees that any
such documents or information shall not be made available to any individual or
organization without the prior consent of City. Any use of such documents for other
projects not contemplated by this Agreement, and any use of incomplete documents, shall
be at the sole risk of City and without liability or legal exposure to Consultant. City shall
indemnify and hold harmless Consultant from all claims, damages, losses, and expenses,
including attorneys' fees, arising out of or resulting from City's use of such documents
for other projects not contemplated by this Agreement or use of incomplete documents
furnished by Consultant. Consultant shall deliver to City any findings, reports,
documents, information, data, in any form, including but not limited to, computer tapes,
discs, files audio tapes or any other Project related items as requested by City or its
authorized representative, at no additional cost to the City.
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6.11 Public Records Act Disclosure. Consultant has been advised and is aware
that all reports, documents, information and data including, but not limited to, computer
tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, and
provided to City may be subject to public disclosure as required by the California Public
Records Act (California Government Code Section 6250 et. seq.). Exceptions to public
disclosure may be those documents or information that qualify as trade secrets, as that
term is defined in the California Government Code Section 6254.7, and of which
Consultant informs City of such trade secret. The City will endeavor to maintain as
confidential all information obtained by it that is designated as a trade secret. The City
shall not, in any way, be liable or responsible for the disclosure of any trade secret
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EXHIBIT B
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including, without limitation, those records so marked if disclosure is deemed to be
required by law or by order of the Court.
6.12. Responsibilitv for Errors. Consultant shall be responsible for its work and
results under this Agreement. Consultant, when requested, shall furnish clarification
and/or explanation as may be required by the City's representative, regarding any
services rendered under this Agreement at no additional cost to City. In the event that an
error or omission attributable to Consultant occurs, then Consultant shall, at no cost to
City, provide all necessary design drawings, estimates and other Consultant professional
services necessary to rectify and correct the matter to the sole satisfaction of City and to
participate in any meeting required with regard to the correction.
6.13. Prohibited Employment. Consultant will not employ any regular
employee of City while this Agreement is in effect.
6.14. Order of Precedence. In the event of an inconsistency or conflict in this
Agreement and any of the attached Exhibits or Attachments, the terms set forth in this
Agreement shall prevail.
6.15. Costs. Each party shall bear its own costs and fees incurred in the
preparation and negotiation of this Agreement and in the performance of its obligations
hereunder except as expressly provided herein.
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6.16. No Third Partv Beneficiarv Rights. This Agreement is entered into for the
sole benefit of City and Consultant and no other parties are intended to be direct or
incidental beneficiaries of this Agreement and no third party shall have any right in,
under or to this Agreement.
6.17. Headings. Paragraphs and subparagraph headings contained in this
Agreement are included solely for convenience and are not intended to modify, explain or
to be a full or accurate description of the content thereof and shall not in any way affect
the meaning or interpretation of this Agreement.
6.18. Construction. The parties have participated jointly in the negotiation and
drafting of this Agreement. In the event an ambiguity or question of intent or
interpretation arises with respect to this Agreement, this Agreement shall be construed as
if drafted jointly by the parties and in accordance with its fair meaning. There shilfbe no
presumption or burden of proof favoring or disfavoring any party by virtue of the
authorship of any of the provisions of this Agreement.
6.19 Amendments. Only a writing executed by the parties hereto or their
respective successors and assigns may amend this Agreement.
6.20, Waiver. The delay or faih,lre of either party at any time to require
performance or compliance by the other of any of its obligations or agreements shall in
e no way be deemed a waiver of those rights to require such performance or compliance.
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No waiver of any provision of this Agreement shall be effective unless in writing and
signed by a duly authorized representative of the party against whom enforcement of a
waiver is sought. The waiver of any right or remedy in respect to any occurrence or
event shall not be deemed a waiver of any right or remedy in respect to any other
occurrence or event, nor shall any waiver constitute a continuing waiver.
6.21. Severabilitv. If any provision of this Agreement is determined by a court
of competent jurisdiction to be unenforceable in any circumstance, such determination
shall not affect the validity or enforceability of the remaining terms and provisions hereof
or of the offending provision in any other circumstance.
6.22. Countemarts. This Agreement may be executed in one or more
counterparts, each of which shall be deemed an original. All counterparts shall be
construed together and shall constitute one agreement.
6.23. Comorate Authoritv. The persons executing this Agreement on behalf of
the parties hereto warrant that they are duly authorized to execute this Agreement on
behalf of said parties and that by doing so, the parties hereto are formally bound to the
provisions of this Agreement.
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EXHIBIT B
AGREEMENT FOR GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by and through their respective authorized officers, as of the date first above
wri tten.
CITY OF SAN BERNARDINO,
A Municipal Corporation,
HILLTOP GEOTECHNICAL, INC.
Consultant
Patrick J. Morris, Mayor
By
Signature
Name and Title
Approved as to form:
James F. Penman,
City Attorney
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A IT ACHMENT 1, EXHIBIT B
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PROPOSAL FOR PUBLIC WORKS
GEOTECHNICAL INVESTIGATIONS
AND CONSTRUCTION MATERIAL
TESTING
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SEPTEMBER 25, 2006
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SUBMITTED TO:
CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES DEPARTMENT
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PREPARED BY:
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HILLTOP GEOTECHNICAL, INC.
786 SOUTH GIFFORD AVENUE
SAN BERNARDINO, CALIFORNIA 92408
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ATTACHMENT 1, EXHIBIT B
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PROPOSER'S CERTIFICATION AND ACKNOWLEDGMENT OF ADDENDA FOR
GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING
SERVICES
The undersigned hereby certifies that I am an officer of the firm submitting the attached
proposal and that I am authorized to submit said proposal on behalf of my firm. I hereby
bind my firm to this proposal and state the following (if submitting a proposal):
This offer shall remain valid for 90 days from the RFP close date; and
All terms and conditions as set forth in this RFP shall apply to this offer; and
In signing this offer, I warrant that all certifications and documents requested herein are
attached and properly completed and signed; and
I certify that I have received all addenda as indicated below and have incorporated the
addenda in the attached proposal.
Verification of Addenda Received
Addendum No:
Addendum No:
Addendum No:
Received on:
Received on:
Received on:
Proposal Attached: Yes No X. If No, Please sign, date, provide company
information and explain reason for not su~ ,;rks below. .
Authorized Signature: ~ _
Print Signer's Name and Title: Mark Hulett, President
Date Signed:
September 25, 2006
Company Name & Address:
Hilltop Geotechnical, Inc.
786 South Gifford Avenue
San Bernardino, California 92408
Phone: 909-890-9079
Fax:
909-890-9055
Remarks:
Page 2 of 14
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ATTACHMENT 1, EXHIBIT B
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HILLTOP GEOTECHNICAL
786 S. GIFFORD AVENUE' SAN 8ERNARDINO . CALIFORNIA 92408
hilllopg@hgeolech.colTI . FAX 909.890.9055 . 909-890-9079
INCORPORATED
September 22, 2006
'.;,
City of San Bernardino
300 North 'D' Street, Third Floor
. San Bernardino, CA 92418
Proposal P06155
Attention:
Mr. Michael Grubbs, P. E.
Subject:
Proposal for Public Works Geotechnical Investigation and Construction
Material Testing Services, City of San Bernardino, California.
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Reference:
Request for Proposals to Provide Professional Civil Engineering Services for
Public Works Geotechnical Investigations and Construction Material Testing
Services; Prepared by the Department of Public Works, City of San Bernardino,
Dated August 2006.
Hilltop Geotechnical, Inc. wishes to thank you forconsicl~rationofus to provide you with
various geotechnical consulting services that ~ou. might require. In accordance with your
request, we are pleased to subm. i.t. th.. is. Proposal. Basedup.on... the re.. ferenced. 'R. e. quo es.tfor
Proposal' it is our understanding thatvari~~stypes of soils, concretr and asphalttesting\Vi.H be
required for various projectsvvit~il1the city. In. general, our services ~ilI include. routine
compaction, concrete, !Isphalt andsoil.gradation testing and soil borings to 15 feet. Hilltop
Geotechnical, Inc. isqualifi~d topelform all the services yourequi~. Unitpricesfortl1~itetnS
you have requested~es~bmitted under a separate cover. We have read an1undersijUldthe
definitions of wltafeachtest includes and have incorporated our costs into these Ullit prices.
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Hilltop Geotechnical, Inc. has
...annulil..-geotechnical
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ATTACHMENT 1, EXHIBIT B
P06155
September 22, 2006
Page 2
geotechnical consulting and materials testing services to many of your neighboring cities or
counties such as the County of San Bernardino, County of Riverside, City of Riverside, City of
Loma Linda, City of Highland, City of Redlands, City of Rialto, City of Moreno Valley, City
of Big Bear Lake, City of Lake Elsinore, and the City of Colton.
Past projects with you have included performing compaction testing during various street
improvement projects, performing asphalt and concrete coring for pavement evaluation,
pavement compaction testing and asphalt laboratory testing as well as special preliminary soil
investigations for geotechnical design, slope stability, retaining wall design, distress evaluations
and environmental studies.
Additionally, Hilltop Geotechnical, Inc. has had past experience on many other types of projects.
Our staff has performed numerous studies involving streets and utilities for pipeline studies,
pavement analysis, trench wall stability, and rippability studies. We have experience in many
types of construction projects that require compaction control for soil, concrete and asphalt
inspection services.
Hilltop Geotechnical, Inc. is a qualified 'consulting firm a!1d soils and materials testing
laboratory. Originated initially in 1992, we have been affiliated with and/or participated in
numerous organizations such as the Inland Geological Society, the Building Industry
Association, the Portland Cement Association, and the International Conference of Building
Officials (ICBO). Our laboratory and our technicians have been previously Caltrans certified.
We have worked closely with Mr. Monte Hammer, the independent quality assurance associate
for our district of Caltrans. He has visited our laboratory and qualify's our personnel.
Additionally, our laboratory ~as been recently re-inspected by CCRL (a certified laboratory
inspection organization). We also participate in CCRL' sand ARML's semi-annual proficiency
testing program. We are also approved and certified to perform geotechnical consulting and
testing services with the State of California - Division of State Architects, who are primarily
involved with the development of schools and hospitals.
Our technicians are well trained and are all currently certified in nuclear gage testing for soil and
asphalt testing services as well as ACI certified for all types of concrete testing that would be
required. We have performed compaction testing for many types of public works projects for
HILL TOP GEOTECHNICAL, INC.
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ATTACHMENT 1, EXlllBIT B
P06l55
September 22, 2006
Page 3
local cities. Projects typically included utility installation, street widening, and paving
operations, grading control, concrete inspection, cylinder fabrication, and other miscellaneous
inspection services. Many of the projects have been within the Caltrans right-of-way and as'
such, we are adaptable to either Caltrans or Green Book procedures.
PERSONNEL
Mark Hulett is president of Hilltop Geotechnical, Inc. and is responsible for the overall
management and operations of the company. He is a Licensed Engineering Geologist with over
23 years of geotechnical experience. Mr. Hulett will provide for all of the managerial dealings
with the proposed contract as well as all of the geologic consulting and analysis.
Don Curran will be designat,ed the Licensed Engineer and Project Manager. Mr. Curran
currently possess over 34 years of geotechnical, construction testing and project management
experience and will be accessible to your construction manager during the life of the contract.
Our project manager will assume the following functional responsibilities.
. Review, monitor, and provide general-direction for this field and laboratory personnel.
. Administer all personal leave and substitution of personnel, subject of approval with the
City of San Bernardino's Field Engineer.
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Be available for any scheduled meetings with City Staff.
Resumes of our principals are included in the appendix.
Other key personnel that we anticipate to be assigned to the project include:
Michael Carrillo
Tony Norcross
Evan Martin
Kevin Beath '
Senior Supervisory Soils and Materials Field Technician
SoilslMaterials Field Technician
SoillMaterials Field Technician
Laboratory Manager
HILLTOP GEOTECHNICAL, INC.
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ATTACHMENT I, EXIllBlT B
P06155
September 22, 2006
Page 4
Caltrans certifications showing the qualifications of each technician/inspector anticipated to be
involved with this contract are attached to this proposal. Our Caltrans Laboratory Certificate
is also included. Caltrans approves technicians on a semi-annual basis but will only approve
technicians when actively participating in Caltrans projects. OUf technicians will be re-
approved when an active project is specified. Specific resumes of our key personnel as well as
other certifications (CCRL, DSA, etc.) can be provided upon request.
OUTSIDE SERVICES
We anticipate using Cal Pac Drilling Company for any services that require drilling such as the
15 foot borings itemized in your 'Routine Services". We have worked with Cal Pac Drilling
Company for many years and have a very good working relationship with this company. With
this exception, we do not anticipate the need for any additional outside service. However, if
required, professional services, equipment, or tests not provided by HILLTOP
GEOTECHNICAL, INC. and any unusual items of expense not customarily incurred in our
normal operations will be charged at cost plus 15 percent. Any necessary "Outside Services"
to be negotiated in advance of provisioning.
REFERENCES
Hilltop Geotechnical, Inc. has provided geotechnical services to numerous governmental
agencies and developers throughout the Southern California area. A partial client list that
includes their address and telephone number are presented below:
CITY OF HIGHLAND
27215 Base Line
Highland, CA. 92346
Contact Person: Joseph Hughes
Phone: 909-864-6861
CITY OF REDLANDS
35 Cajon Street, Suite 222
Redlands, CA. 92373
Contact Person: Mr. Wen Huang
Phone: 909-798-7655
CITY OF RIVERSIDE
3900 Main Street
Riverside, CA. 92522
Contact Person: Mr. Daniel Ciacchella
Phone: 951-826-5889
HILLTOP GEOTECHNICAL, INC.
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ATI'ACHMENT 1, EXHIBIT B
P06155
September 22, 2006
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CITY OF LOMA LINDA
25541 Barton Road
Loma Linda, CA. 92354
PUL TE HOMES CORPORA nON
39755 Berkey Drive
Palm Desert, CA. 92211
ASHBROOK COMMUNITIES
3070 Washington Street
Riverside, CA. 92504
JOE BONADIMAN & ASSOCIATES
588 W. 6th Street
San Bernardino, CA. 92410
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SPECIFIC SERVICES
Page 5
Contact Person: Jarb Thaipejr
Phone: 909-799-4401
Contact Person: Bob Paridise
Phone: 951-271-5800
Contact Person: Dave Twedt
Phone: 760-200-9290
Contact Person: Joe Bonadiman
Phone: 909-885-3806
It is our understanding that Hilltop Geotecbn!cal, Inc., acting under the specific authorization
of the City of San Bernardino or their authorized representative, will provide a qualified
technician for inspection and testing purposes and evaluation of earthwork materials, processed
aggregate materials, concrete and asphalt materials encountered during the construction of the
various city improvement projects. Hilltop Geotechnical, Inc. shall also provide laboratory
testing services for soil, processed aggregate materials and pavement materials in accordance
with the plans and specifications for each he project. Hilltop Geotechnical, Inc. will also provide
an office contact person who will coordinate the scheduling of the field technician for testing
and sampling with the City.
For this project, we anticipate using our present laboratory facilities at 786 South Gifford
A venue, in the City of San Bernardino. Our field technicians will perform the required testing
and observation as requested by the City of San Bernardino or their authorized representative.
At the conclusion of our testing, we will provide the results of our observations and testing in
a formal report to the satisfaction of the City. Detailed services for soil, asphalt and concrete
. are presented below.
HILLTOP GEOTECHNICAL, INC.
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P06155
September 22, 2006
Page 6
Soil Testin!:
Primary services are anticipated to consist of compaction testing. This testing will be conducted
by using either a nuclear gauge and/or sand cone method. Our laboratory will also perform
maximum density/optimum moisture content determinations and/or check point determinations
to assure compliance with existing curves. Other laboratory testing such as sieve analysis, R-
value determinations and other testing may also be required. Grading observation may also be
required on an as-needed basis. All field testing will be reported in a field daily and all tests will
be summarized at the completion of each project. Written results of all laboratory tests will be
provided.
Asohalt Testinfl
We propose to provide compaction testing for your paving projects. Asphalt inspection services
can also be provided, if requested. In-house laboratory testing services such as asphalt
extraction, Hveem and stability testing, specific gravity and/or core density testing can also be
provided. Written results of both field and laboratory testing will be submitted upon completion
of the project.
Concrete Testin!:
Our field services will include fabricating concrete test cylinders (3 cylinders per test minimum),
in accordance with your field inspectors request. We will provide pick-up services, store, cure
and test the samples at 3,7 and 21 days from the date offabrication, unless specified differently.
Additional concrete tests and/or aggregate tests can be provided, upon request. All test results
will be recorded in written format.
SoU Borin!:
Upon request, we can perform soil boring(s) at specified locations. Our services will include
drilling and logging a IS foot boring. Undisturbed ring sampling will be conducted at various
intervals and blow count information will also be recorded. Written logs that will include soil
classification, blow count information, groundwater information (if encountered) and sample
locations will be provided. Deeper drilling and specific sampling can also be performed, upon
request. These services will include general traffic control and asphalt patch, if necessary.
HILLTOP GEOTECHNICAL, INC.
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ATIACHMENT 1, EXHIBIT B
P06155
September 22, 2006
Page 7
Other Services
Special geologic and engineering consulting services can also be provided, upon request. We
are qualified to provide many types of studies including detailed geologic studies, fault
investigations, foundation studies, pile investigations, distressed investigations, rippability
studies, slope stability, shoring analysis, groundwater investigations, retaining wall
recommendations, pavement analysis, corrosion studies, and environmental services, etc.
Hilltop Geotechnical, Inc's. staff have many years of local experience and would be happy to
provide consulting services to the city on all geologic and geotechnical subjects. Specialized
inspection services such as ICe concrete, masonry, post-tension, and structural steel can also
be provided. Hilltop Geotechnical Inc. also maintains a full service geotechnical laboratory that
specializes in soil, aggregate, concrete and asphalt testing services. Detailed scope of services
could be developed with the city, upon request.
PROPOSED COSTS
Costs for each task is itemized on your 'Price Form' and included in the Appendix. It is
understood that the proposed field work will be "Prevailing Wage" work and as such, our rates
reflect this. Additionally, it is understood- that our field test and concrete test fees will be
assessed on a 'per test' basis. All travel time, office time and support staff time will be included
in the cost of the test. Additionally, maximum density/optimum moisture determinations will
be included in the cost of compaction testing. All laboratory and concrete test results will be
provided in writing. Soil borings will include obtaining blow count information, soil samples
and a written report. However, additional costs will be accrued if significant traffic control in .
which special signs and flag men will be necessary. We have read and agree all items included
inyour definitions of each specific task listed in the RFP.
DEFINITION OF RESPONSIBILITY
The presence bf our field representatives will be for the purpose of providing observation and
field testing. Our work does not include supervision or direction of the actual work of the
contractor, his employees or agents. The contractor for this project should be so advised. The
contractor should also be informed that neither the presence of our field representative nor the
observation and testing by our firm shall excuse him in any way for defects in his work. It is
HILLTOP GEOTECHNICAL, INC.
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ATTACHMENT I, EXHIBIT B
P06155
September 22, 2006
Page 8
understood that our firm will not be responsible for job or site safety on this project. Job and
site safety will be the sole responsibility of the contractor.
NON DISCRIMINATION
Hilltop Geotechnical, Inc. does not discriminate against any employee or applicant for
employment because of race, color, religion, sex, or national origin.
FEDERAL LAWS AND REGULA nONS
All federal laws and regulations shall be adhered to notwithstanding any state or local laws and
regulations. In a case of conflict between federal, state or local laws or regulations the strictest
shall be adhered to.
AUTHORIZATION
If this proposal meets with your approval, please authorize our work by signing below and
return to this office. Hilltop Geotechnical, Inc. presently carries both general liability and
professional liability insurance for our projects. Certificates of Insurance can be provided upon
your request. Should the City of San Bernardino submit a contract for work preformed under
this proposal, Hilltop Geotechnical, Inc. requests that this document be incorporated into such
a contract.
Hilltop Geotechnical, Inc. looks forward to again, providing professional services you.
Respectfully submitted,
HILLTOP GEOTECHNICAL, INC.
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Mark Hulett
President
HILLTOP GEOTECHNICAL, INC.
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A 17 ACHMENT 1, EXlHBIT B
P06155
September 22, 2006
IN WITNESS WHEREOF, the undersigned have executed the Agreement as of this
day of
,2006.
BY:
BY: Mark Hulett
TITLE:
TITLE: President
Page 9
HILLTOP GEOTECHNICAL, INC.
ATTACHMENT 1, EXHIBIT B
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ATTACHMENT 2, EXHIBIT B
.
Salllh~I'mll' 1110
PRICE FOR~
GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING SERVICES
September 25, 2006
PROPOSER'S NAME: Hilltop Geotechnical, Inc.
e
(To be submitted in a sealed envelope separate from proposal documents)
The undersigned Proposer, if offered, hereby certifies that it will accept an annual
purchase order effective on or about December 1, 2006 and running through
June 30, 2007 for Geotechnical Investigations and Construction Material
Testing Services for Capital Improvement Projects on an as-needed basis with no
guaranteed usage
The undersigned Proposer understands that, if exercised by the City, an optional
one-year extension, as provided in the agreement, shall be effective on or about
July 1, 2007 and running through June 30, 2008, and that actual option year
pricing shall be negotiated with the Proposer prior to exercising of any given option
year; however, the option year extension shall not become effective until issuance
by the City of a duly authorized Purchase Order.
e
Please provide detailed Firm Fixed Prices in the spaces provided below and any
other incidental or additional Prices required for completing the Technical
Specification requirements.
Proposed unit price for routine Services:
1. 1 - 4 Each Compaction Tests (including curves) Unit Price $150 Each
5 - 20 Per site visit Unit Price ~ Each
20+ Unit Price 90 . Each
2. 20 (Sets) Each Concrete Cylinder per Set & Unit Price $120 Each
Testing (including collection tests and report)
3. 10 Each Asphalt Extraction Unit Price $155 Each
4. 40 Each Asphalt Compaction Unit Price $150 Each
5. 10 Each Soil Gradation/Screen Analysis Unit Price $100 Each
6. 50 Hours Grading Observation Unit Price $90 Hour
7. 20 Hours Engineering Geologist Investigation c
e Consultation Unit Price $145 Hour
8. 10 Each Soil Boring to 15' Unit Price $1500 Each
Page 1 of2
- A IT ACHMENT 2, EXHIBIT B
. PRICE FORM (CONTINUED)
e GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL
TESTING SERVICES
9. 10 Each Pavement Bore (asphalt) Unit Price $150 Each
10. 10 Each Concrete Core Unit Price $150 Each
Are there any other additional or incidental prices, which will be required by r
firm in order to meet the requirements of the Technical Specifications? es I
No (circle one). If you answered "Yes", please provide detail of said addl nal
Prices: Traffic control varies considerably from place to place and
this cost does not including flagman or rental signage.
This offer shall remain firm for 90 days from RFP close date.
Terms and conditions as set forth in this RFP apply to this submittal.
e
In signing this offer, Proposer warrants that
requested herein are attached and properly
Authorized Signature: 1// .
all certifications and documents
leted and signed.
Print Signer's Name and Title:
Mark Hulett, President
Date Signed:
September 25, 2006
Hilltop Geotechnical, Inc.
Company Name & Address:
786 South Gifford Avenue
San Bernardino, California 92408
Phone: 909-890-9079
Fax:
909-890-9055
e
Page 2 of2
...
EXHIBIT C
...
e
AGREEMENT FOR GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING
THIS AGREEMENT is made and entered into this day of
2006 ("Effective Date"), by and between the CITY OF SAN BERNARDINO, a charter
city ("City"), and AMEC EARTH & ENVIRONMENTAL, INC. ("Consultant").
WITNESSETH:
A. WHEREAS, City proposes to have Consultant perform the Geological
Investigations and Construction Material Testing services described herein below; and
B. WHEREAS, Consultant represents that it has that degree of specialized expertise
contemplated within California Government Code, Section 37103, and holds all
necessary licenses to practice and perform the services herein contemplated; and
C. WHEREAS, City and Consultant desire to contract for specific services in
connection with the project described below (the "Project") and desire to set forth their
rights, duties and liabilities in connection with the services to be performed; and
e
D. WHEREAS, no official or employee of City has a financial interest, within the
provisions of California Government Code, Sections 1090-1092, in the subject matter of
this Agreement.
NOW, THEREFORE, for and in consideration of the mutual covenants and
conditions contained herein, the parties hereby agree as follows:
1.0. SERVICES PROVIDED BY CONSULTANT
1.1. Scope of Services. Consultant shall furnish on-call, as-needed Geological
Investigations and Construction Material Testing services to City in accordance with
Consultant's proposal dated September 25, 2006, attached hereto as Attachment 1 and
incorporated herein. It is agreed that Consultant shall accomplish all Geological
Investigations and Construction Material Testing services in accordance with the
standards of the City.
1.2. Professional Practices. All professional services-- to be provided by
Consultant pursuant to this Agreement shall be provided by personnel experienced in
their respective fields and in a manner consistent with the standards of care, diligence and
skill ordinarily exercised by professional consultants in similar fields and circumstances
in accordance with sound professional practices. Consultant also warrants that it is
familiar with all laws that may affect its performance of this Agreement and shall advise
City of any changes in any laws that may affect Consultant's performance of this
Agreement.
e
1.3. Warranty. Consultant warrants that it shall perform the services required
by this Agreement in compliance with all applicable Federal and California employment
\ \G,stnr\I."JS\.Yllblic W()rk~\Rl.'CA:s\2006 All\12-04-06\J\grcements for G~'ott'~dmind Investigations ~md Construction
\-:!.i1t(lfli.,-l T(~~ting 12-().:~-06\ !\~1F':C\Af\lF:C Stami<lrd Agrt)(~lnentGeot.l'chni('it! Investigatil1lls and eM 'It'sting 12-04-06.,hx'
1
..
EXHIBIT C
...
tit
laws including, but not limited to, those laws related to minimum hours and wages;
occupational health and safety; fair employment and employment practices; workers'
compensation insurance and safety in employment; and all other Federal, State and local
laws and ordinances applicable to the services required under this Agreement.
Consultant shall indenmify and hold harmless City from and against all claims, demands,
payments, suits, actions, proceedings, and judgments of every nature and description
including attorneys' fees and costs, presented, brought, or recovered against City for, or
on account of any liability under any of the above-mentioned laws, which may be
incurred by reason of Consultant's performance under this Agreement.
1.4. Non-discrimination. In performing this Agreement, Consultant shall not
engage in, nor permit its agents to engage in, discrimination in employment of persons
because of their race, religion, color, national origin, ancestry, age, physical handicap,
medical condition, marital status, sexual gender or sexual orientation,. or any other
category protected by law, except as permitted pursuant to Section 12940 of the
Government Code. Violation of this provision may result in the imposition of penalties
referred to in Labor Code, Section 1735.
1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter
into agreements with other consultants for services similar to the services that are subject
to this Agreement or may have its own employees perform services similar to those
services contemplated by this Agreement.
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1.6. Delegation and Assigrunent. This is a personal service contract, and the
duties set forth herein shall not be delegated or assigned to any person or entity without
the prior written consent of City.
1.7. Business License: The Consultant shall obtain and maintain a valid City
Business Registration Certificate during the term of this Agreement.
1.8. Duty of Loyalty/Conflict of Interest: The Consultant understands and
agrees that as the City's on-call geotechnical investigations and construction material
testing consultant, Consultant shall maintain fiduciary duty and a duty of loyalty to the
City in performing Consultant's obligations under this Agreement. Consultant, in
performing its obligations under this Agreement, is governed by California's conflict of
interest laws, Governme!lt Code Section 87100 et seq., and Title 2, California Code of
Regulations Section 18700 et seq.
2.0. COMPENSATION AND BILLING
2.1. Compensation. Over the term of this Agreement, Consultant shall be paid
for such services in accordance with the attached "Price Form" (See Attachment 2).
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2.2. Additional Services. Consultant shall not receive compensation for any
services provided outside the scope of services specified in the Response unless the City
or its Construction Engineer for this Project, prior to Consultant performing the
additional services, approves such additional services in writing. It is specifically
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understood that oral requests and/or approvals of such additional services or additional
compensation shall be barred and are unenforceable.
2.3. Method of Billing. Consultant may submit invoices to City's Construction
Engineer for approval on a progress basis, but no more often than monthly. Said invoice
shall be based on the total of all Consultant's services which have been completed to
City's sole satisfaction. City shall pay Consultant's invoice within forty-five (45) days
from the date City receives said invoice. Each invoice shall describe in detail, the
services performed and the associated time for completion. Any additional services
approved and performed pursuant to this Agreement shall be designated as "Additional
Services" and shall identify the number of the authorized change order, where applicable,
on all invoices.
2.4. Records and Audits. Records of Consultant's services relating to this
Agreement shall be maintained in accordance with generally recognized accounting
principles and shall be made available to City or its Construction Engineer for inspection
and/or audit at mutually convenient times for a period of three (3) years from the
Effective Date.
3.0. TIME OF PERFORMANCE
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3.1. Commencement and Completion of Work. The professional services to be
performed pursuant to this Agreement shall commence within five (5) days from the
Effective Date of this Agreement. Said services shall be performed in strict compliance
with the Project Schedule issued by the Construction Engineer. Failure to commence
work in a timely manner and/or diligently pursue work to completion may be grounds for
termination of this Agreement.
3.2. Excusable Delavs. Neither party shall be responsible for delays or lack of
performance resulting from acts beyond the reasonable control of the party or parties.
Such acts shall include, but not be limited to, acts of God, fire, strikes, material shortages,
compliance with laws or regulations, riots, acts of war, or any other conditions beyond
the reasonable control of a party.
4.0. TERM AND TERMINATION
4.1. Term. This Agreement shall commence on the Effective Date and
continue through June 30, 2007, unless previously terminated as provided herein or as
otherwise agreed to in writing by the parties. An administrative extension of one
additional year may be authorized, subject to agreement of both parties.
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4.2. Notice of Termination. The City reserves and has the right and privilege
of canceling, suspending or abandoning the execution of all or any part of the work
contemplated by this Agreement, with or without cause, at any time, by providing written
notice to Consultant. The termination of this Agreement shall be deemed effective upon
receipt of the notice of termination. In the event of such termination, Consultant shall
immediately stop rendering services under this Agreement unless directed otherwise by
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EXHIBIT C
the City.
4.3. Compensation. In the event of termination, City shall pay Consultant for
reasonable costs incurred and professional services satisfactorily performed up to and
including the date of City's written notice of termination. Compensation for work in
progress shall be prorated as to the percentage of work completed as of the effective date
of termination in accordance with the fees set forth herein. In ascertaining the
professional services actually rendered hereunder up to the effective date of termination
of this Agreement, consideration shall be given to both completed work and work in
progress, to complete and incomplete drawings, and to other documents pertaining to the
services contemplated herein whether delivered to the City or in the possession of the
Consultant.
4.4 Documents. In the event of termination of this Agreement, all documents
prepared by Consultant in its performance of this Agreement including, but not limited
to, finished or unfinished design, development and construction documents, data studies,
drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery
of termination notice to Consultant, at no cost to City. Any use of uncompleted
documents without specific written authorization from Consultant shall be at City's sole
risk and without liability or legal expense to Consultant.
5.0. INSURANCE
5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and
maintain during the life of this Agreement all of the following insurance coverages:
(a) Comprehensive general liability, including premises-operations,
products/completed operations, broad form property damage,
blanket contractual liability, independent contractors, personal
injury with a policy limit of not less than One Million Dollars
($1,000,000.00), combined single limits, per occurrence and
aggregate.
(b) Automobile liability for owned vehicles, hired, and non-owned
vehicles, with a policy limit of not less than One Million Dollars
($1,000,000.00), combined single limits, per occurrence and
aggregate.
(c) Workers' compensation insurance as required by the State of
California.
(d)
Professional errors and omissions ("E&O") liability insurance with
policy limits of not less than One Million Dollars ($1,000,000.00),
combined single limits, per occurrence and aggregate. Consultant
shall obtain and maintain, said E&O liability insurance during the
life of this Agreement and for three years after completion of the
work hereunder.
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5.2. Endorsements. The comprehensive general liability insurance policy shall
contain or be endorsed to contain the following provisions:
(a) Additional insureds: "The City of San Bernardino and its elected
and appointed boards, officers, agents, and employees are addition-
al insureds with respect to this subject project and contract with
City."
(b) Notice: "Said policy shall not terminate, nor shall it be cancelled,
nor the coverage reduced, until thirty (30) days after written notice
is given to City."
(c) Other insurance: "Any other insurance maintained by the City of
San Bernardino shall be excess and not contributing with the
insurance provided by this policy."
5.3. Certificates of Insurance. Consultant shall provide to City certificates of
insurance showing the insurance coverages and required endorsements described above,
in a form and content approved by City, prior to performing any services under this
Agreement.
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5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any
way, the indemnification provision contained in this Agreement, or the extent to which
Consultant may be held responsible for payments of damages to persons or property.
6.0. GENERAL PROVISIONS
6.1. Entire Al!feement. This Agreement constitutes the entire Agreement
between the parties with respect to any matter referenced herein and supersedes any and
all other prior writings and oral negotiations. This Agreement may be modified only in
writing, and signed by the parties in interest at the time of such modification. The terms
of this Agreement shall prevail over any inconsistent provision in any other contract
document appurtenant hereto, including exhibits to this Agreement.
6.2. Representatives. The Director of Development Services or her designee
shall be the representative of City for purposes of this Agreement and may Issue all
consents, approvals, directives and agreements on behalf of the City, called for by this
Agreement, except as otherwise expressly provided in this Agreement.
Consultant shall designate a representative for purposes of this Agreement
who shall be authorized to issue all consents, approvals, directives and agreements on
behalf of Consultant called for by this Agreement, except as otherwise expressly
provided in this Agreement.
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6.3. Proiect Managers. City shall designate a Construction Engineer to work
directly with Consultant in the performance of this Agreement.
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Consultant shall designate a Project Manager who shall represent it and be
its agent in all consultations with City during the term of this Agreement. Consultant or
its Project Manager shall attend and assist in all coordination meetings called by City.
6.4. Notices. Any notices, documents, correspondence or other
communications concerning this Agreement or the work hereunder may be provided by
personal delivery, facsimile or mail and shall be addressed as set forth below. Such
communication shall be deemed served or delivered: a) at the time of delivery if such
communication is sent by personal delivery; b) at the time of transmission if such
communication is sent by facsimile; and c) 48 hours after deposit in the U.S. Mail as
reflected by the official U.S. postmark if such communication is sent through regular
United States mail.
IF TO CONSULT ANT:
Mr. John H. Thune II, Project Mgr.
AMEC Earth & Environmental, Inc.
4201 Santa Ana Street, Suite F
Ontario, CA 91761
909-605-6500
909-605-6502 (fax)
IF TO CITY:
Valerie C. Ross
Director of Development Services
300 North "D" Street
San Bernardino, CA 92418
Fax: 909-384-5080
Tel: 909-384-5357
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6.5. Attornevs' Fees. In the event that litigation is brought by any party in
connection with this Agreement, the prevailing party shall be entitled to recover from the
opposing party all costs and expenses, including reasonable attorneys' fees, incurred by
the prevailing party in the exercise of any of its rights or remedies hereunder or the
enforcement of any of the terms, conditions, or provisions hereof. The costs, salary and
expenses of the City Attorney and members of his office in enforcing this contract on
behalf of the City shall be considered as "attorneys' fees" for the purposes of this
paragraph.
6.6. Governing Law. This Agreement shall be governed by and construed
under the laws of the State of California without giving effect to that body of laws
pertaining to conflict of laws. In the event of any legal action to enforce or 'interpret this
Agreement, the parties hereto agree that the sole and exclusive venue shall be a court of
competent jurisdiction located in San Bemardino County,California.
6.7. Assignment. Consultant shall not voluntarily or by operation of law
assign, transfer, sublet or encumber all or any part of Consultant's interest in this
Agreement without City's prior written consent. Any attempted assignment, transfer,
subletting or encumbrance shall be void and shall constitute a breach of this Agreement
and cause for termination of this Agreement. Regardless of City's consent, no subletting
or assignment shall release Consultant of Consultant's obligation to perform all other
obligations to' be performed by Consultant hereunder for the term of this Agreement.
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6.8 Indemnification and Hold Harmless. Consultant shall protect, defend,
indemnify and hold harmless City and its elected and appointed officials, officers, and
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EXHIBIT C
employees from any and all claims, liabilities, expenses, including attorney fees, damage
to property or injuries to or death of any person or persons or damages of any nature
including, but not by way of limitation, all civil claims or workers' compensation claims,
arising out of or in any way connected with the intentional or negligent acts, errors or
omissions of Consultant, its employees, agents or subcontractors in the performance of
this Agreement.
6.9. Independent Contractor. Consultant is and shall be acting at all times as an
independent contractor and not as an employee of City. Consultant shall secure, at his
expense, and be responsible for any and all payment of Income Tax, 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 any are required, in connection with the services to be performed hereunder.
6.10 Ownership of Documents. All findings, reports, documents, information
and data including, but not limited to, computer tapes or discs, files and tapes furnished
or prepared by Consultant or any of its subcontractors in the course of performance of
this Agreement, shall be and remain the sole property of City. Consultant agrees that any
such documents or information shall not be made available to any individual or
organization without the prior consent of City. Any use of such documents for other
projects not contemplated by this Agreement, and any use of incomplete documents, shall
be at the sole risk of City and without liability or legal exposure to Consultant. City shall
indemnify and hold harmless Consultant from all claims, damages, losses, and expenses,
including attorneys' fees, arising out of or resulting from City's use of such documents
for other projects not contemplated by this Agreement or use of incomplete documents
furnished by Consultant. Consultant shall deliver to City any findings, reports,
documents, information, data, in any form, including but not limited to, computer tapes,
discs, files audio tapes or any other Project related items as requested by City or its
authorized representative, at no additional cost to the City.
6.1 I Public Records Act Disclosure. Consultant has been advised and is aware
that all reports, documents, information and data including, but not limited to, computer
tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, and
provided to City may be subject to public disclosure as required by the California Public
Records Act (California Government Code Section 6250 et. seq.). Exceptions to public
__ disclosure m'!)' be those documents or information that qualify as trade secrets, as that
term is defined in the California Government Code Section 6254.7, and of which
Consultant informs City of such trade secret. The City will endeavor to maintain as
confidential all information obtained by it that is designated as a trade secret. The City
shall not, in any way, be liable or responsible for the disclosure of any trade secret
including, without limitation, those records so marked if disclosure is deemed to be
required by law or by order of the Court.
6.12. Responsibilitv for Errors. Consultant shall be responsible for its work and
results under this Agreement. Consultant, when requested, shall furnish clarification
and/or explanation as may be required by the City's representative, regarding any
services rendered under this Agreement at no additional cost to City. In the event that an
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EXHIBIT C
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error or omission attributable to Consultant occurs, then Consultant shall, at no cost to
City, provide all necessary design drawings, estimates and other Consultant professional
services necessary to rectify and correct the matter to the sole satisfaction of City and to
participate in any meeting required with regard to the correction.
6.13. Prohibited Emplovrnent. Consultant will not employ any regular
employee of City while this Agreement is in effect.
6.14. Order of Precedence. In the event of an inconsistency or conflict in this
Agreement and any of the attached Exhibits or Attachments, the terms set forth in this
Agreement shall prevail.
6.15. Costs. Each party shall bear its own costs and fees incurred in the
preparation and negotiation of this Agreement and in the performance of its obligations
hereunder except as expressly provided herein.
6.16. No Third Partv Beneficiary Rights. This Agreement is entered into for the
sole benefit of City and Consultant and no other parties are intended to be direct or
incidental beneficiaries of this Agreement and no third party shall have any right in,
under or to this Agreement.
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6.17. Headings. Paragraphs and subparagraph headings contained in this
Agreement are included solely for convenience and are not intended to modify, explain or
to be a full or accurate description of the content thereof and shall not in any way affect
the meaning or interpretation of this Agreement.
6.18. Construction. The parties have participated jointly in the negotiation and
drafting of this Agreement. In the event an ambiguity or question of intent or
interpretation arises with respect to this Agreement, this Agreement shall be construed as
if drafted jointly by the parties and in accordance with its fair meaning. There shall be no
presumption or burden of proof favoring or disfavoring any party by virtue of the
authorship of any of the provisions of this Agreement.
6.19 Amendments. Only a writing executed by the parties hereto or their
respective successors and assigns may amend this Agreement.
6.20. Waiver. The delay or failure of either party at any time to require
performance or compliance by the other of any of its obligations or agreements shall in
no way be deemed a waiver of those rights to require such performance or compliance.
No waiver of any provision of this Agreement shall be effective unless in writing and
signed by a duly authorized representative of the party against whom enforcement of a
waiver is sought. The waiver of any right or remedy in respect to any occurrence or
event shall not be deemed a waiver of any right or remedy in respect to any other
occurrence or event, nor shall any waiver constitute a continuing waiver.
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6.21. Severability. If any provision of this Agreement is determined by a court
of competent jurisdiction to be unenforceable in any circumstance, such determination
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EXHIBIT C
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shall not affect the validity or enforceability of the remaining terms and provisions hereof
or of the offending provision in any other circumstance.
6.22. Counterparts. This Agreement may be executed in one or more
counterparts, each of which shall be deemed an original. All counterparts shall be
construed together and shall constitute one agreement.
6.23. Corporate Authoritv. The persons executing this Agreement on behalf of
the parties hereto warrant that they are duly authorized to execute this Agreement on
behalf of said parties and that by doing so, the parties hereto are formally bound to the
provisions of this Agreement.
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EXHIBIT C
AGREEMENT FOR GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by and through their respective authorized officers, as of the date first above
wri tten.
CITY OF SAN BERNARDINO,
AMEC EARTH & ENVIRONMENTAL,
INC.
Consultant
A Municipal Corporation,
By
Patrick J. Morris, Mayor
Signature
Name and Title
Approved as to form:
James F. Penman,
City Attorney
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ATTACHMENT 1, EXHIBIT C
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e STATEMENT OF QUALIFICATIONS
For On-Call Geotechnical and Materials Testing Services
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Submitted TO:
Submitted BY:
City of San Bernardino .
300 North "0" Street, 3rd Floor
San Bernardino, CA 92418
AMEC Earth & Environmental, Inc.
4201 Santa Ana Street, Suite F
Ontario, CA 91761
(909) 605-6500
Attention: Michael Grubbs P.E.
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ame&
www.amec.com
September 25, 2006
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ATTACHMENT 1, EXHIBIT C
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amec7j
September 25, 2006
Proposal No. 006-049
City of San Bernardino
Development Services Department
300 North "0" Street, 3rd Floor
San Bernardino, California 92418
Attention:
Mr. Michael Grubbs P,E.
Re: Request for Proposal to Provide Professional Geotechnical Investigations and
Construction Material Testing Services
Various Capital Improvement Projects
In accordance with your Request for Professional Construction Material Testing Services for
Capital Improvement Projects dated August 24, 2006, AMEC Earth & Environmental, Inc. is
pleased to submit this letter of interest and proposal to provide material testing services to the
City of San Bernardino. We understand that the proposal is to provide professional services on
an on-call basis for various City projects. We understand that the duration of the contract is
anticipated to be for one (1) year and that the services will consist primarily of geotechnical and
geologic engineering services, and on-call construction inspection services. Specific services
may include geotechnical investigations, review of grading and foundation plans, compaction
testing, grading observation and testing, testing and inspection of asphalt and concrete, soils
boring to.15', and other geotechnical and materials engineering services as required by the City,
AMEC is interested in working with the City of San Bernardino on its upcoming projects and is
confident that our capacity to respond to requests for services in a timely manner is key to the
type of working relationship that the City is seeking to establish with a technical engineering and
materials testing firm. Besides experience with on-call contracts, AMEC's experience includes
infrastructure improvements and major capital projects ranging from design engineering through
construction inspection services for streets, bridges, major arterials/roadways, freeways,
sidewalks/curb and gutter, and other transportation related projects, AMEC also has extensive
experience with water resources projects including water lines, pump stations, reservoirs, wells,
and small to large-diameter pipelines, In addition, our sewer project experience includes sewer
lines, pump/lift stations, wastewater treatment facilities, and septic disposal systems.
In addition to public infrastructure/capital projects, AMEC has extensive experience with private
development projects, including large-scale residential housing and office/industrial park
developments that required extensive grading observation and compaction testing during
construction.
AMEC Earth & Environmental,
a division of AMEC Americas Umited
4201 Santa Ana Street, Suite F
Ontario, Califomia
USA 91761-1554
Tel 1909i'6lJS.6500
Fax (909) 6lJS.6502
www.amec.com
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ATTACHMENT I, EXHIBIT C
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CITY OF SAN BERNARDINO
ON CAll CONSTRUCTION MATERIAL TESTING SERVICES
VARIOUS CAPITAL IMPRO'/EMENT PROJECTS
-.---"---------.------------------"-.------.--------.-,.--------.----------"."---....--..---
AMEC's personnel are an integral part of our organization. Our professionals include California
registered civil engineers, geotechnical engineers, and registered and certified engineering
geologists. Our field and laboratory technicians hold industry standard certifications and
registrations related to their testing capabilities, including Caltrans, City of Los Angeles, ICC/
ICBO, NICET, ACI, nuclear density gauge and Hazmat training. The laboratory facilities located
in our offices are calibrated to testing standards mandated by Caltrans, AASHTO, ASTM, and
others.
On behalf of AMEC Earth & Environmental, Inc., thank you for the opportunity to submit this
proposal for consideration. Should you have specific questions about our proposal or
qualifications, please call me at (909) 605-6500 or contact me at John.Thune@amec.com.
Sincerely,
2!:~~~
Unit Manager
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A'ITACHMENT 1, EXlDBIT C
City of San Bernardino
soa for On.Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino, California
Section 1 - Introduction
AMEC Earth.& Environmental, Inc. is pleased to submit the following statement of qualifications
to provide geotechnical and materials testing and inspection services on an on-call basis. We
understand that the City of San Bernardino is soliciting written proposals from a variety of firms
to provide Geotechnical Investigations and Construction Material Testing Services on an on-call
basis.
We have read and understood the requirements of the request for proposals and are confident
that we have addressed, at a minimum, the items that the City is requesting. The following
par!lgraphs provide an overview of the firm and contact information.
Firm Profile
AMEC Earth & Environmental, Inc. has been providing full-service geotechnical and materials
testing services since 1954 from it's Southern California offices. As one of the oldest
geotechnical consulting firms in Southern California, AMEC has compiled a comprehensive
database of information and is very familiar with soils and ground conditions in the area.
As an international earth sciences consulting firm, we provide a wide range of geotechnical
engineering design and construction services, environmental assessments and mitigation of
hazardous waste, and materials testing services to private and public sector Clients. Our United
States division employs over 650 professional, technical, field, and support personnel in 18 U.S.
offices in the Western United States. From these offices, we provide cost-effective and
innovative ideas for complex design issues, solution to geotechnical and environmental
problems, and support for construction.
AMEC has additional resources and can draw upon the technical skills of over 700
professionals available in AMEC's Canadian and International offices for a combined staff of
over 1,600 registered materials engineer; certified engineering technicians and construction
Deputy Inspectors; geotechnical, civil, and environmental engineers; geologists; hydrologists;
and support personnel.
We have served clients in California for over five decades. Our Southern California offices in
Ontario, which opened in 1998, and Anaheim are professionally staffed and managed and have
fully equipped geotechnical and materials testing laboratories and deputy ins~ction
capabilities. We are exceptionally proud of our staff and their commitment to providing high
quality services in the field, which include geotechnical engineering, engineering geology, and
hydrogeology. Our expertise has been applied to:
Airports - from small airfields to international airports worldwide
Bridges - from pedestrian overpass to the design and seismic retrofit of some of the State's
largest structures
Buildings - from single family residence to high-rise office building (tilt-ups/pre-engineered)
and variety of public building, including fire stations, libraries, science and technology centers,
and education facilities such as colleges, universities, elementary and high schools, as well as
other types of learning facilities
AMEC EARTH & ENVlRONMENTAL.INC
Proposal No. 006-049
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ATTACHMENT I, EXHIBIT C
City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino, California
Construction and Materials Testing - for wide range of projects including bridges, roadways,
flood control facilities, and commercial and residential developments
Environmental Studies - Phase I and Phase 1/ environmental studies, hazardous waste
studies, remediation investigation, and assessments of existing building for asbestos and lead
paint
Flood Control, Sewer and Water Systems - including debris basins, retention basins, open
channels, culverts, pipelines, and drop structures
Highways - from rural roads to urban arterials and new freeways in California
Landfills - that are efficient and environmentally sensitive
Public Infrastructure - a part of everyday life including airports, reservoirs, dams,
communications facilities, ports, and railroads
AMEC provides geotechnical services for the design and construction of projects from initial site
assessment as part of the due diligence for site acquisition and initial seismic review of
properties to recommending design parameters for foundation and structural design. AMEC
also provides geotechnical support services as required by industry testing methods and
procedures.
AMEC has a wealth of experience on capital improvement projects for City and County
agencies. This includes recent and ongoing projects for the following agencies:
. County of San Bernardino Roadway Department . City of La Verne
. San Bernardino County Flood Control District . City of Fountain Valley
. County of Orange Public Works . City of Pomona
. City of Anaheim . City of Rancho Palos Verdes
. City of Rancho Cucamonga . City of Long Beach
Project Office
The designated project office is conveniently located in the County of San Bernardino. AMEC's
Ontario office is submitting this-statement of qualifications to the City of San Bernardino. Our
office is located at 4201 Santa Ana Street, Suite F, Ontario, California 91761. The phone
and fax numbers are (909) 605-6500 and (909) 605-6502, respectively. Mr. John Thune will
serve as Project Manager and point of contact. Mr. Thune can be reached at the
aforementioned office by the phone and fax numbers listed above. Alternatively, he may be
reached via email atjohn.thune@amec.com.
Mr. Douglas Bell is designated as the Principal Engineer, as well as the Project Consultant for
the duration of this contract. Mr. Bell is a registered engineer in the State of California. He
currently works out of our Ontario office and our Anaheim office.
AMEC EARTH & ENVIRONMENTAL. INC
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ATTACHMENT I, EXHmIT C
City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projeds
San Bernardino. California
SECTION 2.0 - SERVICES AND CAPABILITIES
Geotechnical Services and Capabilities
AMEC's geotechnical engineering department provides a wide variety of foundation and
construction-related design services to clients including commercial, residential and municipal
entities. Geotechnical engineering and design services are provided for building foundations,
earthwork structures such as dams and embankments, residential .mass grading projects,
transportation projects including roadways and bridges, and other related facilities. Other
specialty services offered by AMEC's geotechnical group are landslide studies, seismic
evaluations, and deep excavation support systems. Some of the major areas of geotechnical
evaluation and design are highlighted below. .
Geotechnical Review Services
AMEC provides review services to both the private and public sectors. The services include
third party due diligence reviews of geotechnical, geologic, and environmental documents.
Recent projects have included detailed review of reports pertaining to landslide stabilization,
roadway improvements, and residential and commercial development. The work performed
specifically for public sector agencies includes an evaluation of the standard of care of reports
and plans, review of all potential geotechnical conditions that could impact the project, and
preparation of a concise summary review report.
Foundation Design
Economical building foundation design is important whether the building is a one-story retail
center or a twenty-story high-rise. In conjunction with in-situ testing,AMEC is experience in the
design of foundations to maximize bearing pressures for the case of shallow foundations and
economical pile design for deep foundations.
Dynamic Soil Response Studies
Awareness of the potential for seismic shaking in many areas of the county has increased in
recent years. Because of this increased awareness, potential building sites must be evaluated
to determine how they would respond in the event of an earthquake. AMEC's geotechnical
engineering department routinely uses specialized computer software to determine the
frequency-dependent response of sites to earthquake vibrations. Where appropriate,
liquefaction and lateral spreading analyses are performed for sites that may be susceptible to
these earthquake-induced movements.
Vibration Monitoring
Construction activities such as blasting, pile driving, etc., can sometimes cause damage to
offsite improvements. Even the perception of damage can result in claims against property
owners or contractors. The geotechnical engineering department uses ground vibration
measuring equipment to monitor the effects of construction activities. Ground vibration data can
help to plan construction activities to reduce the magnitude of off-site vibrations.
Seismic Evaluations
AMEC has conducted numerous projects involving evaluation of seismicity, fault activity, and
earthquake design parameters.
AMEC EARTH & ENVIRONMENTAL. INC
Proposal No. 006-049
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ATTACHMENT 1, EXHIBIT C
City of San Bernardino
soa for On.Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino. California
Geophysical Testing
Geophysical testing provides a cost-effective means of evaluating soil and geologic conditions.
Geophysical testing can be used to evaluate materials for rippability (ease of excavation), soil
modulus, and depth to water. This testing includes seismic refraction and downhole seismic
testing. Additional geophysical testing capability includes non-destructive evaluation of shallow
and deep foundations. This can be done for quality control during construction or as an
assessment of the load carrying capacity of the foundations.
Landslide Studies
AMEC provides engineering and geologic evaluation of landslides to assist clients in developing
cost-effective mitigation designs. Services include field mapping and subsurface exploration to
define the depth and areal extent of the slide mass, installation and monitoring of equipment
used to assess slide movements, and design of stabilization measures. Landslide stabilization
can range from regrading of the slide mass to a more stable geometry to the construction of
rock buttresses, retaining walls, or pile walls.
Earthwork Structures
AMEC geotechnical engineers have designed dams, highway and railroad embankments, and
other construction earthwork structures for static and dynamic loading. Field monitoring of
construction activities is also performed.
Construction and Materials Testing Capabilities
AMEC specializes in materials testing and inspection services for capital projects and public
infrastructure projects. AMEC has extensive experience on projects that require testing
methods and procedures designated under ICCIICBO, ACI, and California State Department of
Transportation (Caltrans). The firm has fully-equipped and professionally-staffed materials
testing and geoteChnical laboratories at its Southern California offices in Ontario and Anaheim.
Both offices also maintain computer facilities that assist in the operation and completion of
laboratory, engineering, clerical and accounting tasks. A large inventory of materials testing
apparatus, along with a well-trained staff of dedicated personnel, allow for timely and accurate
field services.
As a whole, AMEC has been responsible for construction quality for over 50,000 projects
throughout North America. This includes extensive experience for small and large complex
projects in which AMEC has been responsible for the aspects of materials testing, construction
inspection, and quality control testing.
Our experience includes working closely with general contractors, construction management
firms, civil engineers, and publiC agencies on projects such as:
. Airport infrastructure, including runways, taxiways, hangars, and terminals
. Transportation, including highways, bridges, railroads
. Tunnels, for both mining and railway industry
. Water resources facilities, including pipelines, reservoirs, transmission lines,
water/wastewater treatment plants, and dams
. Schools, universities, and other facilities for public use
AMEC EARTH & ENVIRONMENTAL. INC
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ATTACHMENT 1, EXHIBIT C
City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino. California
AMEC performs all construction materials inspection and testing "in house." Our ICC/ICBO
Certified Inspectors provide onsite inspection of concrete reinforcement and concrete placement
during concrete paving and structure pours. Our experienced asphalt concrete inspectors will
inspect and test during the placement of asphalt concrete paving in accordance with P-401
requirement. AMEC can also provide experienced batch plant inspectors to monitor AC
production to identify and correct AC problems before the material reaches the project. The
cornerstone of our field services is the excellent communication between field staff, project
managers, and our clients. We will keep the City of San Bernardino officials informed of the
projects status through open communication between site inspectors and City field personnel.
The City of San Bernardino is kept up to date through written daily reports and communication
with AMEC project managers.
Accreditations
AMEC meets all the requirements as an approved testing agency with the following local and
national accrediting/certification authorities:
California Department of Transportation (Caltrans)
AASHTO (American Association of State Highway and Transportation Officials) for Hot Mix
Asphalt, Aggregate, and Portland Cement Concrete
City of Los Angeles
ACI (American Concrete Institute): Grades I and II Concrete Technicians
ANSI (American National Standards Institute)
APWA (American Public Works Association)
ASNT (American Society of Nondestructive Testing): Levels I, II and III
ASTM (American Society for Testing and Materials): C29, C31, C39, C40, C42, C78, C88,
C117, C127, C128, C131, C136, C138, C143, C172, C173, C231 , C535, C566,
C617, C702, C805, C1064, C1077, C1231, 01559, 02041, 02172, 02419, 02726,
03203,03666,03740,04125,04561,04867, E329, E543
(American Welding Society): Certified Welding Inspector
(AASHTO Materials Reference Laboratory)
(Cement and Concrete Reference Laboratory)
(International Conference of Building Officials): Special Inspector for Masonry,
Structural Steel, Fireproofing, Reinforced Concrete, Prestressed/Post Tensioned
Concrete
(National Institute for Certification in Engineering Technologies): Construction
Materials Testing; Geotechnical Engineering; Highway Construction and Materials;
Geosynthetic Materials, Levels I-IV
(Uniform Building Code)
AWS
ARML
CCRL
ICBO
NICET
UBC
AMEC EARTH & ENVIRONMENTAl. INC
Proposal No. 006-049
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ATTACHMENT 1, EXHIBIT C
City of San Bernardino
SOO for On-Gall Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino, California
SECTION 3.0 - RELEVANT EXPERIENCE
Projects Located in San Bernardino County
Route 30, Rancho Cucamonga, California
AMEC provided geotechnical design services for 4 km of freeway extension associated with SR-
30 in Rancho Cucamonga, California. The project included construction of a depressed
roadway, approximately 8 to 10 meters with seven over crossings (Sapphire Street, Carnelian
Street, Beryl Street, Hellman Avenue, Amethyst Street, Archibald Avenue, and Hermosa
Avenue), two culverts (Rancho Cucamonga Creek and Alta Loma Channel), and numerous
retaining walls and 4.3 km of soundwalls.
The proposed depression of the roadway resulted in several areas requiring 9 to 11 m high
vertical excavations, with some excavations supporting a 2:1 slope. AMEC evaluated several
retaining wall alternatives including Caltrans Type 1 walls, secant pile walls, tie-back walls, and
soil nail walls. Consideration was also given in the report to the feasibility of shoring required
for some of the wall types. The report was reviewed by Caltrans and SANBAG and soil nail wall
types were chosen as the most viable design/construction alternative for about 1.7 km of the
proposed retaining wall length. Caltrans Type 1 retaining walls totaled 360 m in length and
were up to about 7.3 m high. ----------------------------------------j
AMEC's scope of services for the i
project included geotechnical !
analysis of shallow foundation
design and construction, temporary
shoring, lateral earth pressures,
temporary and permanent slope
stability, grading recommendations,
and pavement design_ AMEC also
provided support and input for the
Bridge Type Selection and Retaining
Wall Selection processes. The
project was designed and reviewed
in accordance to SAN BAG and
Caltrans design standards and
procedures.
Rancho Cucamonga Police Station, Rancho Cucamonga, California
AMEC provided geotechnical and ICBO inspection and testing services during the renovation of
22,000 sq. ft. of Police Station facilities and the construction of an 11,000 sq. ft. third floor
addition to the Rancho Cucamonga Police Station. AMEC provided all ICBO inspection and
testing services during concrete placement, epoxy anchor installation, structural steel welding,
and masonry wall construction. Geotechnical inspection and testing was also conducted during
construction of upgraded foundation systems. AMEC inspectors worked closely with the client
to expedite construction schedule on this difficult expansion project.
AMEC EARTH & ENVIRONMENTAL. INC
Proposal No. 006-049
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City of San Bernardino
soa for On..call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino. California
ATTACHMENT 1, EXHIBIT C
Rancho Cucamonga Civic Center Improvements, Rancho Cucamonga, California
AMEC provided geotechnical and ICBO
inspection and testing services during
the recent Civic Center. expansion
project. The project included seismic
retrofitting and expansion of the existing
Civic Center. AMEC personnel worked
both day and evening shifts to expedite
the project and minimize impact to the
still operational Civic Center. Extensive
structural steel welding inspection and
testing was performed during the
seismic retrofitting. AMEC inspectors
worked closely with City Engineers to
provide real time solutions to the many
structural conflicts encountered during
the retrofit process.
Lower Deer Creek Storm Drain, Ontario, California
This foundation investigation was conducted for the proposed Lower Deer Creek Storm Drain,
crossing the Haven Avenue Grade Separation in Ontario. The project included 20,1 OO-feet of
RCB culverts and RCP drains. Pipe diameters ranged from 120- to 66-inches. AMEC
assessed earth materials along the pipeline and channel alignments, along with evaluating
general engineering seismology, groundwater effects, and corrosion potential for foundation
soils. Recommendations for pipeline and drainage channel design included allowable bearing
pressures, resistance to uplift, lateral earth pressures, frictional resistance, and channel and
culvert backfill.
Grove Avenue Grade Separation, Ontario, California
AMEC provided services for a seismic study for the design and construction of the grade
separation of Grove Avenue at the Union Pacific Railroad. The study included design and
estimated ground acceleration considerations. The grade separation is located along an
existing railroad alignment and intersects with Grove Avenue. The final design of the structure
called for a four-span, open abutment structure, approximately 168 feet long and 34 feet wide.
The entire project included storm drain realignment, utility realignments, and roadway
imQ[Qvements to accommodate the new structure.
AMEC EARTH & ENVIRONMENTAL, INC
Proposal No. 006-049
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ATTACHMENT 1, EXHIBIT C
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City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino, California
Public Agency Projects
AMEC believes that the experience of the firm and its technical team members are key in the
successful completion of future projects. Our firm and staff members have. extensive
experience on public works projects throughout Southern California.
On-Call Services for Geotechnical Engineering and Materials Testing
Anaheim, California
Client:
City of Anaheim
200 S. Anaheim Blvd.
Anaheim, California 92805
Ralph Harp; (714) 765-5785
AMEC Project Manager:
Other Key Personnel:
Start Date:
End Date:
John Thune
Douglas Dahncke
1999
On-going
Reference:
Description: Under contract with the City of Anaheim, AMEC has performed Geotechnical
engineering and materials testing for a number of city projects, some of which are highlighted
below:
. Dad Miller Golf Course Improvements, Clubhouse Addition
. Katella Avenue Improvements, Between Nutwood and Gilbert
. Magnolia Street Rehab, Between Lincoln and Broadway
. Dawling Sub-Station Improvements, Lincoln Avenue
. Tustin Avenue/91 Freeway Interchange Improvements
. Roosevelt Sub-Station Improvements, Various Streets
. Transmission and Distribution Line Installation, Various Streets
Etiwanda Debris Basin & Channel Improvements - San Bernardino County Flood
Control District
Client: San Bernardino County
Flood Control District
825 East Third Street
San Bernardino, California 92415
Reference: Mr. Jim Borcuk; (909) 387-7962
AMEC Project Manager:
Other Key Personnel:
Start Date:
End Date:
Douglas Bell
William Lu
January 2001
On-going
Description: AMEC is currently providing all geotechnical services in support of the Etiwanda
Creek Improvement project in Rancho Cucamonga, California. The proposed improvements
include the following:
. An Approximate 600 acre-foot debris basin with a dam embankment height of about 40
to 50 feet. Required maximum cuts and fills will be on the order of 70 and 50 feet,
respectively, in order to achieve design grade for the basin floor and dam crest.
. East and west levees will extend roughly one mile upstream of the debris basin inlet and
are to be constructed without disturbing protected lands located between them.
. A concrete outlet spillway and an open channel extending from the basin spillway outlet
approximately one mile downstream meeting an existing channel at Highland Avenue.
AMEC EARTH & ENVIRONMENTAL. INC
PrOposal No. 006-049
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ATTACHMENT 1, EXIllBIT C
City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino, California
. As part of AMEC's services a Seismic/Fault study was prepared for the site. This study
included detailed review of historical aerial photography, evaluation of regional and local
faulting conditions, and estimation of peak bedrock and ground accelerations.
Preparation of a foundation and grading design report included laboratory testing, engineering
analysis and formulation of design recommendations. Laboratory testing performed on soils
samples included grain size distribution, shear strength, permeability, and tri-axial compressive
strength. On-going engineering analysis includes evaluation of long-term and transient
groundwater seepage through proposed dam embankments, evaluation of foundation
conditions, bearing capacity and settlement potential of proposed embankments, and analysis
of slope stability of existing and proposed graded slopes.
San Sevaine Basin 5 Spillway and Dam - San Bernardino Flood Control District
Client: San Bernardino County AMEC Project Manager:
Flood Control District Other Key Personnel:
825 East Third Street Start Date:
San Bernardino, California 92415 End Date:
Reference: Mr. Bill Collins; (909) 387-7983
Douglas Bell
John Thune
August 2003
January 2005
Description: AMEC provided all geotechnical testing,
materials testing, and geologic inspection for the spillway
and dam construction associated with improvement of
San Sevaine Basin 5 in San Bernardino County. The
work involved construction of approximately 4400 lineal
feet of dam embankment which includes foundation
excavation, subgrade preparation, materials processing,
compaction of dam embankment fill, installation of
subdrains, and placement of rock slope protection. AMEC
supplied a fully equipped on-site field laboratory to assist
in the field testing and monitoring. The project was under the jurisdiction of the California
Division of Safety of Dams (DSOD), consequently on-site testing and inspection was provided
by State Certified technicians and a state engineering geologist.
San Bernardino County On-Call Materials Testing and Inspection Services
Various Locations, County of San Bernardino
AMEC is currently providing a variety of Laboratory Testing and Field Inspection and Testing
services for the County of San Bernardino on various projects. Our materials lab routinely
performs concrete compressive strength testing on samples delivered to our lab by SBCO
personnel. We have also performed a variety of testing on soils and aggregate samples as well
as complete asphalt testing and analysis for over 40 County projects. Our office location and
sample receiving area has made for easy drop oft of samples. We are very familiar with the
County's invoicing requirements and have modified our billing and reporting procedures to
conform with county requirements during the existing contract.
Client: San Bernardino County AMEC Project Manager: John Thune
Department of Public Works Start Date: 2003
825 East Third Street, Room 147 End Date: On-going
San Bernardino, California 92415
90275-5791
Reference: Mr. David R. Doublet
(909) 387-7936
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Proposal No. 006-049
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ATTACHMENT I, EXIllBIT C
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City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino, California
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San Ramon Landslide and Storm Drain Repair, Rancho Palos Verdes, California
Client: City of Rancho Palos Verdes AMEC Project Manager: Mark McLarty
30940 Hawthorne Boulevard Other Key Personnel: Douglas Bell
Rancho Palos Verdes, California Diane Borkowski
90275-5791 Start Date: 2000
Reference: Ms. Carolynn Petru, End Date: 2002
Assistant City Manager; (310) 544-5203
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Description: As a member of the City's design
team, AMEC provided geotechnical services for
repair of a landslide and storm drain. The project
site was located within a steep sided canyon that
separates residential areas accessed by San
Ramon Drive and Calle Aventura just southwest
of Palos Verdes Drive East in the City of Rancho
Palos Verdes. The pre-existing storm drain
system was both undersized and its outlet was
improperly located in the head of the canyon.
Discharge from the storm drain system eventually
eroded the canyon bottom and sidewalls, to the
extent that it undercut the adversely oriented bedding planes and an ancient landslide. Erosion
as a result of the heavy rainfall of 1997-98 activated the ancient landslide, threatening to cut off
access to four residential properties overlooking the canyon. Subsequently a brief and intense
rainfall event resulted in a complete backup of the system causing an overflow and catastrophic
erosion of the slope descending to the canyon.
AMEC provided the geotechnical guide for design of a 140-foot high slope that buttresses the
adverse geologic conditions and provides for a new storm drain system that will mitigate future
erosion of the canyon. The major challenges with respect to design of the system included
maintaining gross and surficial stability of the proposed slope while limiting the foot print of the
project due to environmental constraints that include endangered species and their habitat.
Ganesha Park Landslide - Remediation Project
Client: City of Pomona AMEC Project Manager: William Lu
Department of Public Works Start Date: September 2003
City Hall, 505 South Garey Avenue End Date:.March 2004
Pomona, California 91769
Reference: Mr. Hong Wang, Senior Civil Engineer
909-620-3783
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Description: AMEC was retained by the City of Pomona, to
investigate and remediate landsliding within city property at
Ganesha Park, Pomona. In this role, AMEC served as the lead
consultant and provided the City with finalized repair plans and
specifications. A semi-circular scarp of up to 12-feet in height
and extending 120-feet in length defines the upper landslide
boundary. The landslide resulted in obstruction of the adjacent
road (Paige Drive) with slope debris. It was determined that a
combination of failed slope irrigation and heavy rainfall triggered
the landsliding.
AMEC EARTH & ENVIRONMENTAL. INC
Proposal No. 006-049
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City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino, California
ATTACHMENT 1, EXHIBIT C
The work performed included excavation of geotechnical borings, laboratory testing, site
surveying, engineering analysis, preparation of a geotechnical findings report, and civil
construction plans. AMEC meet frequently with the City of Pomona during the life of the project
to discuss city objectives and proposed remediation alternatives with engineering cost
estimates. Plans and specifications were provided by AMEC for the final City selected repair,
which consisted of drainage improvements and debris control barriers.
Joplin Youth Ranch - Improvement Project
Client: Orange County Public Facilities AMEC Project Manager:
& Resource Department Other Key Personnel:
300 N. Flower Street, Room 509
Santa Ana, CA 92702
Mr. Rick Garza (714) 834-2783
Mr. Jim Miller 714834 2319
Reference:
Mark McLarty
Douglas Bell
Diane Borkowski
William Lu
2000
On-going
Start Date:
End Date:
Description: The Joplin Youth Center is an irregular-shaped parcel of roughly 300 acres
situation at the end of Rose Canyon Drive in a relatively isolated area of fairly steep
mountainous terrain roughly 3,500 feet north of Trabuco Creek. Existing improvements
associated with the Youth Center include numerous buildings and roadways that have primarily
been constructed on natural terrain or shallow cuts and fills.
The Improvement Project included six separate
proposed improvements, including remediation of
a landslide which destroyed a local service road
within the facility. The primary purpose of the
work was to provide baseline geoteChnical data
that was adequate for development of the
proposed engineering design, and that allowed a
more realistic estimate of project costs to be
developed. AMEC performed several stability
analyses. of the preliminary design to assess
those areas where additional geotechnical
information was critical to the design and ultimate
costing of the project.
One of the two main project cOITIPonents involved construction of a mechanically stabilized
earth (MSE) retammg wall at the head of a landslide situated on the westerly facing slope that
descends -from the edge of the youth Center's football field. The MSE structure is being
constructed to restore vehicular access to the field, redirect subsurface drainage away from the
landslide, augment subsurface drainage, and to mitigate the impact of future slope instabilities
on the football field.
The second main project component included the complete regrading of the existing sanitation
pond, a portion of the access roadway, the ascending natural slope to the northeast, and
descending slopes to the northwest and southeast. The purpose of the grading was to mitigate
the threat posed by existing landslides, and the potential for slope instability within the natural
slopes located below the existing pond. The grading is also intended to repair the erosion-
scarred natural slope that ascends from the northerly end of the pond.
AMEC EARTH & ENVIRONMENTAl. INC
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Proposal No. OQ6.049
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ATTACHMENT 1, EXHIBIT C
City of San Bernardino
SOO for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino. California
SECTION 4.0 - KEY PERSONNEL
Project Leadership
AMEC understands that the successful completion of a project highly depends on the personnel
assigned to manage tasks, budgets, and support personnel. With this philosophy, AMEC has
carefully selected highly qualified engineers, geologist, and technicians. In particular, we have
selected key personnel members who have experience with on-call contracts with agencies
throughout San Bernardino County.
Support Technical Personnel
AMEC realizes that each and every project is unique and requires a certain level of expertise
and staff capacity to successfully complete it. In order to ensure the highest level of quality, Mr.
Douglas Bell, Principal Engineer at AMEC is responsible for executing the firm's plan to ensure
that each and every project is adequately staffed. The design and planning for projects also
includes an evaluation of the current staff capabilities, experience, and training to ensure that a
synergy between the projects requirements and staff capabilities is developed.
If additional staff capacity or technical capability is required, AMEC also has a plan that can be
immediately executed to recruit certified, trained, and experienced personnel from other AMEC
offices.
Resumes of Key Personnel
The following pages contain a brief history of the key personnel selected for this on-call
contract. Each of the members assigned to this contract will be responsible for managing their
respective disciplines on this contract with the exception of our principal engineer, who will be
manager for the entire team and contract budget. Complete resumes of our key personnel will
be furnished upon request.
John H. Thune"
Unit Manager
Project Responsibility
As Unit Manager, Mr. Thune is responsible for supervision and coordination of professionals
and technicians performing geotechnical and geologic services. He has experience with
numerous types of projects, including residential, commercial, industrial, hospitals,
transportation, and public works projects. Public projects include wastewater treatment
plants, pipelines, levees, libraries, schools, prisons and detention facilities, bridges and
roads. He has worked on many commercial and industrial developments including the
closure of hazardous waste sites. Mr. Thune is also responsible for internal OAlOC, and
client relations.
Education
James Madison University, B.S. Degree in Communications
AMEC EARTH & ENVIRONMENTAL. INC
Proposal No. 006-049
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ATTACHMENT 1, EXHIBIT C
City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
... Various Capital Improvement Projects
San Bernardino. California
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Professional Qualifications
City of Los Angeles, Registered Deputy Inspector - Grading
ACI- Concrete Strength Testing Technician/Concrete Field Testing Technician
NICET Level 111- Geotechnical Engineering Technology Construction
Project history
. San Sevaine Channel and Retention Basins
. Upper Oso Reservoir Bridge, Foothill Transportation Corridor
. Rancho Cucamonga Police Station and Civic Center
. Cerritos Millennium Library Project
. Walnut City Hall Project
. City of Fountain Valley On-Call Materials Testing Services
. Burbank Airport On-Call Inspection and Testing Services
. Burbank Airport Terminal Expansion, Burbank, California
. Anaheim Hills Golf Course Clubhouse, Anaheim, California
. 1-5Nista Hermosa Interchange, San Clemente, California
. On-Call Testing Services, City of Anaheim, California
Douglas R. Bell, R.C.E., G.E.
Principal Engineer
. Project Responsibility
Mr. Douglas R. Bell will be the Principal Engineer for the AMEC team. Mr. Bell will also
provide technical advisory services and oversight concerning geotechnical issues
associated with a project that is assigned to AMEC under this contract.
Education,
McGill University, BSCE, 1980
Professional Qualifications
California Civil Engineer No. C40516
California Geotechnical Engineer No. GE2140
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Project History
. San Sevaine Channel and Retention Basins
. Upper Oso Reservoir Bridge, Foothill Transportation Corridor
. Burbank Airport On-Call Inspection and Testing Services
. SR-138 Widening Improvements
. East Garden-Grove Wintersburg Channel
. Warner System Bypass Pipeline
. Gypsum Canyon Bridge
. Interchange Improvements and Retaining Walls of the SR-57 and SR-91 Interchange
. San Joaquin Hills Transportation Corridor
. Upper Oso Reservoir Bridge,. Foothill Transportation Corridor
. 1-5/SR-55 Interchange Improvements
. Pacific Coast highway (Route 1) over the Santa Ana River
AMEC EARTH & ENVIRONMENTAl. INC
Proposal No. 006-049
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ATTACHMENT 1, EXlllBIT C
City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services
Various Capital Improvement Projects
San Bernardino, California
Douglas Dahncke
Senior Engineer
Project Responsibility
Mr. Douglas Dahncke will be assigned to this contract as Senior Engineer. Mr. Dahncke has
over 16 years of experience in geotechnical engineering. Mr. Dahncke will work closely with
the principal engineer to address the County's task orders as they are assigned to AMEC.
He will be responsible for the daily management of the project team and subconsultants.
Mr. Dahncke's experience includes major roadway projects, and public infrastructures for
various municipalities.
Professional qualifications
California Registered Civil Engineer No. 47187 (Expires December 31,2005)
California Geotechnical Engineer No. GE2279 Education (Expires December 31,2005)
Education
California State University, Long Beach, M.S. Geotechnical Engineering, 1991
California State Polytechnic, Pomona, B.S. Civil Engineering, 1988
Memberships
American Society of Civil Engineers
Chi Epsilon
Project History
. State Route 30, San Bernardino County
. Hunts Lane Grade Separation, City of San Bernardino
. City of Anaheim, On-call Geotechnical Services
. San Joaquin Hills Transportation Corridor
. La Paz Road Widening, County of Orange
. Frank R. Bowerman Landfill
. Fullerton City Yard Modernization Project
. Fire Stations No. 22 and 118
. Northbound SR-55 and Southbound SR-73 Bristol Street Connector
. Seismic Bridge Retrofit of 6 Bridges in Orange County
AMEC EARTH & ENVIRONMENTAL. INC
Proposal No. 006-049
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ATTACHMENT 1, EXHIBIT C
City of San Bernardino
soa for On-Call Geotechnical and Materials Testing Services.
Various Capital Improvement Projects
San Bernardino. California
Scott Kerwin
Senior Geologist
Professional summary
Mr. KelWin specializes in geological evaluation of landslide terrain within southern California.
Existing and/or intended land use in many instances has required development and
implementation of site specific engineering designs for ground stabilization. Mr. KelWin has
been responsible for geotechnical aspects of numerous civil and land development projects,
encompassing evaluation, design, management, and construction. Projects have included
both existing and proposed residential tracts, pipelines, roads, coastal structures,
impoundments, landfills, tanks, hospitals, and various commercial structures.
Professional qualifications
California Registered Geologist No. 3980
California Certified Engineering Geologist No. 1267
Education
University of California at Los Angeles, B.Sc. in Geology, 1971
Memberships
Member: Association of Engineering Geologists (AEG)
Affiliate Member: American Society of Civil Engineers
Project History
. Bolsa ChicalWarner Mesa Residential Project
. UNOCAL Dehydration Facilities in Tonner Canyon
. Cove Road Slope Restoration
. Dana Point Headlands
. Treasure Island Resort
Huntington Beach Pier Restoration
. Dana Point Harbor
Tomas landaverde
Senior Engineering Technician
Professional Summary
Mr. Landaverde worked as a Field Engineer and/or Engineering Technologist, materials
testing specialist, with extensive experience in laboratory and field work; concrete, soil
cement, asphaltic concrete mix design/analysis, and pile inspection (Steel, Wood, Pre-cast
concrete, CIDH Piles). Mr. Landaverde has also performed inspection of Soil Nailingl
Tiebacks construction. He has performed quality assurance and quality control inspection
and testing of earthwork, concrete, soil cement, and asphalt. Mr. Landaverde has worked
on projects that require CALTRANS, ASTM, ACI, FAA, and AASHTO standards and
specifications.
AMEC EARTH & ENVIRONMENTAl.. INC
Proposal No. 006-049
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ATTACHMENT I, EXHIBIT C
..
City of San Bernardino
SOO for On-Call Geotechnical and Materials Testing Services
.. Various Capital Improvement Projects
San Bernardino, California
Education
University of EI Salvador, Central America: B.SC Civil Engineering
Memberships/Certifications
Salvadoran Association of Engineers and Architects. (ASIA), EI Salvador
The Association of Professional Engineers, Geologist and Geophysicists of Alberta
(APEGGA), Alberta, Canada. (Examinee)
Caltrans Certified Materials Tester
ACI Certified
Project History
. On-Call Testing Services for the County of San Bernardino
. San Sevaine Channel and Retention Basins
. Rancho Cucamonga Police Station and Civic Center
. Ontario Mills
. Burbank Airport Terminal Expansion, Burbank, California
. Vandenberg Air Force Base Missile Bridge, Lompoc, California
. St. Regis Hotel and Parking Structure (Monarch Beach Resort), Dana Point, California
Marta Landaverde
Laboratory Manager
Professional Summary
Ms. Landaverde has extensive laboratory testing experience with soils and aggregates, soil
cement, asphalt, and concrete. Ms. Landaverde has performed mix design for both concrete
and asphalt mixtures. She is certified for analysis and testing in accordance with
CAL TRANS, ACI, ASTM, FAA, and AASHTO standards. She has performed Geotechnical
Engineering investigations and analysis on a variety of projects. Her advanced testing
expertise includes direct shear and unconfined tests of bedrock cores, triaxial tests,
permeability tests, Stabilometer tests, and Maximum Theoretical Density Test (Rice
Method). Ms. Landaverde's experience also includes analysis of structural designs for
bridges, retaining and gravity walls, bearing and foundation walls, hydrologic calculation for
major and minor drainage. As laboratory manager for the Ontario office, Mrs. Landaverde is
responsible for Laboratory Certifications, testing QAlQC, client relations, and Project
Management.
Education
University of EI Salvador, Central America: B.Sc. (Civil Engineering), 1986
Central American Technological Institute, Civil Engineering Technologist, 1979
Abboltsfield School of Computer Applications, Comprehensive AutoCAD-Release 12, 1992
Memberships/Certifications
Salvadoran Association of Engineers and Architects. (ASIA), EI Salvador
1998/Caltrans - Soils, Concrete, Asphalt concrete
The Association of Professional Engineers, Geologists of Alberta, Canada (Examinee)
2000/NICET - Soils, Concrete, Asphalt
2000/ACI - Concrete
AMEC EARTH & ENVIRONMENTAL. INC
Proposal No. Q06..049
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ATTACHMENT 1, EXHIBIT C
..
City of San Bernardino
SOO for On-Call Geotechnical and Materials Testing Services
. Various Capital Improvement Projects
San Bernardino, California
The following AMEC personnel may provide additional support:
Team Member RegistratIOn Yrs. Project Role
Exp.
Mark McLarty R.G. - CA (3658) 26 Project Geologist
C.E.G. - CA 111071
Diane Borkowski 4 Field Geologist
Dennis Brown ACI; Caltrans Certified 13 Deputy Special Inspector,
ICC/ICBO Structural Steel, Soil/Field Technician
Concrete, Pre-Stressed
Concrete, Masonry, and
Fireoroofing
Kevin Conner ACI; Caltrans Certified 8 Soil/Field Technician
Allan Stone ACI 17 Soil/Field Technician
Edgar Robles Caltrans Certified 3 Soil/Field Technician
William Aguilera Caltrans Certified 3 Soil/Field Technician
Crystal Harris ACI; ICCIICBO Reinforced 8 Deputy Special Inspector
Concrete, and Masonry
AMEC EARTH & ENVIRONMENTAl. INC
Proposal No. 006-ll49
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ATTACHMENT 1, EXHIBIT C
City of San Bernardino
SOO for On.CalJ Geotechnical and Materials Testing Services
'J Various Capital Improvement Projects
San Bernardino, California
.
AMEC EARTH & ENVIRONMENTAl, INC
Organizational Chart
~
Development Services
Department
19
Technical Staff
. Dennis Brown
Kevin COMer
AllanSlone.i
Proposal No. 006-049
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City of San Bernardino
SOC for On-Call Geotechnical and Materials Testing Services
Various Capita/Improvement Projects
San Bernardino, California
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SECTION 5.0 - REFERENCES
ATTACHMENT 1, EXHIBIT C
AMEC encourages the City to contact the references listed below with regard to our
performance on public work capital improvement projects.
Name Agency Phone Project
Bill Collins
San Bernardino County Flood
control District
San Bernardino County Flood
Control District
City of Anaheim
San Bernardino County Flood
Control District
San Bernardino County
De artment of Public Works
Jim Borcuk
Ralph Harp
John Robbins
David Doublet
AMEC EARTH & ENVIRONMENTAl, INC
(909) 387-7983
(909) 387-7962
(714) 765-5785
(909) 387-8104
(909) 387-7936
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San Sevaine Basin #5
Etiwanda Debris Basin
On-Call Geotechnical and
Testin Services
San Sevaine Basin #5
San Bernardino County
Materials Testin On-Call
Proposal No. 006-049
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APPENDIX
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ATTACHMENT I, EXHIBIT C
ATTACHMENT I, EXHIBIT C
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PROPOSER'S CERTIFICATION AND ACKNOWLEDGMENT OF ADDENDA FOR
GEOTECHNICAL INVESTIGA TJONS AND CONSTRUCTION MA TERJAL TESTING
SERVICES
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The undersigned hereby certifies that I am an officer of the firm submitting the attached
proposal and that I am authorized to submit said proposal on behalf of my firm. I hereby
bind my Firm to this proposal and state the following (if submitting a proposal): .
This offer shall remain valid for 90 days from the RFP close date; and
All terms and conditions as set forth in this RFP shall apply to this offer; and
In signing this offer, J warrant that all certifications and documents requested herein are
attached and properly completed and signed; and
I certify that I have received all addenda as indicated below and have incorporated the
addenda in the attached proposal.
Verification of Addenda Received
Addendum No: Received on:
Addendum No: Received on:
Addendum No: Received on:
e Proposal. Attached: Yes -L No . If No, Please sign, date, provide company
information and explain ~eason for not sUbmi~n re~?rz;elow.
Authorized Signature: ':#: =:JZ...
Print Signer's Name and Title:
Date Signed:
J:JHN H. -ntv~€"-rr.
U Mrr M4AJAM:fL
9. ZS: 00
AMeC CAtt:rW,;" eNtb:f?.tNIIf"~L:IJ..c.
4 2LJ15~VlA IIwA ~ 5tzU€" F}
{)t-..m,R:I::IJ C-If 917t /
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Company Name & Address:
Phone: 9f1-WS=~:;-()O
Fax: ?$t".as:~02.-
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_emarks:
Pagc~llfl-J
ATTACHMENT 2, EXIllBIT C
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Sillllll'I'/IiII'lHlIlI
PRICE FORM
GEOTECHNICAL INVESTIGATIONS AND
CONSTRUCTION MATERIAL TESTING SERVICES
September 25, 2006
PROPOSER'S NAME: AMeG ~AerM i tNilIJ'aJ;fIl!1JT!J LjiM..
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(To be submitted in a sealed envelope separate from proposal documents)
The undersigned Proposer, if offered, hereby certifies that it will accept an annual
purchase order effective on or about December 1, 2006 and running through
June 30, 2007 for Geotechnical Investigations and Construction Material
Testing Services for Capital Improvement Projects on an as-needed basis with no
guaranteed usage
The undersigned Proposer understands that, if exercised by the City, an optional
one-year extension, as provided in the agreement, shall be effective on or about
July 1, 2007 and running through June 30, 2008, and that actual option year
pricing shall be negotiated with the Proposer prior to exercising of any given option
year; however, the option year extension shall not become effective until issuance
by the City of a duly authorized Purchase Order.
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Please provide detailed Firm Fixed Prices in the spaces provided below and any
other incidental or additional Prices required for completing the Technical
Specification requirements.
Proposed unit price for routine Services:
l. 1 - 4 Each Compaction Tests (including curves) Unit Price 6S.00Each
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5 - 20 Per site visit Unit Price "0.00 Each
20+ Unit Price ~ Each
2. 20 (Sets) Each Concrete Cylinder per Set & Unit Price 17~40 Each
Testing (including collection tests and report)
3. 10 Each Asphalt Extraction Unit Price 140.~ach
4. 40 Each Asphalt Compaction Unit Price Ut:l. DO Each
5. 10 Each Soil Gradation/Screen Analysis Unit Price 1~s:'XEach
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6. 50 Hours Grading Observation Unit Price "S:--i:IHour
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8. 10
Hours Engineering Geologist Investigation c
Consultation Unit Price 1I0.{>>.jour
Each Soil Boring to 15'
Unit Price 7~/JlEach
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ATTACHMENT 2, EXHIBIT C
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PRICE FORM (CONTINUED)
GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL
TESTING SERVICES
9. 10
Unit Price 80.00 Each
Unit Price ~ Each
Each Pavement Bore (asphalt)
10. 10
Each Concrete Core
Are there any other additional or incidental prices, which will be required by your
~'n order to meet the requirements of the Technical Specifications? Yes I
No (circle one). If you answered "Yes", please provide detail of said additional
Ices:
This offer shall remain firm for 90 days from RFP close date.
Terms and conditions as set forth in this RFP apply to this submittal.
In signing this offer, Proposer warrants that all certifications and
requested herein are attached and properly completed and signed.
9l'J. ~Jf-
JO;f/J H. -m~-rL
j)~MAIJ~~
9'2~--Ob
documents
Authorized Signature:
Print Signer's Name and Title:
Date Signed:
Company Name & Address:
,4fAfL €flrcru ~ €MIIRt1tJ~4:tU:..
"",1.01 S4t.JlA 4"'4 5r. SitMg.p
I
OJjfAf2<rO CA 9/7(.,/
,
Phone:9d9-~.).'6Stlo
Fax: 9,J9-bOS:-bS"tJ 7-
Page 2 01'2