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CITY OF ARCADIA
PROFESSIONAL SERVICES AGREEMENT
1. PARTIES AND DATE.
This Agreement is made and entered into this /�M day ofJ 2Qer" . 2004 by
and between the City of Arcadia, a municipal organization organized under the laws of the State
of California with its principal place of business at 240 West Huntington Drive, Arcadia,
California 91066 -6021 ( "City ") and CONVERSE CONSULTANTS, a California Corporation,
with its principal place of business at 222 East Huntington Drive, Suite 211, Monrovia, CA.
91016 ( "Consultant "). City and Consultant are sometimes individually referred to as "Party" and
collectively as "Parties."
2. RECITALS.
2.1 Consultant.
Consultant desires to perform and assume responsibility for the provision of certain
professional services required by the City on the terms and conditions set forth in this
Agreement. Consultant represents that it is experienced in providing geotechnical engineering
services to public clients, is licensed in the State of California, and is familiar with the plans of
City.
2.2 Project.
City desires to engage Consultant to render such services for the Proposed New Fire
Station Headquarters project ( "Project ") as set forth in this Agreement.
3. TERMS.
3.1 Scope of Services and Term.
3.1.1 General Scone of Services. Consultant promises and agrees to furnish to
the City all labor, materials, tools, equipment, services, and incidental and customary work
necessary to fully and adequately supply the geotechnical engineering services necessary for the
Project ( "Services "). The Services are more particularly described in Exhibit "A" attached
hereto and incorporated herein by reference. All Services shall be subject to, and performed in
accordance with, this Agreement, the exhibits attached hereto and incorporated herein by
reference, and all applicable local, state and federal laws, rules and regulations.
3.1.2 Term. The term of this Agreement shall be from September 13, 2004 to
November 15, 2004, unless earlier terminated as provided herein. Consultant shall complete the
Services within the term of this Agreement, and shall meet any other established schedules and
deadlines.
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3.2 Responsibilities of Consultant.
3.2.1 Control and Payment of Subordinates; Independent Contractor. The
Services shall be performed by Consultant or under its supervision. Consultant will determine
the means, methods and details of performing the Services subject to the requirements of this
Agreement. City retains Consultant on an independent contractor basis and not as an employee.
Consultant retains the right to perform similar or different services for others during the term of
this Agreement. Any additional personnel performing the Services under this Agreement on
behalf of Consultant shall also not be employees of City and shall at all times be under
Consultant's exclusive direction and control. Consultant shall pay all wages, salaries, and other
amounts due such personnel in connection with their performance of Services under this
Agreement and as required by law. Consultant shall be responsible for all reports and
obligations respecting such additional personnel, including, but not limited to: social security
taxes, income tax withholding, unemployment insurance, disability insurance, and workers'
compensation insurance.
3.2.2 Schedule of Services. Consultant shall perform the Services
expeditiously, within the term of this Agreement, and in accordance with the Schedule of
Services set forth in Exhibit "B" attached hereto and incorporated herein by reference.
Consultant represents that it has the professional and technical personnel required to perform the
Services in conformance with such conditions. In order to facilitate Consultant's conformance
with the Schedule, City shall respond to Consultant's submittals in a timely manner. Upon
request of City, Consultant shall provide a more detailed schedule of anticipated performance to
meet the Schedule of Services.
3.2.3 Conformance to Applicable Requirements. All work prepared by
Consultant shall be subject to the prior written approval of City.
3.2.4 Substitution of Key Personnel. Consultant has represented to City that
certain key personnel will perform and coordinate the Services under this Agreement. Should
one or more of such personnel become unavailable, Consultant may substitute other personnel of
at least equal competence upon prior written approval of City. In the event that City and
Consultant cannot agree as to the substitution of key personnel, City shall be entitled to terminate
this Agreement for cause. As discussed below, any personnel who fail or refuse to perform the
Services in a manner acceptable to the City, or who are determined by the City to be
uncooperative, incompetent, a threat to the adequate or timely completion of the Project or a
threat to the safety of persons or property, shall be promptly removed from the Project by the
Consultant at the request of the City. The key personnel for performance of this Agreement are
as follows: William Chu, Hashmi Quazi and Michael Cook.
3.2.E City's Representative. The City hereby designates Don Penman, Assistant
City Manager /Development Services Director, or his designee, to act as its representative for the
performance of this Agreement ("City's Representative "). City's Representative shall have the
power to act on behalf of the City for all purposes under this Contract. Consultant shall not
accept direction or orders from any person other than the City's Representative or his or her
designee.
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3.2.6 Consultant's Representative. Consultant hereby designates William H.
Chu, P.E., G.E., or his designee, to act as its representative for the performance of this
Agreement ( "Consultant's Representative "). Consultant's Representative shall have full
authority to represent and act on behalf of the Consultant for all purposes under this Agreement.
The Consultant's Representative shall supervise and direct the Services, using his best skill and
attention, and shall be responsible for all means, methods, techniques, sequences and procedures
and for the satisfactory coordination of all portions of the Services under this Agreement.
3.2.7 Coordination of Services. Consultant agrees to work closely with City
staff in the performance of Services and shall be available to City's staff, consultants and other
staff at all reasonable times.
3.2.8 Standard of Care; Performance of Employees. Consultant shall perform
all Services under this Agreement in a skillful and competent manner, consistent with the
standards generally recognized as being employed by professionals in the same discipline in the
State of California. Consultant represents and maintains that it is skilled in the professional
calling necessary to perform the Services. Finally, Consultant represents that it, its employees
and subcontractors have all licenses, permits, qualifications and approvals of whatever nature
that are legally required to perform the Services, including a City Business License, and that
such licenses and approvals shall be maintained throughout the term of this Agreement. As
provided for in the indemnification provisions of this Agreement, Consultant shall perform, at its
own cost and expense and without reimbursement from the City, any services necessary to
correct errors or omissions which are caused by the Consultant's failure to comply with the
standard of care provided for herein. Any employee of the Consultant or its sub - consultants who
is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely
completion of the Project, a threat to the safety of persons or property, or any employee who fails
or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed
from the Project by the Consultant and shall not be re- employed to perform any of the Services
or to work on the Project.
3.2.9 Laws and Reaulations. Consultant shall keep itself fully informed of and
in compliance with all local, state and federal laws, rules and regulations in any manner affecting
Consultant's performance of the Project or the Services, including all Cal /OSHA requirements,
and shall give all notices required by law. Consultant shall be liable for all violations of such
laws and regulations in connection with its Services. If the Consultant performs any work
knowing it to be contrary to such laws, rules and regulations and without giving written notice to
the City, Consultant shall be solely responsible for all costs arising therefrom. Consultant shall
defend, indemnify and hold City, its officials, directors, officers, employees and agents free and
harmless, pursuant to the indemnification provisions of this Agreement, from any claim or
liability arising out of any of Consultant's failure or alleged failure to comply with such laws,
rules or regulations.
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3.2. 10 Insurance.
3.2.10.1 Time for Compliance. Consultant shall not commence
Work under this Agreement until it has provided evidence satisfactory to the City that it has
secured all insurance required under this section. In addition, Consultant shall not allow any
subcontractor to commence work on any subcontract until it has provided evidence satisfactory
to the City that the subcontractor has secured all insurance required under this section; provided,
however, that in lieu thereof, the Consultant may provide evidence to the City that all
subcontractors are additional insureds under the Contractor's policies of insurance.
3.2.10.2 Minimum Requirements. Consultant shall, at its expense,
procure and maintain for the duration of the Agreement insurance against claims for injuries to
persons or damages to property which may arise from or in connection with the performance of
the Agreement by the Consultant, its agents, representatives, employees, subcontractors and
volunteers. Consultant shall also name and obtain insurer's consent to naming City, its directors,
officials, officers, employees, agents and volunteers as an additional insured with proof of
certificate of insurance that they are an additional insured. Such insurance shall meet at least the
following minimum levels of coverage:
(A) Minimum Scope of Insurance. Coverage shall be when
commercially available (occurrence based) at least as broad as the latest version of the following:
(1) General Liability: Insurance Services Office Commercial General Liability coverage for
premises and operations, contractual liability, personal injury, bodily injury, independent
contractors, broadform property damage, explosion, collapse, and underground, products and
completed operations (2) Automobile Liability: Insurance Services Office Business Auto
coverage for any auto owned, leased, hired, and borrowed by Consultant or for which Consultant
is responsible; and (3) Workers' Compensation and Employer's Liability: Workers'
Compensation insurance as required by the State of California and Employer's Liability
Insurance.
City, its directors, officials, officers, employees, agents and volunteers shall be listed as
additional insured. Any deductibles or self - insured retentions must be declared to and approved
by City and conform to the requirements provided in Section 3.2.10.6 herein.
(B) Minimum Limits of Insurance. Consultant shall maintain
limits no less than: (1) General Liability: $1,000,000 combined single limit per occurrence for
bodily injury, personal injury and property damage, with an aggregate limit of $2,000,000. If
Commercial General Liability Insurance or other form with general aggregate limit is used,
either the general aggregate limit shall apply separately to this Agreement/location or the general
aggregate limit shall be twice the required occurrence limit; (2) Automobile Liability: $1,000,000
combined single limit per accident for bodily injury and property damage; and (3) Workers'
Compensation and Employer's Liability: Workers' Compensation limits as required by the Labor
Code of the State of California. Employer's Liability limits of $1,000,000 per accident for
bodily injury or disease.
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3.2.10.3 Professional Liability. Consultant shall procure and
maintain, and require its sub - consultants to procure and maintain, for a period of three (3) years
following completion of the Project, errors and omissions liability insurance appropriate to their
profession. Such insurance shall be in an amount not less than 51,000,000 per claim.
3.2.10.4 Insurance Endorsements. The insurance policies shall
contain the following provisions, or Consultant shall provide endorsements on forms supplied or
approved by the City to add the following provisions to the insurance policies:
(A) General Liability. The general liability policy shall be
endorsed to state that: (1) the City, its directors, officials, officers, employees and volunteers
shall be covered as additional insured with respect to liability arising out of Services operations
and for completed operations performed by or on behalf of the Consultant, including materials,
parts or equipment furnished in connection with such work; and (2) the insurance coverage shall
be primary insurance as respects the City, its directors, officials, officers, employees and
volunteers, or if excess, shall stand in an unbroken chain of coverage excess of the Consultant's
scheduled underlying coverage. Any insurance or self - insurance maintained by the City, its
directors, officials, officers, employees and volunteers shall be excess of the Consultant's
insurance and shall not be called upon to contribute with it in any way.
(B) Automobile Liability. The automobile liability policy shall
be endorsed to state that: (1) the City, its directors, officials, officers, employees, agents and
volunteers shall be covered as additional insureds with respect to the ownership, operation,
maintenance, and use of any auto owned, leased, hired or borrowed by the Consultant or for
which the Consultant is responsible; and (2) the insurance coverage shall be primary insurance as
respects the City, its directors, officials, officers, employees, agents and volunteers, or if excess,
shall stand in an unbroken chain of coverage excess of the Consultant's scheduled underlying
coverage. Any insurance or self - insurance maintained by the City, its directors, officials,
officers, employees, agents and volunteers shall be excess of the Consultant's insurance and shall
not be called upon to contribute with it in any way.
(C) Workers' Compensation and Employers Liability
Coverage. The insurer shall agree to waive all rights of subrogation against the City, its directors,
officials, officers, employees, agents and volunteers for losses paid under the terms of the
insurance policy which arise from work performed by the Consultant.
(D) All Coverages. Each insurance policy required by this
Agreement shall state that: (A) coverage shall not be, reduced or canceled except after thirty
(30) days prior written notice of cancellation, or of intended non - renewal; provided, however,
that in the event of cancellation due solely to non - payment of premium, ten (10) days notice of
cancellation for non - payment of premium may instead be given to the City; and (B) any failure
to comply with reporting or other provisions of the policies, including breaches of warranties,
shall not affect coverage provided to the City, its directors, officials, officers, employees, agents
and volunteers.
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3.2.10.5 Separation of Insureds• No Special Limitations. All
insurance required by this Section shall contain standard separation of insureds provisions. In
addition, such insurance shall not contain any special limitations on the scope of protection
afforded to the City, its directors, officials, officers, employees, agents and volunteers.
3.2.10.6 Deductibles and Self- Insurance Retentions. Any
deductibles or self - insured retentions must be declared to and approved by the City. Consultant
shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate
such deductibles or self - insured retentions as respects the City, its directors, officials, officers,
employees, agents and volunteers; or (2) the Consultant shall procure a bond guaranteeing
payment of losses and related investigation costs, claims and administrative and defense
expenses.
3.2.10.7 Acceptability of Insurers. Insurance, except for workers
compensation with State Fund, is to be placed with insurers with a current A.M. Best's rating no
less than A:VIII, licensed to do business in California, and satisfactory to the City.
3.2.10.8 Verification of Coverage. Consultant shall furnish City
with complete and accurate copies of current certificates of insurance and endorsements
effecting coverage required by this Agreement on forms satisfactory to the City. The certificates
and endorsements for each insurance policy shall be signed by a person authorized by that
insurer to bind coverage on its behalf, and shall be on forms provided by the City if requested.
Copies of all certificates and endorsements must be received and approved by the City before
work commences. The City reserves the right to require complete, certified copies of all
required insurance policies, at any time.
3.2.10.9 Safety. Consultant shall execute and maintain its work so
as to avoid injury or damage to any person or property. In carrying out its Services, the
Consultant shall at all times be in compliance with all applicable local, state and federal laws,
rules and regulations, and shall exercise all necessary precautions for the safety of employees
appropriate to the nature of the work and the conditions under which the work is to be
performed. Safety precautions as applicable shall include, but shall not be limited to: (A)
adequate life protection and life saving equipment and procedures; (B) instructions in accident
prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall
protection ladders, bridges, gang planks, confined space procedures, trenching and shoring,
equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully
required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and
maintenance of all safety measures.
3.2.10.10 Material Breach. Lack of insurance does not negate
Consultant's obligations under this Agreement. Maintenance of proper insurance coverage is a
material element of this Agreement and failure to maintain or renew coverage or to provide
evidence of renewal may be treated by the City as a material breach of the Agreement.
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3.3 Fees and Payments.
3.3.1 Comnensation. Consultant shall receive compensation, including
reimbursements which receive the City's prior written authorization, for all Services rendered
under this Agreement at the rates set forth in Exhibit "C" attached hereto and incorporated herein
by reference. The total compensation shall not exceed Ten Thousand Four Hundred Seventy
Dollars and zero cents ($10,470.00) without written approval of the City Engineer. Extra Work
may be authorized, as described below, and if authorized, will be compensated at the rates and
manner set forth in this Agreement.
3.3.2 Payment of Compensation. Consultant shall submit to City a monthly
itemized statement which indicates work completed and hours of Services rendered by
Consultant. The statement shall describe the amount of Services and supplies provided since the
initial commencement date, or since the start of the subsequent billing periods, as appropriate,
through the date of the statement. City shall, within forty -five (45) days of receiving such
statement, review the statement and pay all approved charges thereon.
3.3.3 Reimbursement for Expenses. Consultant shall not be reimbursed for any
expenses unless prior written authorization is obtained from the City.
3.3.4 Extra Work. At any time during the term of this Agreement, City may
request that Consultant perform Extra Work. As used herein, "Extra Work" means any work
which is determined by City to be necessary for the proper completion of the Project, but which
the parties did not reasonably anticipate would be necessary at the execution of this Agreement.
Consultant shall not perform, nor be compensated for, Extra Work without prior written
authorization from City's Representative.
3.4 Accounting Records.
3.4.1 Maintenance and Inspection. Consultant shall maintain complete and
accurate records with respect to all costs and expenses incurred under this Agreement. All such
records shall be clearly identifiable. Consultant shall allow a representative of City during
normal business hours to examine, audit, and make transcripts or copies of such records and any
other documents created pursuant to this Agreement. Consultant shall allow inspection of all
work, data, documents, proceedings, and activities related to the Agreement for a period of three
(3) years from the date of final payment under this Agreement.
3.5 General Provisions.
3.5.1 Termination of Agreement.
3.5.1.] Grounds for Termination. City may, by written notice to
Consultant, terminate the whole or any part of this Agreement at any time and without cause by
giving written notice to Consultant of such termination, and specifying the effective date thereof,
at least seven (7) days before the effective date of such termination. Upon termination,
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Consultant shall be compensated only for those services which have been adequately rendered to
City, and Consultant shall be entitled to no further compensation. Consultant may not terminate
this Agreement except for cause.
3.5.1.2 Effect of Termination. If this Agreement is terminated as provided
herein, City may require Consultant to provide all finished or unfinished Documents and Data
and other information of any kind prepared by Consultant in connection with the performance of
Services under this Agreement. Consultant shall be required to provide such document and other
information within fifteen (15) days of the request.
3.5.1.3 Additional Services. In the event this Agreement is terminated in
whole or in part as provided herein, City may procure, upon such terms and in such manner as it
may determine appropriate, services similar to those terminated.
3.5.2 Delivery of Notices. All notices permitted or required under this
Agreement shall be given to the respective parties at the following address, or at such other
address as the respective parties may provide in writing for this purpose:
Consultant: Converse Consultants
222 E. Huntington Dr., Suite 211
Monrovia CA 91016
Attn: William H. Chu, P.E., G.E.
City: City of Arcadia
240 West Huntington drive
Arcadia, CA 91066 -6021
Attn: Don Penman, Assistant City Manager /Development Services
Director
Such notice shall be deemed made when personally delivered or when mailed, forty -eight (48)
hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its
applicable address. Actual notice shall be deemed adequate notice on the date actual notice
occurred, regardless of the method of service.
3.5.3 Ownership of Materials and Confidentiality.
3.5.3.1 Documents & Data• Licensing of Intellectual Property. This
Agreement creates a non - exclusive and perpetual license for City to copy, use, modify, reuse, or
sublicense any and all copyrights, designs, and other intellectual property embodied in plans,
specifications, studies, drawings, estimates, and other documents or works of authorship fixed in
any tangible medium of expression, including but not limited to, physical drawings or data
magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be
prepared by Consultant under this Agreement ( "Documents & Data "). Consultant shall require
all subcontractors to agree in writing that City is granted a non- exclusive and perpetual license
for any Documents & Data the subcontractor prepares under this Agreement. Consultant
represents and warrants that Consultant has the legal right to license any and all Documents &
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Data. Consultant makes no such representation and warranty in regard to Documents & Data
which were prepared by design professionals other than Consultant or provided to Consultant by
the City. City shall not be limited in any way in its use of the Documents and Data at any time,
provided that any such use not within the purposes intended by this Agreement shall be at City's
sole risk.
3.5.3.2 Confidentiality. All ideas, memoranda, specifications, plans,
procedures, drawings, descriptions, computer program data, input record data, written
information, and other Documents and Data either created by or provided to Consultant in
connection with the performance of this Agreement shall be held confidential by Consultant.
Such materials shall not, without the prior written consent of City, be used by Consultant for any
purposes other than the performance of the Services. Nor shall such materials be disclosed to
any person or entity not connected with the performance of the Services or the Project. Nothing
furnished to Consultant which is otherwise known to Consultant or is generally known, or has
become known, to the related industry shall be deemed confidential. Consultant shall not use
City's name or insignia, photographs of the Project, or any publicity pertaining to the Services or
the Project in any magazine, trade paper, newspaper, television or radio production or other
similar medium without the prior written consent of City.
3.5.4 Cooperation; Further Acts. The Parties shall fully cooperate with one
another, and shall take any additional acts or sign any additional documents as may be necessary,
appropriate or convenient to attain the purposes of this Agreement.
3.5.5 Indemnification. Consultant shall defend, indemnify and hold the City, its
officials, officers, employees, volunteers and agents free and harmless from any and all claims,
demands, causes of action, costs, expenses, liability, loss, damage or injury, in law or equity, to
property or persons, including wrongful death, in any manner arising out of or incident to any
alleged negligent acts, omissions or willful misconduct of Consultant, its officials, officers,
employees, agents, consultants and contractors arising out of or in connection with the
performance of the Services, the Project or this Agreement, including without limitation the
payment of all attorney's fees and other related costs and expenses. Consultant shall defend, at
Consultant's own cost, expense and risk, any and all such aforesaid suits, actions or other legal
proceedings of every kind that may be brought or instituted against City, its directors, officials,
officers, employees, agents or volunteers. Consultant shall pay and satisfy any such judgment,
award or decree that may be rendered against City or its directors, officials, officers, employees,
agents or volunteers, in any such suit, action or other legal proceeding; except to the extent that
liability is caused by any negligence or willful misconduct by the City or its directors, officials,
officers, employees, agents or volunteers. Consultant shall reimburse City and its directors,
officials, officers, employees, agents and /or volunteers, for any and all legal expenses and costs
incurred by each of them in connection therewith or in enforcing the indemnity herein provided.
Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any,
received by the City, its directors, officials, officers, employees, agents or volunteers and shall
take effect immediately upon execution of this Agreement.
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3.5.6 Entire Agreement. This Agreement contains the entire Agreement of the
Parties with respect to the subject matter hereof, and supersedes all prior negotiations,
understandings or agreements. This Agreement may only be modified by a writing signed by
both Parties.
3.5.7 Governing Law. This Agreement shall be governed by the laws of the
State of California. Venue shall be in Los Angeles County.
3.5.8 Time of Essence. Time is of the essence for each and every provision of
this Agreement.
3.5.9 City's Right to Employ Other Consultants. City reserves right to employ
other consultants in connection with this Project.
3.5.10 Successors and Assigns. This Agreement shall be binding on the
successors and assigns of the Parties.
3.5.11 Assignment or Transfer. Consultant shall not assign, hypothecate, or
transfer, either directly or by operation of law, this Agreement or any interest herein without the
prior written consent of the City. Any attempt to do so shall be null and void, and any assignees,
hypothecates or transferees shall acquire no right or interest by reason of such attempted
assignment, hypothecation or transfer.
3.5.12 Construction; References; Captions. Since the Parties or their agents have
participated fully in the preparation of this Agreement, the language of this Agreement shall be
construed simply, according to its fair meaning, and not strictly for or against any Party. Any
term referencing time, days or period for performance shall be deemed calendar days and not
work days. All references to Consultant include all personnel, employees, agents, and
subcontractors of Consultant, except as otherwise specified in this Agreement. All references to
City include its elected officials, officers, employees, agents, and volunteers except as otherwise
specified in this Agreement. The captions of the various articles and paragraphs are for
convenience and ease of reference only, and do not define, limit, augment, or describe the scope,
content, or intent of this Agreement. .
3.5.13 Amendment: Modification. No supplement, modification, or amendment
of this Agreement shall be binding unless executed in writing and signed by both Parties.
3.5.14 Waiver. No waiver of any default shall constitute a waiver of any other
default or breach, whether of the same or other covenant or condition. No waiver, benefit,
privilege, or service voluntarily given or performed by a Party shall give the other Party any
contractual rights by custom, estoppel, or otherwise.
3.5.15 No Third Party Beneficiaries. There are no intended third party
beneficiaries of any right or obligation assumed by the Parties.
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3.5.16 Invalidity; Severability. If any portion of this Agreement is declared
invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining
provisions shall continue in full force and effect.
3.5.17 Prohibited Interests. Consultant maintains and warrants that it has not
employed nor retained any company or person, other than a bona fide employee working solely
for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not
paid nor has it agreed to pay any company or person, other than a bona fide employee working
solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration
contingent upon or resulting from the award or making of this Agreement. For breach or
violation of this warranty, City shall have the right to rescind this Agreement without liability.
For the term of this Agreement, no member, officer or employee of City, during the term of his
or her service with City, shall have any direct interest in this Agreement, or obtain any present or
anticipated material benefit arising therefrom.
3.5.18 Equal Opportunity Employment. Consultant represents that it is an equal
opportunity employer and it shall not discriminate against any subcontractor, employee or
applicant for employment because of race, religion, color, national origin, handicap, ancestry,
sex, sexual orientation or age. Such non - discrimination shall include, but not be limited to, all
activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment
advertising, layoff or termination. Consultant shall also comply with all relevant provisions of
City's Minority Business Enterprise program, Affirmative Action Plan or other related programs
or guidelines currently in effect or hereinafter enacted.
3.5.19 Labor Certification. By its signature hereunder, Consultant certifies that it
is aware of the provisions of Section 3700 of the California Labor Code which require every
employer to be insured against liability for Worker's Compensation or to undertake self -
insurance in accordance with the provisions of that Code, and agrees to comply with such
provisions before commencing the performance of the Services.
3.5.20 Authority to Enter Agreement. Consultant has all requisite power and
authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party
warrants that the individuals who have signed this Agreement have the legal power, right, and
authority to make this Agreement and bind each respective Party.
3.5.21 Counterparts. This Agreement may be signed in counterparts, each of
which shall constitute an original.
3.6 Subcontracting.
3.6.1 Prior Apnroval Required. Consultant shall not subcontract any portion of
the work required by this Agreement, except as expressly stated herein, without prior written
approval of City. Subcontracts, if any, shall contain a provision making them subject to all
provisions stipulated in this Agreement.
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CITY OF ARCADIA
By: urte By:
William R. Kelly
City Manager
Dated: % 2004
0
CONVERSE CONSULTANTS
[Name] N,14• , - Glir
AFFKUVtL)A�) tvrUxrvi:
E
Stephen P. Deitsch
City Attorney
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k;ONCUR:
Don Penman, Assistant City Manager/
Develo ment Services Dir ctor
EXHIBIT "A"
SCOPE OF SERVICES
Converse Consultants will provide personnel, equipment, and materials to conduct field
exploration laboratory testing, engineering analyses, and submit reports (one for Engineering
Geologic Report and the other for Geotechnical Report) with the results of the field exploration,
laboratory results and recommendations for the design and construction of the proposed project.
This proposal is for a geotechnical engineering services only. Converse scope of work will NOT
include an evaluation of potential for soil and /or groundwater contamination at the site. If it is
desired to expand our scope of work to include environmental sampling or testing, we will be
happy to discuss and develop a scope of work with you and present a separate proposal covering
the environmental testing.
FS
Exhibit "B"
SCHEDULE OF SERVICES
After boring locations have been marked, the USA requires 48 -hour advance notice for utility
clearance. Converse can begin subsurface exploration in four to five working days after receipt
of City's written authorization to proceed with mobilization of equipment weather and site
conditions permitting. We plan to complete the field exploration in one day. The laboratory
testing, engineering analyses, preparation and submission of the report will be completed by
October 13, 2004 if notice to proceed will be received no later than September 13, 2004. The
preliminary data and recommendations can be provided verbally during the course of the
investigation.
Mill
Exhibit "C"
COMPENSATION
Consulting services provided in accordance with Converse Consultants' Schedule of Fees, copies
of which are attached.
The cost breakdown for Converse Consultants' professional services is as follows:
SERVICE TYPE
TOTAL COST
Task I: Project Set-up
200. 00
Task II: Field Exploration
2,300.00
Task III: Laboratory Testing
1,500.00
Task IV: Reports Preparation (2 separate reports):
Engineering Geologic Report
--Geologic Evaluations
1,000.00
-- Seismic Evaluations
1,000.00
--Report Preparation and Reproduction
1,500.00
Geotechnical Report
-- Processing Boring Los
150.00
-- Drafting
120.00
-- Geotechnical Analyses
1,100.00
--Report Preparation and Reproduction
1,600.00
TOTAL
$10,470.00
Gl
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PAGE 18
CONVOSE CONSULTANTS
Schedule of Fees
Personnel
Introduction'
It is the objective of Converes Consultants to provide its clients with quality professional and technical services and a continuing source of
professional advice and opinions. Services will be performed In a manner consistent with that level of care and skill ordinarily exercised by
members of the profession currently practicing In the same locality under similar conditions. This fee schedule Is valid through January 31,
2005.
Hourly Charges for Personnel
Staff assignments will depend on personnel availability, job complexity, project site location and experience level required to satisfy the
technical requirements of the projedt and to most the prevailing standard of professional are.
Field Technical Services
Construction Inspector - ICBO and/or DSA certified (concrete, masonry, affuctural steel, fireproofing,
includes concrete batch plant and local steel fabrication Inspections) 852
Ultrasonic Welding Tester 65
Sags Technician 60
Senior soils Technician 70
Supervisory Solis Technician 8o
Professlonal Services (Field and Office).
Staff Ppfe9elonal 670
Senior staff Professional 80
project ProlessiOnar 100
Project Manager 110
Senior Professional 125
Pnnclpal Professional 145
PnnclpaWConsultents 165
Laboratory Testing .
Laboratory Technician 885
( ee Unit prices for routine tests quoted upon request: s Geotechntoel Laboratory Testing and Materials Testing Services
Schedules of Fees)
Office Support 656
ClerldayWord Processing
Drafting 60
CAD OparaforlDralting Manager 70
An overtime charge of 50 percent of the above hourly rates (excluding Professional Services) will be added for time In excess Of eight haws
per clay at the job site and for aft time on Saturdays, Sundays and holidays. Travel time to and from the Job site will be charged at the hourly
rates for the appropriate personnel.
EVenses
1. Exploration expenses (drilling, trenching, etc.) are charged at cost plus fifteen percent.
2. Travel and subsistence expenses (transpor(ation, room and board. der.) for individuals on Projects requiring travel and /Or living
away from a principal office are charged at coat plus fifteen percent.
3. Automobile and Wtdt expenses are charged at cost plus fifteen percent (rentals) or at a rate of fifty cents per mile for oompany-
owned vehicles traveling between principal o81oe and project.
4. Other out- of -podrot dined project expenses (aedaf photos, longdlstsn09 telephone Calls, permits, culafde prating services, test,
eta) are charged at cost plus fifteen percent
Invoices
1. Invoices will be submitted to the Client on a monthly bask, and a final bill will be submitted upon Completion of services.
2. Payment is due upon presenfetion cf Invoice and is past -due thirty days from Invoice date. (n the event Client %Its to make any
payment to Converse when due. Converse may immediately cease work hereunder until said payment, together with a service
charge at the rate of eighteen percent per annum (but not exceeding the maximum 8110wad by low) from the due date, has been
received. Further, Converse may at Its sole option and discretion refuse to perform any further work Irrespective Of Payment*=
Client in the event Client fails to pay Converse for services when said payments are due.
3. Client shall pay attorneys' fees or other costs incurred in collecting any delinquent amount.
General Conditions
The terms and provisions of the Converse General Conditions are incorporated Into this fee schedule as though set forth In full. If a Copy of
the General Conditions does not accompany thin fee aohedulo, Client should request a copy from this office.
COMM* COneultants P2004
ow Off Lt7114 14: 4J b'GbJJU1Z J L)UNVEkSt UJLLEU I TUNS VAbE 1J
•
CAERSE CONSULTANTS
Schedule of Fees
Geotechnical Laboratory Testing
Compensation for laboratory testing services will be made In accordance with this fee schedule. Costs of tests not on this schedule
will be by quote end /or in accordance with our current hourly fee schedule. The rates are based on non- contaminated soil. A
surcharge will be charged for handling contaminated material, which will be determined based on the project.
IDENTIFICATION AND INDEX PROPERTIES TESTS
Visual Classification, ASTM D2488 .......... ...........................8.00
Standard Proctor Compaction, ASTM D698 or ASTM D1557-
Englneedng Classification, A51M 02487 .........................15,00
60.00
Moisture Content
Single Point (collapse test)..: ............................................
• Moisture Content & Dry (Bulk) Density,
Single Load Swell, ASTM D4546
ASTM 02216 & 02937 ................... ..........................15.00
• Ring Sample, Field Moisture ............ ..........................65.00
• Moisture Content, ASTM D2216 ...... ..........................10.00
+ Ring Sample, Air Dried .................... ..........................
Shrinkage Limit. ASTM D427 .................. ..........................85.00
.......45.00
Atterberg Limits, ASTM D4318 .
Expansion Index Test. UBC 29- 2yASTM D4829 ...............
- Several points ... ............................... ..........................75.00
• One point .......... ............................... ..........................40.00
Particle Size Analysis, ASTM 0422
• Fine Sieve ( From 4200 to V4) ........ ..........................80.00
• Coarse Sieve (From +#200 to 3 in) .. ..........................80.00
• Hydrometer ....... ............................... ..........................85.00
Percent Passing #200 Sieve, ASTM 01140 . .....................45.00
Specific Gravity
• Fine (passing #4 sieve), ASTM D854 ........................70.00
• Coarse (retained on #4 sieve), ASTM C127 ..............70.00
Sand Equivalent Test .............................. ..........................75.00
Double Hydrometer Dispersion, ASTM D4221 ................150.00
COMPACTION AND BEARING STRENGTH
Direct Shear (per point)
Standard Proctor Compaction, ASTM D698 or ASTM D1557-
91
60.00
+ Method A or 8 .. ............................... .........................120.00
Single Point (collapse test)..: ............................................
• Method C (64nch mold) .................. .........................140.00
Single Load Swell, ASTM D4546
California Impact Method (Caltrans 216) ........................180.00
• Ring Sample, Field Moisture ............ ..........................65.00
R- value, ASTM D2844 ........................... .........................220.00
+ Ring Sample, Air Dried .................... ..........................
Califomia Bearing Ratio (CBR), ASTM D1883
.......45.00
• 1 point .............. ............................... .........................125.00
Expansion Index Test. UBC 29- 2yASTM D4829 ...............
• 3point .............. ............................... .........................325.00
Relative Density
• 0.1 Cubic foot mold .......................... .........................200.00
• 0.5 cubic foot mold .......................... .........................300.00
SHEAR STRENGTH
Torvane/Pocket Penetrometer ................ ..........................20.00
Direct Shear (per point)
Additional load increment .................. ...............................
• . OutokTest ..... :.................... A ... I ................ ,,.,,..............
60.00
• Consolidated - Drained (granular soil)
Single Point (collapse test)..: ............................................
ASTM D3080 .. ............................... .........................140.00
Single Load Swell, ASTM D4546
• Consolidated - Drained (fine grained 504),
• Ring Sample, Field Moisture ............ ..........................65.00
ASTM D3080 .. ............................... .........................200.00
+ Ring Sample, Air Dried .................... ..........................
• Consolidated - Undrained (inner grained ) ..................120.00
.......45.00
• Residual Strength, per Cycle ........... ..........................45.00
Expansion Index Test. UBC 29- 2yASTM D4829 ...............
• Remolded Specimens, per specimen ........................45.00
STATIC UNIAXIAL AND TRIAXIAL STRENGTH TESTS
(PER POINT)
Additional load increment .................. ...............................
Unconfined Compression, ASTM 21W ... ..........................75.00
Time - Ratio, per load Increment ........ ...............................
Unconsolidated - Undrained, ASTM D2850 ....................110,00
Single Point (collapse test)..: ............................................
Consolidated - Undrained (per point)..... ...,,. ' ..................700.00
Single Load Swell, ASTM D4546
Consolidated - Drained (per point) ........ .........................700.00
• Ring Sample, Field Moisture ............ ..........................65.00
With Pore Pressure Measurement, per load ...................150.00
+ Ring Sample, Air Dried .................... ..........................
Remolded Specimens, per specimen .......................
.......45.00
Converse Consultants OLT2004
CONSOLIDATION AND SWELL COLLAPSE TESTS
8 Load Increments ........................... ...............................
160.00
Additional load increment .................. ...............................
30.00
Time - Ratio, per load Increment ........ ...............................
60.00
Single Point (collapse test)..: ............................................
60.00
Single Load Swell, ASTM D4546
• Ring Sample, Field Moisture ............ ..........................65.00
+ Ring Sample, Air Dried .................... ..........................
65.00
Remolded Sample, per specimen ...... ...............................
45.00
Expansion Index Test. UBC 29- 2yASTM D4829 ...............
80.00
HYDRAULIC CONDUCTIVITY TESTS
Constant Head, ASTM 02434 ............... ......................... 250.00
Falling Head Flexible Wall, ASTM D5084 ....................... 300.00
Triaxial Permeability, EPA 9100 ...... ............................... 350.00
Remolded Specimen, per specimen .............. :.................. 50.00
CHEMICAL TESTS
Corrosivity (pH, resistivity, sulfates, chlorides) ...............140.00
Organic Content, ASTM D2974 ......... ............................... 65.00
CaMMOM: Unit rates presented on this fat srnedula are W routinely Won n0
grtoteemkal laboratory tats. Numerous Doter earth, r tote l physical Basis can
be performed in our laxnecilglud lama, IrTdvdmg rock tors, soli cement
and soil Ilme mixture tats, Tests not Oared an be quoted upon nqueaL This fee
schedule is valid through January 31, 2005.
Prices are bated on the aeaumption rat $emotes are LeCOME T11 and do non
contain flsavy nstets, acids. carcinogens enact votatne 090CS wtddt Can be
measured by an organic vapor analyad or plMio lorriaadon deteolor whh a
conpenbadan gmmW than So pvrl" Itllon (ppm), Qtlpad testing fees ate
based on the assumption that no protective oloimng OR be required to hands
samples, if Level D poleegve donlhg will 1A required during handling of temples
(as OeflrtM In the Federal CPR Pan 1910.12(t), than a 40% inereaee In fees
presented In this schedule M5 be "led, Level C prfraneve elorl von be a
60% Increase In fees. converse wig not hand samples that require either Level
B or Leval A protection In of geotechnibal aboraldim Contaminated samples
will be returned to a* client. uncontaminated samplee wMl be disposed of 30 clays
after Presentation of lest fesufts, The client must 0150030 11% source of aamPIMS.
Samples imported from out of stele wilt be incinerated after testing, In accordance
with requglBMlame OF the Utlttad States Dill"a d of Agriculture, Solt sear 1p
obtained Othln the State. of California Curml designs Of quarantine areas sum
also be Incinerated In accordance Qlh the requlremall N the Slabs of Cafifomia,
Department of Food and Aadcugure, ClvtsWn at Plant industry, Past Exclusion. A
$5.00 incineration fee we be added to each temple that Is retuned to be
i Icherated in accordance with State and Federal law,
Test readlte requiring plot, wa be Presented In a publishable fWmat generated
from computer programs. oNemdse, raw teat numbers win be presumed. A
minimum laboratory fee of 550.00 win be charged to present and mug rest results.
Beyond the standard U, S. Mall delivery, specialized tranaminal Or be charged ar
Iddiional cost (a III. Federal Express, UPS, etc.) Ceoleehn" teSgng Ones not
indiude ergk% wing amNor 000%ir . f"Wo and analysis. Typical turnaround for
gaoleclada) laboratory teshng Its two we*$ (a roughly, tan working days). To
expedite test kimaround to rive working days, a 50% Increase In the fees m this
schedule vdll be appied. Many geomeheial tests require at least one weak to
pedmn In ecoodence with the ASTM of Other standard epeda ®!Iona. Fees
presented in this schedule for relatively undicWfbed direct shear, coaoldation or
expansion pressure tests are based on the assumption that 224Mchaiemeier
(2.415 -inbh Inslde diameter) brute ring samptes x711 be provlde0 to the
georechnlcpi laboratory for testing. Remolded specimens will be compacted in
standard 2.34nch outside diameter brass rings for direct shear. conaohdadan and
expansion pressure tests. All feet presettled In Nis sohe Ium are based on the
assumption that 1ha Cuonl .rill deliver samples to our laboratory at no additional
Cost to Converse Sample pck -up Is available al a rate of $45 Pat hour Of drive
time and $0.50 der mile Onven.
Invoices van be issued monthly and are payable on recelpt unless otherwise
apreed m
upon. Interest of 1.5% par month (but not exceeding the maximum alltxv0d by law) Of tie payu0e on any amount not paid wahin thirty clays; paymem
thereafter to be applied firm to accrudd rntcrost and then to the principle unpaid
amount, The Client shall pay any shomeys' fee, or other posts Inouned in
Wieding any delinquent amounts.
UW U tf 2d(14- 14: 43
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UJNVLKbt OULLLU I1UNS
HA(it 111
COSERSE CONSULTANTS
Schedule of Fees
Materials Testing Services
Compensation for laboratory testing services will be based on rates in accordance with this schedule. Costs of tests not on this schedule will be
by quote and /or in accordance with our current hourly fee Schedule, Our services will be performed In accordance with the General Conditions,
This fee schedule is valid through January 31, 2005.
AGGREGATES
............. 20.00
Moisture Content (ASTM 02218) .................... .........................
$10.00
Panicle Size Analysis
By Quote
• Coarse (ASTM C136), each .......... ............................... .
. 60.0
• Coarse and fine (ASTM C136 & 137), each ....................140.00
(Ricos Method), each .............................. ..........................75.00
• specific Gravity & Absorption
650,00
• Coarse Aggregate (ASTM C127) ........ ...............................
60.00
• Fine Aggregate (ASTM C128) ................. ..........................80.00
110.00
• Unit weight per cubic toot (ASTM C29 ) ..............................
5100
• Soundness+Sodhan or Magnesium (ASTM C861,e2dh. -,
200,00
• Potential Alkali Reactivity (ASTM D289)_..._ .................
300.00
• Freeze Thew Soundness ........................ .........................175.00
Extraction, % Asphalt (ASTM 02172, Method B) or
• Los Angeles Abrasion, per class (ASTM C131, C336)...
210,00
• Sand EquNalerh (ASTM D2419) ......... ...............................
70.00
+ Lightweight Particles (ASTM C123), each „,,,,,,,,,,,,,,,,,,,,,,,
75,00
- Clay Lumps and Friabie Particles (ASTM C142), each...
100,00
• Stripping test (ASTM 01664), each .... ...............................
65.00
• Organic Impurities (ASTM C40) .......... ...............................
60.00
• Durabili ty ................................................. ...................... ByQuote
CONCRETE TESTS
............. 20.00
Laboratory Trial Batch (ASTM C192) ..................... I.,.........
By Quote
Laboratory Mix Design, historical data ...............................
By Quote
Compression Test, ON 12' cylinder (ASTM C39), each ..........
20.00
Light Weight Concrete
(Ricos Method), each .............................. ..........................75.00
• Compression ............. ......:........................ ..........................20.00
650,00
• Unit Weight ................ ............................... ..........................20.00
Calculations Only (ASTM 03203) set of 2 or 3 ................35.00
Specimen preparation, tdmming or coring .... ._ .....................80.00/hr
110.00
Bond Strength (ASTM C321)
Extraction of Asphalt and Gradation, each ...... .........................120.00
+ Prepared by Converse . ........ .................. ......................
..,120,00
• Prepared by Others ............................. ...............................
60.01)
Core Compression Test (ASTM C12), each .... ..........................46.00
Extraction, % Asphalt (ASTM 02172, Method B) or
'Flexure test ON 8” beams (ASTM C78), each ..........................60.00
Califomla 310, including ash correction, each ...............135.00
Modulus of Elasticity - Static (ASTM C469), each ...................
110.00
Length Change (3 bars, 5 readings each,
• uncoat ed ..................... ............................... ..........................50.00
up to 26 days) (ASTM C157) ............ .............................
L. 250.00
Splitting Tensile, 6' x 12' cylinders, each ... ...............................
50.00
Field Concrete Control (sampling, slump, temperature,
Panicle coating (ASTM 2489 ) ........................... ..........................30.00
cast 4 cylinders, molds, cylinder pick -up, within
Stripping (ASTM 01664) .... ............................... ..........................50.00
10 mi. of office, stand -by extra)
Moisture or Volatile Diatillates in paving mixtures,
ASTMNBC, hourly rate schedule, or each Cylinder.....,.,.
70,00
Field Concrete Control (same as above plus
byproducts............. ............................... ...........................120,
eh content test) ASTM/UBC. hourly rate
Retained Strength (ASTM D10741D1075)
schedule, or each Cylinder ................. ...............................
60.00
Hold Cylinder ................................................. ...............................
7.00
Cylinder Mold sent to job she bvt not coated by Converse or
returned to Converse ...... ....... .................................................
,., ,. 5.00
MASONRY (ASTM C140, E447, UBC STANDARD 24 -22)
Moisture Content, as received, each ......... .................
............. 20.00
Absorption, each .........................
.35,00
Compression. earn ...................... ............ ....I ...............
..,......- ... 40.00
Shrinkage (ASTM C426), each ........................ ..........................90.00
Net Area end Volume, each ............................. ..........................25.00
(Ricos Method), each .............................. ..........................75.00
Masonry Blocks, par set of 9 .................... ...............................
650,00
Compression Test, grouted prisms,
Calculations Only (ASTM 03203) set of 2 or 3 ................35.00
a' x 8' x 16 ", each .............................. ...............................
110.00
Compression Test, grouted prisms,
Extraction of Asphalt and Gradation, each ...... .........................120.00
12'x 16"x 16', each .......................... ...............................
140.00
Compression Test
• 2' x 4' Mortar Cylinder, each ..................... ..........................20.00
3'x 6' Grout Prisms, each ........................ ..........................20.00
• 2' Cubes (ASTM C109), each .................. ..........................20.00
Cast by others .................... ..... ....,.... .... ,...... 20.00
Wrier or Grout Nfix Designs .................. ............................... By Quote
FIREPROOFING TESTS
Oven Dry Density (per sample) ........................ ..........................43.00
ASPHALTIC CONCRETE
Stability, Flow, and Unit Weight,
.35,00
Marshall ASTM 01558, ASTM 02726, set of
3 Specimenslsampl ea ............................. .........................150.00
Measured Maximum Specific Gravity of Mix (ASTM D2041)
(Ricos Method), each .............................. ..........................75.00
Tensile Test, Welded 011 Bar or Smaller, each .......................50.00
Vold Analysis of Cores or Marshall Specimens
Tensile Test, Welded #14 Bar, each ............... .........................110.00
Calculations Only (ASTM 03203) set of 2 or 3 ................35.00
Tensile Test, Welded 018 Bar, each ............... .........................300.00
Laboratory Mixing of Asphalt & Concrete, per sample ...............50.00
Tensile Test, Mechanically Spliced Bar, 911 Bar or Smaller,
Extraction of Asphalt and Gradation, each ...... .........................120.00
each................................... ............................... .........................150.00
Complete Asphalt Concrete Mix Design
Tensile Test, Mechanically Spliced Bar, 014 Bar, each ...........
(Hveem or Marshall) ..................... ...............................
By Quote
Extraction, % Asphalt (ASTM 02172, Method B) or
Califomla 310, including ash correction, each ...............135.00
Specific Gravity (ASTM D2726 or ASTM D1188)
• uncoat ed ..................... ............................... ..........................50.00
• coated ......................... ............................... ..........................70.00
Immersion - Compression . ............................... ...........................400.
DD
Panicle coating (ASTM 2489 ) ........................... ..........................30.00
Stripping (ASTM 01664) .... ............................... ..........................50.00
Moisture or Volatile Diatillates in paving mixtures,
or materlals containing petroleum products or
byproducts............. ............................... ...........................120,
00
Retained Strength (ASTM D10741D1075)
8 specimens ................................... .............................By
Quote
Retained Stability, Mil, Sid, 520A, Method 1 D4,
6 spedmene ................................... .............................By
Quote
CSR, ASTM 01863, including MM curve, 1 point ...................210,00
Asphalt Temperature ......... ............................... ..........................15.00
STRUCTURALSTEEL
Tensile Test, #11 Bar or Smeller, each ............ ..........................45.00
Bend Test, 411 Bar or Smaller. each .......................................
.35,00
Tensile Test, #14 Bar, each ............................. .........................115.00
Tensile Test, 018 Bar, each ............................. .........................310.00
Reber coupler tensile test ...........................:. .............................60
AO
Tensile Test, Welded 011 Bar or Smaller, each .......................50.00
Tensile Test, Welded #14 Bar, each ............... .........................110.00
Tensile Test, Welded 018 Bar, each ............... .........................300.00
Tensile Test, Mechanically Spliced Bar, 911 Bar or Smaller,
each................................... ............................... .........................150.00
Tensile Test, Mechanically Spliced Bar, 014 Bar, each ...........
310.00
HIGH STRENGTH BOLT, NUT, AND WASHER TESTING
Wedge Tensile Test for A490 Bolts
Under 100,000 lbs, Leon .... ................. ......... .............. ........... 49,00
Over 100,000 Ibs, each . ............................... ..........................55.00
Wedge Tensile Test for A325 Bolts
Under 100,000 Ibs, each ............................. ..........................50.00
Co,rvarse CnnparAW$ M732n04 - Page 1 of 2 (sae Reverse)
14:43 b2b79UI2M JUNVEMbE UJI-LECTILINS PAGE 21
HIGH STRENGTH. BOLT, NUT. AND SHER TESTING,
continued , -
Tensile Test — Anchor Bolts, tested with displacement
transducers, each ................ ..................... m ..........................
Nut- Hardness, Proof, and Gone Proof Load Test each .........
50.00
Washer Hardness. each ..........................................................
30.00
A325 or A490 7 Bolt hardness only. each .................................
35.00
Solt A325 or A490
Wedge Tensile Under 100,000 lbs, and Hardness, each ....
80.00
Wedge Tensile Over 100,000 lbs, and Hardness, each ....
100.00
Soll, Nut, and Wastiar -Ail Tests per W with bolts
Under 100,000 lbs . ............................................... ...... .......
250.00
Over 100.000 lbs— ...................... t .................................... ...
350.00
NOTES:
(1) -See Goolechnical Laboratory Tesfing Schedule or Fees for
soil testing.
(2) Hourly rates are available upon request.
(3) Field 12I)OF21bry rates are available upon request,
(4) Listed unit rates are based upon the assumption that samples
will be delivered to our laboratory at r12 cost to Converse,
CtmetleConsullaffls VITS7.04 Palle 2 of 2