HomeMy WebLinkAboutC-3875 - PSA; Engineering Services; Newport Coast Community Center (C-3577) & Santa Ana Heights Fire Station (C-3640)AMENDMENT NO. 1
_TO
PROFESSIONAL SERVICES AGREEMENT
WITH LEIGHTON CONSULTING, INC.
FOR SANTA ANA HEIGHTS FIRE STATION AND FIRE TRAINING FACILITY
THIS AMENDMENT NO. 1 TQ�PRPF SSIONAL SERVICES AGREEMENT, entered
into this agM day of ((�J ! r 2007, by and between the CITY OF
NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "City ") and
LEIGHTON CONSULTING, INC., a California corporation whose address is 17781
Cowan, Irvine, California, 92614 -6009 ( "Consultant'), and is made with reference to
the following:
RECITALS
A. On August 8, 2006, CITY and CONSULTANT entered into a Professional
Services Agreement, hereinafter referred to as "Agreement ", for
construction materials testing and special inspection services for
theNewport Coast Community Center and Santa Ana Heights Fire Station
and Training Facility. This Agreement is scheduled to expire on December
31, 2007.
B. City desires to enter into this Amendment No. 1 to reflect additional
services not included in the Agreement.
C. City desires to compensate Consultant for additional professional services
to be conducted for the Santa Ana Height Fire Station and Training
Facility, hereinafter referred to as "Project ".
D. City and Consultant mutually desire to amend Agreement, hereinafter
referred to as Amendment No. 1, as provided here below.
NOW, THEREFORE, the parties hereto agree as follows:
1. Consultant shall be compensated for services performed pursuant to this
Amendment No.1 according to "Exhibit A" dated August 24, 2007 attached
hereto.
2. Total additional compensation to Consultant for services performed
pursuant to this Amendment No. 1 for all work performed in accordance
with this Amendment, including all reimburseable items and subconsultant
fees, shall not exceed Twenty One Thousand, Five Hundred Forty Nine
and no/100 Dollars ($21,549.00).
3. Except as expressly modified herein, all other provisions, terms, and
covenants set forth in Agreement shall remain unchanged and shall be in
full force and effect.
IN WITNESS WHEREOF, the parties hereto have executed this Amendment No. 1 on
the date first above written.
APPROVED AS TO FORM:
C , �-
Ci Attorney
for the City of Newport Beach
ATTEST:
By- (��7 A. ��
La onne Harkless,
City Clerk lawo•w,.-
CI�NEORT BEACH,
A Cor oration
for the City of Newer Beach
CONSULTANT:
By:
(Corporat Officer)
Title: 5M(yk
Title: ���
Print Name: :5ew—U)
Attachments: Exhibit A — Scope of Services and Billing Rates
fAusem\pbwlshared5agreementslfy 07- 08NIeighton -sah fire station- amend -1.doc
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Leighton Consulting,
Inc.
A LEIGHTON GROUP COMPANY
Client: City of Newport Beach
Date:
Public Works Department
Contract No.:
3300 Newport Blvd.
Project Name:
Newport Beach, CA 92658
Attention: Mr. Lloyd Dalton
Project No.
0
08/24/2007
3626
Santa Ana Heights Fire Station & Fire Training Facility
601526001
SUPPLEMENTAL WORK AUTHORIZATION
The following work has been requested and performed through June 6, 2007:
Special Inspection Reinforced Concrete
Special Inspection Reinforced Concrete - Overtime
Special Inspection Reinforced Concrete - Double -time
Concrete Technician Field (ACI)
Concrete Technician Field (ACI) - Overtime
Concrete Technician Field (ACI) - Double -time
Special Inspection Masonry
Special Inspection Structural Steel/Welding & Bolting
Concrete Cylinders
Mortar Cylinders (2 "X4 ")
Pick -up and Delivery
Administration /Secretarial Time
The following is an estimate of work needed to complete the project:
Review of files for final letter of affidavit (min 2 hours)
Project Management
Previously Authorized Budget:
Total Outstanding Supplemental Requests:
Subtotal:
Additional Budget Requested (A +B):
Revised Budget Total:
Quantity
32.0 hours
3.0 hours
1.0 hours
24.0 hours
6.0 hours
2.0 hours
140.Ohours
8.0 hours
138 each
9 each
6 each
6 hours
Quantity
2.0 Hours
2.0 Hours
Rate
$76.00
$114.00
$152.00
$76.00
$114.00
$152.00
$76.00
$76.00
$23.00
$23.00
$50.00
$68.00
TOTAL A =
Rate
$137.00
$100.00
TOTAL B =
Total
$2,432.00
$342.00
$152.00
$1,824.00
$684.00
$304.00
$10,640.00
$608.00
$3,174.00
$207.00
$300.00
$408.00
$21,075.00
Total
$274.00
$200.00
$474.00
$21,549.00
$79,147.00
The additional work is subject to the terms and conditions of the original agreement, and the revised total budget listed above is
authorized.
�� Signature of Author zed Agent of Client Date Signature of Authorized Agent of Date
Leighton Consulting, Inc
Name/Ti0e
Please sign and return this form to the address above.
Michael W. Olenik/Proiect Manager
Namerritle
17781 Cowan ■ Irvine, CA 92614 -6009
949.253.5922 ■ Fax 949.263.8843 ■ www.leightonconsulting.com
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CITY OF NEWPORT BEACH
CITY COUNCIL STAFF REPORT
Agenda Item No. 10
September 25, 2007
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Public Works Department
Stephen G. Badum
949 - 6443311 or sbadum @city.newport- beach.ca.us
SUBJECT: SANTA ANA HEIGHTS FIRE STATION AND FIRE TRAINING FACILITY
— AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT
WITH LEIGHTON CONSULTING, INC.
RECOMMENDATION:
Approve Amendment No. 1 to Professional Services Agreement with Leighton
Consulting, Inc. for a not to exceed amount of $21,549 and authorize the Mayor and
City Clerk to execute the Amendment.
DISCUSSION:
On May 9, 2006, the City Council approved a construction contract with Bernard
Brothers for the Santa Ana Heights Fire Station. On August 8, 2006 the City Council
approved a Professional Services Agreement with Leighton Consulting, Inc. for $56,598
to provide. special inspection and material testing services for this project. To meet
current Building code requirements supplemental inspections and testing were needed
to complete the project. The bulk of the increase includes special masonry inspection
which was more than originally anticipated to complete the project.
On August 24, 2007, Leighton Consulting submitted a request to amend its scope and
fees in an amount not to exceed $21,549 to perform the additional inspection and
testing services. Since the increase in fees is more than 25 percent of the original
contract amount, City Council approval is required pursuant Council Policy'F -14. Staff
concurs that the fee of $21,549 is appropriate for the additional tasks and recommends
that City- Council approve the Amendment.
Environmental Review:
The Santa. Ana Heights Fire Station is categorically exempt from the provisions of
CEQA per Section 15332, Class 32,• pertaining to urban infill development projects. A
Santa Ana Heights Fire Station a ming Facility - Amendment No. 1 to
Professional Services AMment with Leighton consulting, Inc.
September 25, 2007
Page 2
Notice of Exemption was filed with the County Clerk and posted on February 24, 2006,
for thirty days.
FUNDING AVAILABILITY:
Sufficient funds remain in the following account to reimburse Leighton Consulting for
the additional services proposed in Amendment No. 1:
Account Description
SAH Fire Station and Training Facility
Prepared and submitted by:
iMl U. Induum
Works Director
Attachment: Amendment No. 1
Account Number Amount
7456- C2320669 $21,549
Total: $21,549
�y
AMENDMENT NO. 1
TO
PROFESSIONAL SERVICES AGREEMENT
WITH LEIGHTON CONSULTING, INC.
FOR SANTA ANA HEIGHTS FIRE STATION AND FIRE TRAINING FACILITY
THIS AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT, entered
into this day of , 2007, by and between the CITY OF
NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "City ") and
LEIGHTON CONSULTING, INC., a California corporation whose address is 17781
Cowan, Irvine, California, 92614 -6009 ( "Consultant'), and is made with reference to
the following:
RECITALS
A. On August 8, 2006, CITY and CONSULTANT entered into a Professional
Services Agreement, hereinafter referred to as "Agreement ", for
construction materials testing and special inspection services for
theNewport Coast Community Center and Santa Ana Heights Fire Station
and Training Facility. This Agreement is scheduled to expire on December
31, 2007.
B. City desires to enter into this Amendment No. 1 to reflect additional
services not included in the Agreement.
C. City desires to compensate Consultant for additional professional services
to be conducted for the Santa Ana Height Fire Station and Training
Facility, hereinafter referred to as "Project ".
D. City and Consultant mutually desire to amend Agreement, hereinafter
referred to as Amendment No. 1, as provided here below.
NOW, THEREFORE, the parties hereto agree as follows:
Consultant shall be compensated for services performed pursuant to this
Amendment No.1 according to "Exhibit A" dated August 24, 2007 attached
hereto.
2. Total additional compensation to Consultant for services performed
pursuant to this Amendment No. 1 for all work performed in accordance
with this Amendment, including all reimburseable items and subconsultant
fees, shall not exceed Twenty One Thousand, Five Hundred Forty Nine
and no/100 Dollars ($21,549.00).
3. Except as expressly modified herein, all other provisions, terms, and
covenants set forth in Agreement shall remain unchanged qnd shall be in
full force and effect.
IN WITNESS WHEREOF, the parties hereto have executed this Amendment No. 1 on
the date first above written. -
APP OVED AS TO FORM:
City Attorney
for the City of Newport Beach
ATTEST:
By:
LaVonne Harkless,
City Clerk
CITY OF NEWPORT BEACH,
A Municipal Corporation
By:
Mayor
for the City of Newport Beach
CONSULTANT:
By:
(Corporate Officer)
Title:
Print Name:
(Financial Officer)
Title:
Print Name:
Attachments: Exhibit A — Scope of Services and Billing Rates
f lusers\pbwlsharoftgreementslfy 07- oBHeighton -sah fire station- amend -1.doc
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
Client: City of Newport Beach Date: 0812412007
Public Works Department Contract No.: 3626
3300 Newport Blvd. Project Name: Santa Ana Heights Fire Station & Fire Training Facility
Newport Beach, CA 92658
Attention: Mr. Lloyd Dalton Project No. 601526001
SUPPLEMENTAL WORK AUTHORIZATION
The following work has been requested and performed through June 6, 2007:
Quantity Rate Total
Special Inspection Reinforced Concrete 32.0 hours $76.00 $2,432.00
Special Inspection Reinforced Concrete - .Overtime 3.0 hours $114.00 $342.00
Special Inspection Reinforced Concrete - Double -time 1.0 hours $152.00 $152.00
Concrete Technician Field (ACI) 24.0 hours $76.00 $1,824.00
Concrete Technician Field (ACI) - Overtime 6.0 hours $114.00 $684.00
Concrete Technician Field (ACI) - Double -time 2.0 hours $152.00 $304.00
Special Inspection Masonry 140.Ohours $76.00 $10,640.00
Special Inspection Structural Steel/Welding & Bolting 8.0 hours $76.00 $608.00
Concrete Cylinders 138 each $23.00 $3,174.00
Mortar Cylinders (2 "X4 ") 9 each $23.00 $207.00
Pick -up and Delivery 6 each $50.00 $306.00
Administration/Secretarial Time 6 hours $68.00 $408.00
TOTAL A= $21,075.00
The following is an estimate of work needed to complete the project:
Quantity Rate Total
Review of files for final letter of affidavit (min 2 hours) 2.0 Hours $137.00 $274.00
Project Management 2.0 Hours $100.00 $200.00
TOTAL B = $474.00
Previously Authorized Budget: $57,598.00
Total Outstanding Supplemental Requests: $0.00
Subtotal: $57,598.00
Additional Budget Requested (A +B): $21,549.00
Revised Budget Total: $78147.00
The additional work is subject to the terms and Conditions of the original agreement, and the revised total budget listed above is
authorized.
Signature of Authorized Agent of Client Date
Name/ Title
Please sign and return this form to the address above.
Signature of Authorized Agent of Date
Leighton Consulting, Inc
Michael W. OlenildProiect Manager
NamefTitie
17781 Cowan ■ Irvine, CA 92614 -6009
949.253.5922 ■ Fax 949.263.8843 ■www.leightonconsulfing.com
PROFESSIONAL SERVICES AGREEMENT WITH
LEIGHTON CONSULTING, INC.
FOR NEWPORT COAST COMMUNITY CENTER
AND SANTA ANA HEIGHTS FIRE STATION AND TRAINING FACILITY
THIS AGREEMENT is made and entered into as of this 0 day of u6i-
2006, by and between the CITY OF NEWPORT BEACH, a Municipbf Corporation
( "City "), and LEIGHTON CONSULTING, INC., a California Corporation whose address
is 17781 Cowan, Irvine, California, 92614 -6009 ( "Consultant"), and is made with
reference to the following:
RECITALS
A. City is a municipal corporation duly organized and validly existing under the laws
of the State of California with the power to carry on its business as it is now
being conducted under the statutes of the State of California and the Charter of
City.
B. City is constructing Newport Coast Community Center and Gymnasium Building
and Santa Ana Heights Fire Station and Training Facility.
C. City desires to engage Consultant to conduct construction materials testing and
special inspection services during the construction of the Newport Coast
Community Center and Gymnasium and the Santa Ana Heights Fire Station and
Training Facility. ( "Project').
D. Consultant possesses the skill, experience, ability, background, certification and
knowledge to provide the services described in this Agreement.
E. The principal member of Consultant for purposes of Project shall be Lloyd E.
Suehiro.
F. City has solicited and received a proposal from Consultant, has reviewed the
previous experience and evaluated the expertise of Consultant, and desires to
retain Consultant to render professional services under the terms and conditions
set forth in this Agreement.
NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as
follows:
1. TERM
The term of this Agreement shall commence on the above written date, and shall
terminate on the 31 day of December, 2007, unless terminated earlier as set forth
herein.
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2. SERVICES TO BE PERFORMED
Consultant shall diligently perform all the services described in the Scope of
Services attached hereto as Exhibit A for each project, and incorporated herein
by reference. City may elect to delete certain tasks of the Scope of Services at
its sole discretion.
3. TIME OF PERFORMANCE
Time is of the essence in the performance of services under this Agreement and
Consultant shall perform the services in accordance with the schedule included
in each Exhibit A. The failure by Consultant to strictly adhere to the schedule
may result in termination of this Agreement by City.
4. COMPENSATION TO CONSULTANT
City shall pay Consultant for the services on a time and expense not -to -exceed
basis in accordance with the provisions of this Section and the Schedule of
Billing Rates attached hereto as Exhibit B for each project, and incorporated
herein by reference. Consultant's compensation for all work performed in
accordance with this Agreement, including all reimbursable items and
subconsultant fees, shall not exceed Fifty -Six Thousand, Eight Hundred Eight
Dollars and nol100 ($56,808.00) for the Newport Coast Community Center
and Fifty -Seven Thousand, Five Hundred Ninety -Eight Dollars and no1100
($57,598.00) for the Santa Ana Heights Fire Station and Training Facility
without prior written authorization from City. No billing rate changes shall be
made during the term of this Agreement without the prior written approval of City.
4.1 The City shall make progress payments monthly. Consultant shall furnish
a summary breakdown of the Scope of Services and budget for Project in
a format acceptable to the City, showing the amount included therein for
each principal category or task of Project work, in such detail _ as
reasonably requested, to provide a basis for determining progress
payments. All requests for payment shall show the percentage of work
completed for each task of the Scope of Services, the position and hours
of each person who performed work under that task, a brief description of
the services performed under each task, and a description of any
reimbursable expenditures. City shall pay Consultant no later than thirty
(30) days after approval by City staff of a request for payment.
4.2 City shall reimburse Consultant only for those costs or expenses
specifically approved in this Agreement, or specifically approved in writing
in advance by City. Unless otherwise approved, such costs shall be
limited and include nothing more than the following costs incurred by
Consultant:
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A. The actual costs of subconsultants for performance of any of the
services that Consultant agrees to render pursuant to this
Agreement, which have been approved in advance by City and
awarded in accordance with this Agreement.
B. Approved reproduction charges.
C. Actual costs and /or other costs and /or payments specifically
authorized in advance in writing and incurred by Consultant in the
performance of this Agreement.
4.3 Consultant shall not receive any compensation for Extra Work performed
without the prior written authorization of City. As used herein, "Extra
Work" means any work that is determined by City to be necessary for the
proper completion of Project, but which is not included within the Scope of
Services and which the parties did not reasonably anticipate would be
necessary at the execution of this Agreement. Compensation for any
authorized Extra Work shall be paid in accordance with the Schedule of
Billing Rates as set forth in each Exhibit B.
5. PROJECT MANAGER
Consultant'shali designate a.Project Manager, who shall coordinate all phases of
Project. This Project Manager shall be available to City at all reasonable times
during the Agreement term. Consultant has designated LLOYD E. SUEHIRO to
be its Project Manager. Consultant shall not remove or reassign the Project
Manager or any personnel listed in Exhibit A or assign any new or replacement
personnel to Project without the prior written consent of City. City's approval
shall not be unreasonably withheld with respect to the removal or assignment of
non -key personnel.
Consultant, at the sole discretion of City, shall remove from Project any of its
personnel assigned to the performance of services upon written request of City.
Consultant warrants that it will continuously furnish the necessary personnel to
complete Project on a timely basis as contemplated by this Agreement.
6. ADMINISTRATION
This Agreement will be administered by the Public Works Department. LLOYD
DALTON shall be the Project Administrator and shall have the authority to act for
City under this Agreement. The Project Administrator or his authorized
representative shall represent City in all matters pertaining to the services to be
rendered pursuant to this Agreement.
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7. CITY'S RESPONSIBILITIES
In order to assist Consultant in the execution of its responsibilities under this
Agreement, City agrees to, where applicable:
A. Provide access to, and upon request of Consultant, one copy of all
existing relevant information on file at City. City will provide all such
materials in a timely manner so as not to cause delays in Consultant's
work schedule.
B. Provide blueprinting and other services through City's reproduction
company for bid documents. Consultant will be required to coordinate the
required bid documents with City's reproduction company. All other
reproduction will be the responsibility of Consultant and as defined above.
C. Provide usable life of facilities criteria and information with regards to new
facilities or facilities to be rehabilitated.
8. STANDARD OF CARE
8.1 All of the services shall be performed by Consultant or under Consultant's
supervision. Consultant represents that it possesses the professional and
technical personnel required to perform the services required by this
Agreement, and that it will perform all services in a manner
commensurate with community professional standards. All services
shallbe performed by qualified and experienced personnel who are not
employed by City, nor have any contractual relationship with City.
8.2 Consultant represents and warrants to City that it has or shall obtain all
licenses, permits, qualifications, insurance and approvals of whatsoever
nature that are legally required of Consultant to practice its profession.
Consultant further represents and warrants to City that Consultant shall, at
its sole cost and expense, keep in effect or obtain at all times during the
term of this Agreement, any and all licenses, permits, insurance and other
approvals that are legally required of Consultant to practice its profession.
Consultant shall maintain a City of Newport Beach business license
during the term of this Agreement.
8.3 Consultant shall not be responsible for delay, nor shall Consultant be
responsible for damages or be in default or deemed to be in default by
reason of strikes, lockouts, accidents, or acts of God, or the failure of City
to furnish timely information or to approve or disapprove Consultant's
work promptly, or delay or faulty performance by City, contractors, or
governmental agencies.
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9. HOLD HARMLESS
To the fullest extent permitted by law, Consultant shall indemnify, defend and
hold harmless City, its City Council, boards and commissions, officers, agents
and employees (collectively, the "Indemnified Parties ") from and against any and
all claims (including, without limitation, claims for bodily injury, death or damage
to property), demands, obligations, damages, actions, causes of action, suits,
losses, judgments, fines, penalties, liabilities, costs and expenses (including,
without limitation, attorney's fees, disbursements and court costs) of every kind
and nature whatsoever (individually, a Claim; collectively, "Claims "), which may
arise from or in any manner relate (directly or indirectly) to any work performed or
services provided under this Agreement (including, without limitation, defects in
workmanship or materials or Consultant's presence or activities conducted on
the Project (including the negligent and /or willful acts, errors and /or omissions of
Consultant, its principals, officers, agents, employees, vendors, suppliers,
consultants, subcontractors, anyone employed directly or indirectly by any of
them or for whose acts they may be liable or any or all of them).
Notwithstanding the foregoing, nothing herein shall be construed to require
Consultant to indemnify the Indemnified Parties from any Claim arising from the
sole negligence or willful misconduct of the Indemnified Parties. Nothing in this
indemnity shall be construed as authorizing any award of attorney's fees in any
action on or to enforce the terms of this Agreement. This indemnity shall apply
to all claims and liability regardless of whether any insurance policies are
applicable. The policy limits do not act as a limitation upon the amount of
indemnification to be provided by the Consultant.
10. INDEPENDENT CONTRACTOR
It is understood that City retains Consultant on an independent contractor basis
and Consultant is not an agent or employee of City. The manner and means of
conducting the work are under the control of Consultant, except to the extent
they are limited by statute, rule or regulation and the expressed terms of this
Agreement. Nothing in this Agreement shall be deemed to constitute approval
for Consultant or any of Consultant's employees or agents, to be the agents or
employees of City. Consultant shall have the responsibility for and control over
the means of performing the work, provided that Consultant is in compliance with
the terms of this Agreement. Anything in this Agreement that may appear to give
City the right to direct Consultant as to the details of the performance or to
exercise a measure of control over Consultant shall mean only that Consultant
shall follow the desires of City with respect to the results of the services.
11. COOPERATION
Consultant agrees to work closely and cooperate fully with City's designated
Project Administrator and any other agencies that may have jurisdiction or
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12.
13.
14.
E
interest in the work to be performed
Consultant on Project.
CITY POLICY
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City agrees to cooperate with the
Consultant shall discuss and review all matters relating to policy and Project
direction with City's Project Administrator in advance of all critical decision points
in order to ensure Project proceeds in a manner consistent with City goals and
policies.
PROGRESS
Consultant is responsible for keeping the Project Administrator and /or his duly
authorized designee informed on a regular basis regarding the status and
progress of Project, activities performed and planned, and any meetings that
have been scheduled or are desired.
INSURANCE
Without limiting Consultant's indemnification of City, and prior to commencement
of work. Consultant shall obtain, provide and maintain at its own expense during
the term of this Agreement, a policy or policies of liability insurance of the type
and amounts described below and in a form satisfactory to City.
A. Certificates of Insurance. Consultant shall provide certificates of
insurance with original endorsements to City as evidence of the insurance
coverage required herein. Insurance certificates must be approved by
City's Risk Manager prior to commencement of performance or issuance
of any permit. Current certification of insurance shall be kept on file with
City at all times during the term of this Agreement.
B. Signature. A person authorized by the insurer to bind coverage on its
behalf shall sign certification of all required policies.
C. Acceptable Insurers. All insurance policies shall be issued by an
insurance company currently authorized by the Insurance Commissioner
to transact business of insurance in the State of California, with an
assigned policyholders' Rating of A (or higher) and Financial Size
Category Class VII (or larger) in accordance with the latest edition of
Best's Key Rating Guide, unless otherwise approved by the City's Risk
Manager.
D. Coverage Requirements.
Workers' Compensation Coverage. Consultant shall maintain
Workers' Compensation Insurance and Employer's Liability
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Insurance for his or her employees in accordance with the laws of
the State of California. In addition, Consultant shall require each
subcontractor to similarly maintain Workers' Compensation
Insurance and Employer's Liability Insurance in accordance with
the laws of the State of California for all of the subcontractor's
employees. Any notice of cancellation or non - renewal of all
Workers' Compensation policies must be received by City at least
thirty (30) calendar days (10 calendar days written notice of non-
payment of premium) prior to such change. The insurer shall agree
to waive all rights of subrogation against City, its officers, agents,
employees and volunteers for losses arising from work performed
by Consultant for City.
ii. General Liability Coverage. Consultant shall maintain commercial
general liability insurance in an amount not less than one million
dollars ($1,000,000) per occurrence for bodily injury, personal
injury, and property damage, including without limitation,
contractual liability. If commercial general liability insurance or
other form with a general aggregate limit is used, either the general
aggregate limit shall apply separately to the work to be performed
under this Agreement, or the general aggregate limit shall be at
least twice the required occurrence limit.
iii. Automobile Liability Coverage. Consultant shall maintain
automobile insurance covering bodily injury and property damage
for all activities of the Consultant arising out of or in connection with
work to be performed under this Agreement, including coverage for
any owned, hired, non -owned or rented vehicles, in an amount not
less than one million dollars ($1,000,000) combined single limit for
each occurrence.
iv. Professional Errors and Omissions Insurance. Consultant shall
maintain . professional errors and omissions insurance, which
covers the services to be performed in connection with this
Agreement in the minimum amount of one million dollars
($1,000,000).
E. Endorsements. Each general liability and automobile liability insurance
policy shall be endorsed with the following specific language:
City, its elected or appointed officers, officials, employees, agents
and volunteers are to be covered as additional insureds with
respect to liability arising out of work performed by or on behalf of
the Consultant.
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Is.
ii. This policy shall be considered primary insurance as respects to
City, its elected or appointed officers, officials, employees, agents
and volunteers as respects to all claims, losses, or liability arising
directly or indirectly from Consultant's operations or services
provided to City. Any insurance maintained by City, including any
self - insured retention City may have, shall be considered excess
insurance only and not contributory with the insurance provided
hereunder.
iii. This insurance shall act for each insured and additional insured as
though a separate policy had been written for each, except with
respect to the limits of liability of the insuring company.
iv. The insurer waives all rights of subrogation against City, its elected
or appointed officers, officials, employees, agents and volunteers.
V. Any failure to comply with reporting provisions of the policies shall
not affect coverage provided. to City, its elected or appointed
officers, officials, employees, agents or volunteers.
vi. The insurance provided by this policy shall not be suspended,
voided, canceled, or reduced in coverage or in limits, by either
party except after thirty (30) calendar days (10 calendar days
written notice of non - payment of premium) written notice has been
received by City.
F. Timely Notice of Claims. Consultant shall give City prompt and timely
notice of claim made or suit instituted arising out of or resulting from
Consultant's performance under this Agreement.
G. Additional Insurance. Consultant shall also procure and maintain, at its
own cost and expense, any additional kinds of insurance, which in its own
judgment may be necessary for its proper protection and prosecution of
the work.
PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS
Except as specifically authorized under this Agreement, the services to be
provided under this Agreement shall not be assigned, transferred contracted or
subcontracted out without the prior written approval of City. Any of the following
shall be construed as an assignment: The sale, assignment, transfer or other
disposition of any of the issued and outstanding capital stock of Consultant, or of
the interest of any general partner or joint venturer or syndicate member or
cotenant if Consultant is a partnership or joint- venture or syndicate or cotenancy,
which shall result in changing the control of Consultant. Control means fifty
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percent (50 %) or more of the voting power, or twenty -five percent (25 %) or more
of the assets of the corporation, partnership or joint- venture.
16. SUBCONTRACTING
City and Consultant agree that subconsultants may be used to complete the work
outlined in the Scope of Services. The subconsultants authorized by City to
perform work on Project are identified in Exhibit A. Consultant shall be fully
responsible to City for all acts and omissions of the subcontractor. Nothing in this
Agreement shall create any contractual relationship between City and
subcontractor nor shall it create any obligation on the part of City to pay or to see
to the payment of any monies due to any such subcontractor other than as
otherwise required by law. Except as specifically authorized herein, the services to
be provided under this Agreement shall not be otherwise assigned, transferred,
contracted or subcontracted out without the prior written approval of City.
17. OWNERSHIP OF DOCUMENTS
Each and every report, draft, map, record, plan, document and other writing
produced (hereinafter "Documents "), prepared or caused to be prepared by
Consultant, its officers, employees, agents and subcontractors, in the course of
implementing this Agreement, shall become the exclusive property of City, and
City shall have the sole right to use such materials in its discretion without further
compensation to Consultant or any other party. Consultant shall, at Consultant's
expense, provide such Documents to City upon prior written request.
Documents, including drawings and specifications, prepared by Consultant
pursuant to this Agreement are not intended or represented to be suitable for
reuse by City or others on any other project. Any use of completed Documents
for other projects and any use of incomplete Documents without speck written
authorization from Consultant will be at City's sole risk and without liability to
Consultant. Further, any and all liability arising out of changes made to
Consultant's deliverables under this Agreement by City or persons other than
Consultant is waived against Consultant and City assumes full responsibility for
such changes unless City has given Consultant prior notice and has received
from Consultant written consent for such changes.
19. CONFIDENTIALITY
All Documents, including drafts, preliminary drawings or plans, notes and
communications that result from the services in this Agreement, shall be kept
confidential unless City authorizes in writing the release of information.
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20. OPINION OF COST
Any opinion of the construction cost prepared by Consultant represents his
judgment as a design professional and is supplied for the general guidance of
City. Since Consultant has no control over the cost of labor and material, or over
competitive bidding or market conditions, Consultant does not guarantee the
accuracy of such opinions as compared to contractor bids or actual cost to City.
21. INTELLECTUAL PROPERTY INDEMNITY
The Consultant shall defend and indemnify City, its agents, officers,
representatives and employees against any and all liability, including costs, for
infringement of any United States' letters patent, trademark, or copyright
infringement, including costs, contained in Consultant's drawings and
specifications provided under this Agreement.
22. RECORDS
Consultant shall keep records and invoices in connection with the work to be
performed under this Agreement. Consultant shall maintain complete and
accurate records with respect to the costs incurred under this Agreement and
any services, expenditures and disbursements charged to City, for a minimum
period of three (3) years, or for any longer period required by law, from the date
of final payment to Consultant under this Agreement. All such records and
invoices shall be clearly identifiable. Consultant shall allow a representative of
City to examine, audit and make transcripts or copies of such records and
invoices during regular business hours. 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 to Consultant under this
Agreement.
23. WITHHOLDINGS
City may withhold payment to Consultant of any disputed sums until satisfaction
of the dispute with respect to such payment. Such withholding shall not be
deemed to constitute a failure to pay according to the terms of this Agreement.
Consultant shall not discontinue work as a result of such withholding. Consultant
shall have an immediate right to appeal to the City Manager or his designee with
respect to such disputed sums. Consultant shall be entitled to receive interest on
any withheld sums at the rate of return that City earned on its investments during
the time period, from the date of withholding of any amounts found to have been
improperly withheld.
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24. ERRORS AND OMISSIONS
In the event of errors or omissions that are due to the negligence or professional
inexperience of Consultant which result in expense to City greater than what
would have resulted if there were not errors or omissions in the work
accomplished by Consultant, the additional design, construction and/or
restoration expense shall be bome by Consultant. Nothing in this paragraph is
intended to limit City's rights under any other sections of this Agreement.
25. CITY'S RIGHT TO EMPLOY OTHER CONSULTANTS
City reserves the right to employ other Consultants in connection with Project.
26. CONFLICTS OF INTEREST
Consultant or its employees may be subject to the provisions of the California
Political Reform Act of 1974 (the "Act "), which (1) requires such persons to
disclose any financial interest that may foreseeably be materially affected by the
work performed under this Agreement, and (2) prohibits such persons from
making, or participating in making, decisions that will foreseeably financially
affect such interest.
If subject to the Act, Consultant shall conform to all requirements of the Act.
Failure to do so constitutes a material breach and is grounds for immediate
termination of this Agreement by City. Consultant shall indemnify and hold
harmless City for any and all claims for damages resulting from Consultant's
violation of this Section.
27. NOTICES
All notices, demands, requests or approvals to be given under the terms of this
Agreement shall be given in writing, to City by Consultant and conclusively shall
be deemed served when delivered personally, or on the third business day after
the deposit thereof in the United States mail, postage prepaid, first -class mail,
addressed as hereinafter provided. All notices, demands, requests or approvals
from Consultant to City shall be addressed to City at:
Lloyd Dalton
Public Works Department
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA, 92663
Phone: 949 -644 -3328
Fax: 949 - 644 -3308
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All notices, demands, requests or approvals from CITY to Consultant shall be
addressed to Consultant at:
Lloyd E. Suehiro
Leighton Consulting, Inc.
17781 Cowan
Irvine, CA 92614 -6009
Phone: 949 - 253 -5922
Fax: 949- 263 -8843
28. TERMINATION
In the event that either party fails or refuses to perform any of the provisions of
this Agreement at the time and in the manner required, that party shall be
deemed in default in the performance of this Agreement. If such default is not
cured within a period of two (2) calendar days, or if more than two (2) calendar
days are reasonably required to cure the default and the defaulting party fails to
give adequate assurance of due performance within two (2) calendar days after
receipt of written notice of default, specifying the nature of such default and the
steps necessary to cure such default, the non - defaulting party may terminate the
Agreement forthwith by giving to the defaulting party written notice thereof.
Notwithstanding the above provisions, City shall have the right, at its sole
discretion and without cause, of terminating this Agreement at any time by giving
seven (7) calendar days prior written notice to Consultant. In the event of
termination under this Section, City shall pay Consultant for services
satisfactorily performed and costs incurred up to the effective date of termination
for which Consultant has not been previously paid. On the effective date of
termination, Consultant shall deliver to City all reports, Documents and other
information developed or accumulated in the performance of this Agreement,
whether in draft or final form.
29. COMPLIANCE WITH ALL LAWS
Consultant shall at its own cost and expense comply with all statutes,
ordinances, regulations and requirements of all governmental entities, including
federal, state, county or municipal, whether now in force or hereinafter enacted.
In addition, all work prepared by Consultant shall conform to applicable City,
county, state and federal laws, rules, regulations and permit requirements and be
subject to approval of the Project Administrator and City.
30. WAIVER
A waiver by either party of any breach, of any term, covenant or condition
contained herein shall not be deemed to be a waiver of any subsequent breach
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of the same or any other term, covenant or condition contained herein, whether
of the same or a different character.
31. INTEGRATED CONTRACT
This Agreement represents the full and complete understanding of every kind or
nature whatsoever between the parties hereto, and all preliminary negotiations
and agreements of whatsoever kind or nature are merged herein. No verbal
agreement or implied covenant shall be held to vary the provisions herein.
32. CONFLICTS OR INCONSISTENCIES
In the event there are any conflicts or inconsistencies between this Agreement
and the Scope of Services or any other attachments attached hereto, the terms
of this Agreement shall govern.
33. INTERPRETATION
The terms of this Agreement shall be construed in accordance with the meaning
of the language used and shall not be construed for or against either party by
reason of the authorship of the Agreement or any other rule of construction
which might otherwise apply.
34. AMENDMENTS
This Agreement may be modified or amended only by a written document
executed by both Consultant and City and approved as to form by the City
Attorney.
35. SEVERABILITY
If any term or portion of this Agreement is held to be invalid, illegal, or otherwise
unenforceable by a court of competent jurisdiction, the remaining provisions of
this Agreement shall continue in full force and effect.
36. CONTROLLING LAW AND VENUE
The laws of the State of California shall govern this Agreement and all matters
relating to it and any action brought relating to this Agreement shall be
adjudicated in a court of competent jurisdiction in the County of Orange.
37. 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 or age.
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IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on
the day and year first written above.
APPROVED AS TO FORM:
City Attorney
for the City of Newport Beach
ATTEST:
( '►"^ Q � /
y: is
Lav&W Fk ss,
JJJ City Clerk
o° m
�+trrow +•�
CITY OF
A MunW
for the City of Newport Beach
LEIGHTON CONSULTING, INC.
B.
(Corporate Officer)
Title: AW4r0,P0AWr i CEO
Print Name: "HOArws C.
(Financial Officer)
Title: ok -V
Print Name: l- nxlbr�-Oc'c-
Attachments: Community Center Exhibit A – Scope of Services
Community Center Exhibit B – Schedule of Billing Rates
Fire Station Exhibit A – Scope of Services
Fire Station Exhibit B – Schedule of Billing Rates
F:Wsers \PBW1SharedNgreements%FY 06- 07%LEIGHTON - NCCC &SAHFS.doc
14
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
July 26, 2006
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Mr. Dave Kiff
MI % Ca%ER
Estimated Budget No. I -06 -0705
Subject: Estimated Budget to provide Special Inspection and Material Testing Services
Community Center and Gymnasium Bldg.
San Joaquin Hills and Newport Coast Drive
In response to your request, Leighton Consulting, Inc. (LCI) is pleased to present this estimated
budget to conduct construction materials testing and special inspection services during the
construction of the Community Center and Gymnasium Building. We have prepared our
estimate based on plans and specifications provided by Dougherty and Dougherty Architects
dated Dec. 20, 2005. Our estimate encompassed continuous inspection of Concrete, Masonry
and Structural Steel/Welding per California Building Code has been included.
Prices are based on this project being a PREVAILING WAGE project.
Proposed Scope of Work
We anticipate our personnel will be on site periodically for both full time and part time
observation and testing. Our proposed scope of work will consist of Special Inspection and
Material Testing Services in support of City of Newport Beach Building Official's requirements.
The actual scope of work or time required may be different than outlined herein. Our proposed
scope based upon our understanding of the project will consist of the following:
17781 Cowan ■ Irvine, CA 92614 -6009 i
949.253.5922■ Fax 949.263.8843 ■www.leightonconsufing.com
0 0
Special Iroction and Materials Testing Inspection
• Field special inspection will be performed by a licensed registered Deputy Inspector during
rebar placement and concrete placement.
• Field special inspection during masonry placement will be provided by a licensed registered
Deputy Inspector.
• Field special inspection during structural steel construction will be provided by a licensed
registered Deputy Inspector.
• Inspection by a certified welding inspector will be provided at the field as needed.
• UT Inspection as needed.
• Verify Mill Certification, sample and test concrete, reinforcement steel and structural steel
products.
• Laboratory testing per ASTM specifications of
Concrete, Mortar, and Grout Specimens
Reinforcement steel
CMU grouted prisms
• Inspector coordination and administrative services.
• Laboratory compressive strength test reports - Scheduling and supervision.
• Supervision QA/QC and project management will be provided by our Civil Engineer of
Record and Materials Inspection Manager, as needed.
We have assumed the shop fabrication is an approved shop and that according to the general
notes on the project plans there are no shop inspections required. Due to non - mention of batch
plant inspection in the general notes, we have also assumed batch plant inspection is not required
for concrete. If either fab shop or batch plant inspections need to be performed at the onset of
construction, hourly rates will be charged in accordance with our attached fee schedule.
At
Teratest Labs, Inc.
A LEICNTON CROUP COMPANY
0
Leighton is prepared to begin our work immediately upon receipt of your signed authorization to
proceed. We would appreciate at least 72 hours advance notice for scheduling of field personnel
at the commencement of construction; work thereafter may be scheduled with 24 -hour notice.
Estimated Buda et: THIS IS A PREVAILING WAGE RATE PROJECT
We estimate the fees for Special Inspection and Materials Testing Services to be approximately
Fifty Six Thousand Eight Hundred Eight dollars ($56,808.00). A breakdown of the assumptions
and our estimated fee for each task is provided in the attached budget table. The actual fee will
be charged on a time and materials basis in accordance with attached 2006 Fee Schedule
prepared specifically for City of Newport Beach on January 10, 2006. The actual scope and cost
may vary from that presented herein. If the actual site visits or hours requested are less than
assumed, our fee would be less than estimated. If you are in agreement with this proposal, please
have two copies of both the attached Master Services Agreement and the Scope of Work
executed by a duly authorized officer and return both to us. We will return one fully executed
original to you for your records.
We look forward to again working with the City of Newport Beach. If you have any questions
regarding our proposal or information, which would update our fee estimate or scope of work,
please call us at your convenience.
Respectfully submitted,
LEIGHTON CONSULTING, INC.
Lloyd E. uehiro
Project Manager
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY
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Prop. No. 1 -06 -0705
Materials Inspection & Testing Estimated Budget
Community Center & Gymnasium Bldg. - San Joaquin Hills & Newport Coast Dr
Task 2. Masonry
6204 Special Inspection Masonry ICBO Hours
488 76 $37,088
Unit
Quantity
Rate
Cost
Task
1. Concrete
7269 CMU Grouted Prisms (Compression Test to 8 "x 8"x 16 ") Each
8 168 $1,344
7300 Tensile Test, Up to No. 10 Each
2 42 $84
6200
Special Inspection Concrete ICBO
Hours
64
76
$4,864
6242
Pick -up and Delivery
Each
8
50
$400
7200
Concrete Cylinders (6 "x 12 ") - Compression
Each
30
23
$690
7300
Tensile Test, Up to No. 10
Each
4
42
$168
7302
Bend Test, Up to No. 8
Each
4
34
$136
tests are subject to additional fees as shown in the above estimate and attached 2006 Fee Schedule 1 -06-0702 for the Homewood Suites,
Carlsbad project.
Sub -total
$6,258
Task 2. Masonry
6204 Special Inspection Masonry ICBO Hours
488 76 $37,088
6242 Pick -up and Delivery Each
8 50 $400
7260 Mortar Cylinders (2 "x4 ") Each
36 23 $828
7262 Grout Prisms (3 "x6") Each
24 23 $552
7269 CMU Grouted Prisms (Compression Test to 8 "x 8"x 16 ") Each
8 168 $1,344
7300 Tensile Test, Up to No. 10 Each
2 42 $84
7302 Bend Test, Up to No. 8 Each
2 34 $68
Sub -total $40,212
Task 3. Structural SteeUWelding
6202 Special Inspection Structural Steel/Welding & Bolting ICBO Hours
120 76 $9,120
6260 NDT Inspection Hours
24 89 $2,136
Sub -total $9,120
Task 4. Administrative Services
6100 Project Management/ Materials Inspection Manager Hours
4 100 $400
7103 Administration / Secretarial Time Hours
8 68 $544
7105 Review of Files for Final Letter of Affidavit (min. 2 hours) Hours
2 137 $274
Sub -total $1,218
OVERTIME IS NOT INCLUDED
TOTAL 58,808
The above schedule of charges is based on our 2006 Fee Schedule. The rate for a certified special deputy Inspector for this project is $76/hour at
a daily four -hour minimum. Any hours worked In excess of the four -hour minimum will be charged at the eight-hour daily rate. Sametlay
cancellations will be charged as a two -hour minimum. Additional inspectors, overtime, and material testing not stated above will be provided as
requested in accordance with our contract.
Our services are dependent upon the contractor's work schedule. Variances to the construction schedule resulting in additional hours, trips, or
tests are subject to additional fees as shown in the above estimate and attached 2006 Fee Schedule 1 -06-0702 for the Homewood Suites,
Carlsbad project.
Teratest Labs, Inc.
A le1GHTON GROUP COMPANY
COM9UNITY CENTER
4% F -Albit B
W
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
2006 PROFESSIONAL FEE SCHEDULE"
FOR PREVAILING WAGE PROJECTS
PROFESSIONAL SERVICES
TECHNICAL STAFF
Laborer" ................................................................................................................................................................ .............................9U
Soll /Field Technician' ............................................................................................................ ............................... ............................105
Staff Engineer /GeologisVScienOs7Field Supervisor .............................................................. ............................... ............................110
Senior Staff Engineer /Geologist/ Scientist ............................................................................... ............................... ............................125
Operations Manager/Equipment Operator ............................................................................. ............................... ............................145
Project Engi neer/ Geologtst/S clentist ...................................................................................... ............................... ............................145
Senior Project Engineer /Geologist/ Scientist ........................................................................... ............................... ............................180
Associate................................................................................................................................ ............................... ............................180
Principal................................................................................................................................ ............................... .............................195
SeniorPrincipal ...................................................................................................................... ............................... ............................235
TECHNICAL SUPPORT STAFF
Administrative Assislant/Word Processor ............................................................................................................... .............................70
CAD Operatorrrechnical Illusb*w/GIS Speci alist .................................................................. ............................... ............................100
VehicleUsage ......................................................................................................................................... ............................$10 per hour
Tiftmater, Inclinometer Units ...................................................................................... ............................... ............................200 per day
NuclearSoil Gauge .................................................................................................................................. .............................80 per day
GPSStation ............................................................................................................... ............................... ............................180 per day
OtherEquipment .................................................................................................... ............................... ...........................Upon Request
OTHER TERMS AND CONDITIONS
• Felt witness testimony will be charged at 2.0 times the above rates, with a minimum charge of four hours per day.
• Proposals are valid for 30 days, unless otherwise stated In the proposal.
• Heavy equipment, subcontractor fees aril expenses, supplemental insurance, travel, shipping, reproduction, and other reimbursable
expenses will be invoiced at cost plus 20 %, unless billed directly to, and paid by client
• Thirty percent of the fee for field studies will be invoiced Immediately to cover equipment and mobilization costs.
• Client agrees to provide all information in Client's possession about the actual or possible presence of buried utilities and hazardous
materials on the site, and agrees to reimburse Leighton for all costs related to their unanticipated discovery.
• Rates predicated on standard insurance coverage and a limit of liability to our fees For the project.
For -paid when paid" contracted work, Leighton shall receive payment within 10 calendar days from when our client receives payment
for our services.
Minimum Hourly Charges for Feld Technicians:
1. Monday -Friday ......................................................................... ..............................2 Hour Minimum
2. Saturday and Sunday.. ........................................................................................... 4 Hour Minimum
9080 499
(Continued on Reverse)
1 -W
17781 Cowan ■ Irvine, CA 92614.6009
949250.1421 ■ Fax 949.250.1114 ■ www.laightm=nsu [Ung.com
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TEST
$
TEST
$
Identification & Index Properties
Static Untaxiai & Triaxial Strength Tests
Moisture Content
16
Unconfined Compression (mffistrese%traapa0
89
Moisture and Density (Ring Samples)
25
UU Tag - Unc onsolidataNUndrained (persaeas)
168
Moisture and Density (Chunk Samples)
58
Consolidated Undrained (CU,R) (perstress)
347
Moisture Content & Density (Shelbylbutting)
63
Consolidated Drained (CD,S) with Volume Change
Atterberg limits (3 points)
121
Sandy -sihy sand soils (peranrawwdmq
373
Single Pairli)Honplastic
84
Silt- clayey and soil (percwAftsuaW
520
Visual classification of point as nonplastic
11
Clay soils prercanrmrrg
735
Particle Size: Sieve (W to -#200)
74
Three Stage Triaxiai Tests
Above $ +75%
Sieve (3" to - #200)
170
Hydrometer only
110
Consolidation & Swell Tests
Sieve & Hydrometer
158
Consolidation (w/o time rate)
194
Dispersive Characteristics of Clay Soil (amw Hymumew)
89
Each Time Reading & Curve per Increment
47
Specific Gravity: Fine (passing #4)
89
Each additional loadhxtbad w/o Time Reading
42
Coarse (retained on #4)
84
Expansion index
131
Total Porosity - On Shelby tube sample - cal.
137
Expansion Index (UBC 18.12)
131
Total Porosity - On other sample
105
Swell/CollapseTest (A)loaad1mimdovdotirnacwves
289
Photograph of sample
11
Single Load Swell/Collapse Test (B) seat kmd, end kw&fe
105
Shrinkage Limn (Wax Method)
126
SwciVCollapse Test (C)
383
Pinhole Dispersion
200
Collapse Potential of Solis
247
Sand Equivalent
89
Percent Passing #200 Sieve
58
Hydraulic Tests
Permeability (Hydraulic Conductivity)
Soil Chem"
- Undisturbed Tube Sample
194
42
- Remolded Sample
236
Ell Resistivity - single pant - insitu moisture
42
Tdaxial Permeability (at One Effective Stress)
294
Minimum Resistivity (minimum of 3 points)
89
- Each Addil Tonal Effective Stress
121
pH & Minimum Resistivity
131
- Hand Trinmitg for Horizontal K
58
Sulfate Content - Gravimetric
68
- Daily charge for Long Term Tests (> 7 days)
47
Sulfate Screen
32
Compatibility Tests in Flex -Wall Pemteameter. 89saare
326
Permeability, Sample Prep.. efc.
Chloride Content
68
Set -up for Leachate or Permearl Injection
105
Corrosion Suite: pH, cnarlde, Maaaan Reawiey s srmare (gravmetw)
221
Daily Equipment Usage Rate (afterisadaw k000)
47
Organic Matter Content
63
Remolding of Test Specimens
58
Shear Strength
Air Permeability (Inc. Moisture & Y)
100
Pocket Penetrometer
16
Air Permeability (Me fred far Says)
173
Torvane
16
Capillary - Moisture RelationshipsRxAdesdotate)
394
Single Point Shear
95
' ° (w,wwdpkare)
284
Direct Shear (3 points) Consolidated LWrairred- 0.05 o1Jmd1.
231
Direct Shear (3 ponds) Consolidated Undrained
488
Caffrans Tests
Remolding or Hand Trimming of specimens (3 pants)
74
Cairene 21 &Relative Compaction
205
Residual Shear - price per pass per point after shear
58
R- Value, Soils & Bases (StabiIameter)
289
Torsional Shear
620
Oriented or Block Hand Trimming
58
Box of Sample Rings
125
Daily Equipment Uses
37
Compaction & Bearing Capacity
R -Value - Untreated or Treated
263
R -Value -Line Treated
268
Standard Proctor Compaction - 4 points
Samples will be stored for 3 months. Prior notification is required II samples
4 inch mold
173
need to be stored for a longer period of time. A monthly, storage fee of
6 inch mold
205
$10beg and $51sleeve will be applied
Modified Proctor Compaction (Max Density) - 4 points
prices shown above are based on the assumption that all soil samples are
4 inch mold
184
"dean" and that turnaround time of results Is standard (1 to 2 weeks). For
6 inch mold
215
contaminated soil (Levels C & D-- personnel protective equipment only, no
Check Point
79
Level Ali please add a 15% surcharge. Contaminated sea samples will be
Relative Density (0.1 cubic foot maid)
236
retumed to the site or property owner.
California Bearing Ratio (CBR) -3 pant
557
1-NP
—1 pant `
184
17781 Cowan IN Irvke, CA 92614.6009
SM4 95n 1491 ■ Fact A4A 95771114 ■ wow Iwinhkmmmllldnn rnm
0 0
41
Leighton Consulting, Inc
A LGIGNTON GROUP COMPANY
MATERIALS TESTING & INSPECTION SCHEDULE OF SERVICES — Prevailing Wage
Task
Professional Services
Price $ 1 hour
6100
Project Management / Materials Inspection Manager
100
7100
Principal Engineer
160
7101
Registered Civil Engineer
121
7102
Staff Engineer
95
7103
Administration / Secretarial Time
68
7104
Reports —Test Results
16 ea.
7105
Review of Files for Final Letter of Affidavit (min. 2 hours)
137
7106
Expert Witness, Consultation and Court Appearances (min. 4 hours)
263
7107
Submittal Review for Compliance with Project
Plans and Specifications
137
7106
Structural Observation designated by the
Architect or Engineer of Record (Seismic Zones 3 & 4)
210
Task
Inspection Services
Price $ 1 hour
6150
Relocatable Building In -Plant Inspections, Title 24
95
6151
DSA Project Inspector (IOR) — Class 1
110
6152
DSA Project Inspector (IOR) — Class II
100
6153
DSA Project Inspector (IOR) — Class 111
100
6154
DSA Project Inspector (IOR) — Class IV
84
6200
Special Inspection Concrete ICBO
76
6201
Special Inspection Post - Tension Concrete ICBO
76
6202
Special Inspection Structural SteeUWelding & Boiling ICBO
76
8203
Special Inspection Welding AWS/CWI
82
6204
Special Inspection Masonry ICBO
76
6205
Special Inspection Masonry DSA
82
6206
Special Inspection Roofing
76
6207
Special Inspection Asphalt
76
6208
Special Inspection Fireproofing ICBO
76
6209
Electrical Inspection
76
6210
Mechanical Inspection
76
6211
Special Inspection Shotcrete ICBO
76
6212
Special Inspection Shotcrete DSA
82
6213
Special Inspection Epoxy Injection & Anchors
76
6214
Batch Plant Inspection Concrete
76
6215
Batch Plant Inspection Asphalt
76
6216
Building Inspection ICBO
76
6217
Fabrication Inspection (Local) AWS/CWI, ICBO, Glulam
82
6218
Fabrication Inspection (Outside Local Area)
Quote
Task
Technician Services
Price $ / hour
6230
Technician- Materials- Field/Concreta
76
6231
Technician -Soil (Compaction Tests Only)
Quote
6232
Coring and Sizing (in house)
71
7120
Laboratory Technician
71
6233
Pachometer Inspection - Technician
76
6234
Schmidt Hammer Inspection - Technician
76
6235
Moisture Testing - Technician
76
6236
Grounding Rod Soil Resistance Test - Technician
263 ea.
6237
Pullout Test on Embedded Botts, Anchors and Dowels
76
6238
Earth Anchor Hold Down Test (4 Hour, Full Load Application with 5 minimum)
163 ea.
6239
Earth Anchor Hold Down Test (Prelude / Short Term, w/Full Load)
19 ea.
6240
Coring Concrete, Masonry or Asphalt in Field
89
6241
Sawing Concrete, Masonry or Asphalt in Field
100
6242
Pick -up and Delivery - Standard
501trip
6243
Technician Travel Time (>40mi. radius of Irvine lab)
63/hr.
1 -06P
17781 Cowan ■ Irvine, CA 92614 -M
949250.1421 ■ Fax 949.250.1114 ■ www.leighftcmwitlng.com
E
4#
Leighton Consulting, Inc.
A L91GHT0N 040YP COMPANY
0
Task
Nori- Destructive Testing (NDT)
Price $1 hour
6260
Ultrasonic Inspection
89
6261
Dye Penetrant Inspection
89
8262
Magnetic Particle Inspection
89
6263
Radiographic Testing
QuoteRaur
6264
Travel Charge
Quotathour or mile
6265
Truck Charge
Quotafday
6266
Film
QuotpAm
Task
Equipment Charges
Price S /day
6300
Skidmore- Wilhelm Bolt Cell
42
6301
Torque Wrench
16
6302
Air Meter
21
6303
Pachometer
53
6304
Schmidt Hammer
32
6305
Nuclear Density Gauge
79
6306
Vibrating Probe (Concrete)
42
6307
Generator
53
Task
Concrete Strength Characteristics
Method
Price $ ea.
7200
Concrete Cylinders (6"x 12") - Compression
ASTM C-39
23
7201
Gunite /Shotcrete Cores (Lab Coring & Testing Only)
ASTM C-42
53
7202
Lightweight Fill Concrete (3"x8")
ASTM C -495
34
7203
Compression, Concrete or Masonry Cores (Testing Only) Max. Diameter 6"
ASTM C-42
34
7204
Splitting Tensile
ASTM C-496
40
7205
Flexural Strength of Concrete (Simple Beam with TO pt. Loading)
ASTM C-78
58
7206
Mix Design, Determination of Proportions
158
7207
Mix Design, Review of Existing
137
7208
Laboratory Trial Batch with Slump, Unit Weight & Air Content
ASTM C -192
473
7209
6"x 12" Cylinder, Make and Test (Lab Trial Batch)
ASTM C -192
23
7210
3"x 6" Grout Prisms, Make and Test (Lab Trial Batch)
ASTM C -192
23
7211
6"x 6" Flexural Beams, Make and Test (Lab Trial Batch)
ASTM C -192
34
7212
Per Sample Pick -up within 40 -miles of Irvine Lab
11
7213
Cylinder Molds, 6 "x 12 ", 2"x 4" (Not Used With Testing)
3
7214
Unit Weight of Hardened Light weight Concrete
ASTM C -567
34
7215
Rapid Cure Concrete Cylinders (Boil Method)
ASTM C -684
34
7216
Drying Shrinkage (Four Readings, up to 90 days, 3 bars)
ASTM C -157
263
7217
Modulus of Elasticity/Poisson's Rata
ASTM C -469
368
7218
Petrographic Analysis of Hardened Concrete
ASTM C -856
1575
7219
Cement Content Analysis of Hardened Concrete
ASTM C 1084
1050
Task
Aggregate Properties
Method
Price $ ea.
7240
Sieve Analysis of Fine and Coarse Aggregate
ASTM C -136
131
7241
Sieve Analysis -Finer than #200 (Wash)
ASTM 0-117
79
7242
LA Rattler - Smaller Coarse Aggregate < 11/7
ASTM C -131
163
7243
LA Rattler - larger Coarse Aggregate > 3/A"
ASTM C -535
189
7244
Soundness
ASTM C-88
215
7245
Organic Impurities
ASTM C-40
68
7246
Clay Lumps, Friable Particles
ASTM C -142
131
7247
Durability Index
CTM 229
131
7248
Cleanness Value of Coarse Aggregate
CTM 227
105
1-06P
17781 Cowan ■ Irvine, CA 92614.8009
949250.1421 a Fax 949.250.1114 ewww.leighbnconsu%rg.wm
0 0
�vJ
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
Task
Masonry
Method
Price $ ea.
7260
Mortar Cylinders (2"x4")
ASTM C•780
23
7261
Mortar Cubes (2'x2')
ASTM C -109
23
7262
Grout Prisms (3'x6')
ASTM C -1019
23
7263
Compression, Concrete or Masonry Cores, Max. Diameter 6' (Testing Only)
ASTM C-42
34
7264
CMU Compression (3 required) to size 8 "x 8'x 16'
ASTM C -140
45
7265
CMU Compression (3 required) greater than 8"x 8 "x 16'
ASTM C -140
50
7266
CMU Moisture Content, Absorption & Unit Weight (6 required)
ASTM C•140
84
7267
Masonry Efflorescence (5 required)
ASTM C-67
63
7268
CMU Linear Drying Shrinkage
ASTM C -426
95
7269
CMU Grouted Prisms (Compression Test to 8 "x 8'x 1(')
ASTM E-447
168
7280
CMU Grouted Prisms (Compression Test larger than 8"x 8" x16')
ASTM E-447
189
7281
Masonry Core-Shear Idle 24 (Test Only)
63
Task
Brick
Method
Price S ea.
7290
Compression (5 required)
ASTM C-67
40
7291
Modulus of Rupture (5 required)
ASTM C-67
40
7292
Absorption, Soak (5 required)
ASTM C-67
32
7293
Absorption, Boil (5 required)
ASTM C-67
32
7294
Absorption, Saturation Coefficient (5 required)
ASTM C-67
47
7295
Initial Rate of Absorption (5 required)
ASTM C-67
40
7296
Efflorescence (5 required)
ASTM C-67
53
7297
Efflorescence with Mortar (5 required)
ASTM C-67
63
Task
Steel Reinforcement
Method
Price $ aa.
7300
Tensile Test, Up to No. 10
ASTM A-370
42
7301
Tensile Test, No. 11 and over
ASTM A370
89
7302
Bend Test, Up to No. 8
ASTM A -370
34
7303
Bend Test, No. 9 and over
ASTM A370
50
7304
Processing Mill Certificates (per size and heat)
17
Task
Structural Steal
Method
Price $ ea.
7310
Tensile Strength, Up to 100,000lbs
ASTM A -370
42
7311
Tensile Strength, 100,000 to 200,000lbs
ASTM A370
58
7312
Bend Test
ASTM A370
37
7313
Pipe Flattening Test
ASTM A370
Quote
7314
Machining and Preparation of Samples
ASTM A370
50
7315
Brinell & Rockwell Hardness Test
ASTM A370
53
7316
Chemical Analysis, Carbon and Low Alloy Steel
Quote
7317
Processing Mill Certificates (per size and heat)
17
Task
Prestress
Method
Price $ ea.
7320
Prestress Wire
ASTM A-416
158
7321
Sample Preparation
50
7322
Prestress Cable, 7 Wire (Breaking StrenglhfMDdulus of Elasticity)
ASTM A-416
168
Task
Weld Procedure and Welder Qualifications
Price $
6320
Welder CerBflcatlon/Weld Procedure Review (AWSICWI)
821hr.
7330
Weld Tensile Test
40 ea.
7331
Weld Bend Test
28 ea.
7332
Wekl -Macro Etch
45 ea.
7333
Boil Tensile Test
50 ea.
Task
Fireproofing
Method
Price $
7340
Unit Weight (Density)
UBC Std. 7-6
53 ea.
7341
Cohesion/Adhesion
UBC Std. 7-6
71/hr.
1 -06P
17781 Cowan a Irvine, CA 92814-6009
949250.1421 ■ Fax 949.250.1114 a www.leightonconsultlng.com
0 0
rA7
Leighton Consulting, Inc.
• LEIGHTON GROUP COMPANY
Task
Roofing
Method
Price $
7345
Unit Weight
71 /hr,
7346
Tlle- Breaking Strength /Absorption (min. 5 samplasnest)
UBC 155
6862.
7347
Clay or Concrete Tile
Tide 24
Quote
Task
Asphalt Concrete, General Testing
Method
Price $ ea.
7350
Extraction, G% Asphalt
ASTM D 2172
134
7351
Extraction & Gradation
ASTM D 2172/C 136
186
7352
Unit Weight — Molded Specimen of Cores
ASTM D-118
40
7353
Bulk Specific Gravity
CTM 3D8
152
7354
StebilometerValue
CTM 366
225
7355
Maximum Density - MARSHALL
ASTM D -1559
147
7356
Maximum Density with Stability & Row
ASTM D -1559
194
7357
Bituminous Mixture Preparation
CTM 304
57
Task
Mix Design/Control
Method
Price $ Ga.
7360
Mix Design — HVEEM Including Aggregate Tests per Design
ASTM D 1560/CTM 366
Quote
7361
Mix Design — MARSHALL including Aggregate Tests per Design
ASTM D 1559
Quote
7362
Field Mix — HVEEM Stability per point
ASTM D 15601CTM 366
158
7363
Field Mix - MARSHALL Stability per point
ASTM D 1559
158
Task
Moisture Test
Method
Price $ ea.
6325
Moisture Tests
ASTM E- 1907
57
6326
Moisture Retest
ASTM E- 1907
40
CalTrans Tests
Method
Price $ ea.
8000
Relative Compaction
CTM216
205
7370
Soil & Aggregate Preparation & Solve (Fine & Coarse Aggregate) **
CTM 201 & 202
289
7371
Sand Equivalent **
CTM 217
86
7372
Moisture Content (Oven Drying)"'
CTM 226
17
7373
Grading & Specific Gravity Calculation *
CTM 105
62
8001
R Value, Soils & Bases (Stabibmeter)'
CTM 301
281
7374
Compressive Strength - Concrete Cylinder t
CTM 521
23
7375
Air Content of Fresh Concrete (Pressure Method) t
CTM 504
71/hr.
7376
Flexural Strength of Concrete (simple beam w/ centerpoint loading) t
CTM 523
84
7377
Moisture Content of Asphalt t
CTM 370
57
7378
Sampling Highway Materials/Products (Roadway Structural Sections) t
CTM 125
pertrour Quote
*soil tmaterial *'soli & matedals
1 -06P
17781 Cowan ■ Irvine, CA 92614 MM
949.250.1421 ■ Fax 949.25D.1 114 ■ www.leightorwnsu@ng.00m
•
it
Leighton Consulting, Inc.
A LEIONTON GROUP COMPANY
Cl
BASIS OF CHARGES FOR MATERIALS INSPECTION AND TESTING — PrevaBina Waae
REGULAR WORK HOURS: First 8 hours between 8:00 a.m. and 5:00 p.m. Monday through Friday, except holidays.
r
and Sundays.
in
COMPLETION: Inspector will remain on job unfit discharged by competent authority .
CANCELLATION: No Charge 0 made before 4:00 p.m. of the preceding day. See Minimum Charge.
PARKING: When not furnished for Inspector, parking will be charged as paid by the Inspector.
SUBSISTENCE: On remote jobs, Subsistence, when not furnished for Inspector, will be charged by Quotation.
INSURANCE: uired by the
in
LICENSES & PERMITS: The additional cost of any special licenses or permits for a project will be billed at cost plus 20 percent
PREVAILING WAGE: r
increase a
1 -06P
17781 Cowan ■ Irvine, CA 92614 -MM
949250.1421 ■ Fax 94925D.1 114 11 www.leigttonconsuldng.cam
r•ravw�nrrl 4hifh +9 Fes, h. e f M w u . -.- •_- -
MINIMUM HOURLY
A. Special Inspector (Field Time Only)
CHARGES — Inspectors &
1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day ..................2 Hours
Technicians:
2. One -half working day or less ....................................................... ..............................4 Hours
3. Over one -half working day /or begins before noon and extends into afternoon .......... 8 Hours
B. General Inspector (Field Time Only)
1. One-half working day or less ....................................................... ..............................4 Hours
2. Over one -half working day /or begins before noon and extends into afternoon .......... 8 Hours
C. Technician — FieldlConcrete
1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day ..................2 Hours
2. One-half working day or less ....................................................... ..............................4 Hours
3.Over one -half working day /or begins before noon and extends into afternoon..........8 Hours
CYLINDER HOLDS:
After the 28-day breaks meet PSI required strength, all HOLDS will automatically be disposed of,
unless specified in writing prior to the 28-day break.
OUTSIDE SERVICES:
Outside services performed by others and direct casts expended on the client's behalf are charged at
cost plus 20%. These expenses include equipment rental, parking, subsistence, photographs, co-
insurance endorsement, eta
MILEAGE CHARGES:
Mileage for inspection, testing or sampling, over a 40 -mile radius from our nearest facility and less than
100 miles will be charged at $1.00 per mile. (No mileage charge to and from our office).
REPORT CHARGES:
Secretarial time wdl be charged at $70 per hour. A maximum of 6 copies will be issued for each report.
FILE SEARCH &
Minimum $70 will be charged far Secretarial Time.
REISSUE OF REPORT:
REPORTING:
All reports contracted for by the client will be considered confidential Information and submitted directly
to him. We will require the authorization of the client prior to distribution to parties other than those
designated in Section 1701 of the Uniform Budding Code or Title 24, Part 1, California Administrative
Code.
COMPLETION: Inspector will remain on job unfit discharged by competent authority .
CANCELLATION: No Charge 0 made before 4:00 p.m. of the preceding day. See Minimum Charge.
PARKING: When not furnished for Inspector, parking will be charged as paid by the Inspector.
SUBSISTENCE: On remote jobs, Subsistence, when not furnished for Inspector, will be charged by Quotation.
INSURANCE: uired by the
in
LICENSES & PERMITS: The additional cost of any special licenses or permits for a project will be billed at cost plus 20 percent
PREVAILING WAGE: r
increase a
1 -06P
17781 Cowan ■ Irvine, CA 92614 -MM
949250.1421 ■ Fax 94925D.1 114 11 www.leigttonconsuldng.cam
E
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
July 26, 2006
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Mr. Lloyd Dalton
FIRE STATION
Exhibit A
Estimated Budget No. I -06 -0706
Subject: Estimated Budget to provide Special Inspection and Material Testing Services
Fire Station and Fire Training Facility
Santa Ana Heights
Introduction
In response to your request, Leighton Consulting, Inc. (LCI) is pleased to present this estimated
budget to conduct construction materials testing and special inspection services during the
construction of the Fire Station and Fire Training Facility. We have prepared our estimate based
on plans and specifications provided by RRM Design Group dated Jan. 31, 2006. Our estimate
encompassed continuous inspection of Concrete, Masonry and Structural Steel/Welding per
California Building Code has been included.
Prices are based on this project being a PREVAILING WAGE project.
1.
■� . .
We anticipate our personnel will be on site periodically for both full time and part time
observation and testing. Our proposed scope of work will consist of Special Inspection and
Material Testing Services in support of City of Newport Beach Building Official's requirements.
The actual scope of work or time required may be different than outlined herein. Our proposed
scope based upon our understanding of the project will consist of the following:
17781 Cowan ■Irvine, CA 92614 -6009
949.253.5922■ Fax 949.263.8843 ■www.leightonconsulting.com
• •
Special Inspection and Materials Testing Inspection
• Field special inspection will be performed by a licensed registered Deputy Inspector during
rebar placement and concrete placement.
• Field special inspection during masonry placement will be provided by a licensed registered
Deputy Inspector.
• Field special inspection during structural steel construction will be provided by a licensed
registered Deputy Inspector.
• Inspection by a certified welding inspector will be provided at the field as needed.
• Verify Mill Certification, sample and test concrete, reinforcement steel and structural steel
products.
• Laboratory testing per ASTM specifications of:
Concrete, Mortar, and Grout Specimens
Reinforcement steel
CMU grouted prisms
• Inspector coordination and administrative services.
• Laboratory compressive strength test reports - Scheduling and supervision.
• Supervision QA/QC and project management will be provided by our Civil Engineer of
Record and Materials Inspection Manager, as needed.
We have assumed the shop fabrication is an approved shop and that according to the general
notes on the project plans there are no shop inspections required. Due to non - mention of batch
plant inspection in the general notes, we have also assumed batch plant inspection is not required
for concrete. If either flab shop or batch plant inspections need to be performed at the onset of
construction, hourly rates will be charged in accordance with our attached fee schedule.
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY
0 •
Schedule
Leighton is prepared to begin our work immediately upon receipt of your signed authorization to
proceed. We would appreciate at least 72 hours advance notice for scheduling of field personnel
at the commencement of construction; work thereafter may be scheduled with 24 -hour notice.
Estimated Budget: THIS IS A PREVAILING WAGE RATE PROJECT
We estimate the fees for Special Inspection and Materials Testing Services to be approximately
Fifty Seven Thousand Five Hundred Eight dollars ($57,598.00). A breakdown of the
assumptions and our estimated fee for each task is provided in the attached budget table. The
actual fee will be charged on a time and materials basis in accordance with attached 2006 Fee
Schedule prepared specifically for City of Newport Beach on January 10, 2006. The actual
scope and cost may vary from that presented herein. If the actual site visits or hours requested
are less than assumed, our fee would be less than estimated. If you are in agreement with this
proposal, please have two copies of both the attached Master Services Agreement and the Scope
of Work executed by a duly authorized officer and return both to us. We will return one fully
executed original to you for your records.
We look forward to again working with the City of Newport Beach. If you have any questions
regarding our proposal or information, which would update our fee estimate or scope of work,
please call us at your convenience.
Respectfully submitted,
LEIGHTON CONSULTING, INC.
i
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY '
Prop. No. W6 -0706
Materials Inspection & Testing Estimated Budget
Santa Ana Heights Fire Station and Fire Training Facility
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY
Unit
Quantity
Rate
Cost
Task
1. Concrete
6200
Special Inspection Concrete ICBO
Hours
368
76
$27,968
6242
Pick -up and Delivery
Each
8
50
$400
7200
Concrete Cylinders (6 "x 12 ") - Compression
Each
36
23
$828
7300
Tensile Test, Up to No. 10
Each
4
42
$168
7302
Bend Test, Up to No. 8
Each
4
34
$136
Subtotal
$29,500
Task
2. Masonry
6204
Special Inspection Masonry ICBO
Hours
232
76
$17,632
6242
Pick -up and Delivery
Each
8
50
$400
7260
Mortar Cylinders (2 "x4 ")
Each
24
23
$552
7262
Grout Prisms (3 "x6 ")
Each
16
23
$368
7259
CMU Grouted Prisms (Compression Test to 8 "x 8 "x 16 ")
Each
11
168
$1,848
7300
Tensile Test, Up to No. 10
Each
2
42
$84
7302
Bend Test, Up to No. 8
Each
2
34
$68
Sub -total
$20,800
Task
3. Structural SteelMelding
6202
Special Inspection Structural SteelAMelding & Bolting ICBO
Hours
80
76
$6,080
Sub -total
$6,080
Task
4. Administrative Services
6100
Project Management/ Materials Inspection Manager
Hours
4
100
$400
7103
Administration / Secretarial Time
Hours
8
68
$544
7105
Review of Files for Final Letter of Affidavit (min. 2 hours)
Hours
2
137
$274
Sub -total
$1,218
OVERTIME IS NOT INCLUDED
TOTAL 57,598
The above schedule of charges is based on our 2006 Fee Schedule. The rate for a certified spacial deputy inspector for this project is $76Raur at
a daily four -hour minimum. Any hours worked in excess of the four -hour minimum will be charged at the
eight -hour daily rate. Sarre -day
cancellations will be charged as a two-hour minimum. Additional inspectors, overtime, and material testing not stated above will be provided as
requested
in accordance with our contracL
Our services are dependent upon the contractor's work schedule. Variances to the ConsWction schedule resulting In additional hours, trips, or
tests are subject to additional fees as shown in the above estimate and attached 2006 Fee
Schedule 1- 0&0702 for the Homewood Sultes,
Carlsbad project.
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY
FIRE STATION
♦ Exhibit B
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
2006 PROFESSIONAL FEE SCHEDULE"
FOR PREVAILING WAGE PROJECTS
PROFESSIONAL SERVICES
TECHNICAL STAFF
LaboreP• ................................................................................................................................................................ .............................90
SoNFIeldTechnician— ............................................................................................................ ............................... ............................105
Staff EngineeOGeologist/Scienf"Field Supervisor ............................................................... ............................... ............................110
Senior Staff Engineer /Geologist Sdentist ............................................................................... ............................... ............................125
Operations Manager /Equipment Operator ............................................................................. ............................... ............................145
Project Engineer/ Geologlst/Sdendst ...................................................................................... ............................... ............................145
Senior Project Engineer/ Geologlst(Sclentlst ........................................................................... ............................... ............................160
Associate................................................................................................................................ ............................... ............................180
Principal................................................................................................................................. ............................... ............................195
SeniorPrincipal ...................................................................................................................... ............................... ............................235
TECHNICAL SUPPORT STAFF
AdministrativeAssistant/Word Processor ............................................................................................................... .............................70
CAD Operator/Technical Illustrator /GIS Specialist .................................................................. ............................... ............................100
VehicleUsage .........................................................................................................................................
............................$10 per tour
Tiltmeter, Inclinometer Units ......................................................................................
............................... ............................200 per day
NuclearSoil Gauge ...................................................................................................................................
.............................80 per day
GPSStation ...............................................................................................................
............................... ............................160 per day
OtherEquipment ...............................................................................................................................
............................... Upon Request
OTHER TERMS AND CONDITIONS
• I i Will WM—arg—ed at 1.5 times the basic rate.
• Expert witness testimony will be charged at 2.0 times the above rates, with a minimum Charge of four hours per day.
• Invoices are re
• • roposa s are valid for 30 days, unless otherwise stated in the proposal.
• Heavy equipment, subcontractor fees and expenses, supplemental insurance, travel, shipping, reproduction, and other reimbursable
expenses will be invoiced at cost plus 20%, unless billed directly to, and paid by client.
• Thirty percent of the fee for field studies will be invoiced immediately to cover equipment and mobilization costs.
• Client agrees to provide all information in Client's possession about the actual or possible presence of buried utilities and hazardous
materials on the site, and agrees to reimburse Leighton for all costs related to their unanticipated discovery.
• Rates predicated on standard insurance coverage and a limit of liability to our fees for the project.
• For "paid when paid" contracted work. Leighton shall receive payment within 10 calendar days from when our client receives payment
for our services.
• Minimum Hourly Charges for Field Technicians:
1. Monday - Friday ......................................................................... ..............................2 Hour Minimum
2. Saturday and Sunday ............................................................... ..............................4 Hour Minimum
h December 31 2006 filled at then -current rates.
te.
9060 499 (Continued on Reverse)
1 -06P
17781 Cowan ■ Irvine, CA 92814-6009
949.250.1421 ■ Fax 949.250.1114 ■ wwwleightonconsulting.00m
0
0
TEST
$
TEST
$
Identification & Index Properties
Static Uniaxial & Trivial Strength Tests
Moisture Comets
16
Unconfined Compression fresoesstharspkt)
89
Moisture and Density (Ring Samples)
26
UU Test— Unoonsolidateftndrained (persirm;
168
Moisture and Density (Chunk Samples)
55
Consolidated Undrained (CU,IQ (wswal
347
Moisture Content & Density (ShelbykW ng)
63
Consolidated Drained (CD,S) with Volume Change
Atierberg Limits (3 points)
121
Sandy -silty sand soils (perconlfningseess)
373
Single PoittMonplastic
84
Sift- clayey and soil (permrrknrgstress)
520
Visual classification of point as ntonphastic
11
Clay soils (parc«,rmmg mess)
735
Particle Size: Sieve (3A' to 4200)
74
Three Stage Tdaxial Tests
Above $ +75%
Sieve (3" to - #200)
110
Hydrometer only
110
Consolidation & Swell Tests
Sieve & Hydrometer
158
Consolidation (w/o time rate)
194
Dispersive Characteristics of Gay Soil (Dour* HydronmteQ
89
Each Time Reading & Curve per Increment
47
Specific Gravity: Fine (passing #4)
89
Each additional load/unload w/o Time Reading
42
Coarse (retained on #4)
84
Expansion Index
131
Total Porosity — On Shelby tube sample — catc.
137
Expansion Index (UBC 18-12)
131
Total Porosity — On other sample
105
Swell/Collapse Test (A)10loaMmioadsvdo time curves
289
Photograph of sample
11
Single Load S vell(Collapse Test (B) Seat road, and k irdo
105
Shrinkage Limits (Wax Metboo
126
SweNCoilapse Test (C)
383
Pinhole Dispersion
200
Collapse Potential of Soils
247
Sand Equivalent
89
Percent Passing #200 Sieve
56
Hydraulic Tests
Permeability (Hydraulic Conductivity)
Soil Chemistry
— Undisturbed Tube Sample
194
pH
42
— Remolded Sample
236
Electrical Resistivity — single point— Insftu moisture
42
Triaxlal Permeability (at One Effective Stress)
294
Minimum Resistivity (minimum of 3 points)
89
- Each Additional Effective Stress
121
pH & Minimum Resistivity
131
- Hand Trimming for Horizontal K
58
Sulfate Content - Gravimetric
68
- Daily charge for Long Term Tests (> 7 days)
47
Sulfate Screen
32
Compatibility Tests in Flex -Wall Permeameter: ttaselbre
326
Permeeb,14, sample Prep, eta
Chloride Content
68
Set -up for Leachate or Permeant Injection
105
Corrosion Suite: pf1, cnadds, s&drtum aesxway a sudate (grahnew)
221
Daily Equipment Usage Rate (agerrewhoo u*ft)
47
Organic Matter Content
63
Remolding of Test Specimens
58
Shear Strength
Air Permeability (inc. Moisture & Density)
100
Pocket Penetrometer
16
Air Permeability (Modified for Sof el
173
Torvane
16
Capillary- Mosture Relationships tmdrdaraoclre)
394
Single Point Shear
95
° " (wdlawdW oars)
284
Direct Shear (3 points) Consolidated (lndrained - 045 in. /min.
231
Direct Shear (3 points) Consolidated Undrained
488
Catrrans Tests
Remolding or Hand Trimming of specimens (3 points)
74
Cahrans 216 - Relative Compaction
205
Residual Shear — price per pass per point after shear
58
R- Value, Soils & Bases (Stabikxneter)
289
Torsional Shear
620
Oriented or Block Hand Trimming
58
Box of Sample Rings
125
Daily Equipment Usage
37
Compaction & Bearing Capacity
R -Value — Untreated or Treated
263
R -Value —Lime Treated
268
Standard Proctor Compaction - 4 points
Samples will be stored for 3 months. Prior notification is required if samples
4 Inch mold
173
need to be stored for a longer period of time. A monthly storage fee of
6 inch mold
205
$16Rag and $51deeve will be applied.
Modified Proctor Compaction (Max Density) - 4 points
4 inch moll
184
Prices shown above are based on the assumption that all soil samples are
6 inch moll
215
°dean' and that turnaround time of results is standard (1 to 2
weeks). For
contaminated soil (Levels C & D-- personnel protective equipment only, no
Check Point
79
Level A), please add a 15% surcharge. Contaminated sal samples will be
Relative Density (0.1 cubic foot mold)
236
returned to the site or property owner.
California Bearing Ratio (CBR) —3 point
557
1 -06P
—1 point '
184
77781 Cowan ■ Irvine, CA 92614.6009
MQ 9.9n 14710 Fm A4.4 grin 1114 ■ wuna Ininhtnnmnwrltinn
MM
0 0
41
Leighton Consulting, Inc
A LEIGHTON GROUP COMPAHY
MATERIALS TESTING & INSPECTION SCHEDULE OF SERVICES — Prevailing Wage
Task
Professional Services
Price $1 hour
6100
Project Management
/ Materials Inspection Manager
100
7100
Principal Engineer
160
7101
Registered Civil Engineer
121
7102
Staff Engineer
95
7103
Administration / Secretarial Time
68
7104
Reports — Test Results
16 ea.
7105
Review of Files for Final Letter of Affidavit (min. 2 hours)
137
7106
Expert Witness, Consultation and Court Appearances (min.4 hours)
263
7107
Submittal Review for Compliance with Project Plans and Specifications
137
7108
Structural Observation designated by the Architect or Engineer of Record (Seismic Zones 3 & 4)
210
Task
Inspection Services
Price $1 hour
6150
Relocetable Building In -Plant Inspections, Title 24
95
6151
DSA Project
Inspector (IOR) — Class 1
110
6152
DSA Project
Inspector (IOR) — Class II
100
6153
DSA Project
Inspector (IOR) — Class 111
100
6154
DSA Project
Inspector (IOR) — Gass IV
84
6200
Special Inspection Concrete ICBO
76
6201
Special Inspection Post - Tension Concrete ICSO
76
6202
Special Inspection Structural SteeVWelding & Bolling ICBO
76
6203
Special Inspection Welding AWS/CWI
82
6204
Special Inspection Masonry ICBO
76
6205
Special inspection Masonry DSA
82
6206
Special Inspection Roofing
76
6207
Special Inspection Asphalt
76
6208
Special Inspection Fireproofing ICBO
76
6209
Electrical Inspection
76
6210
Mechanical Inspection
76
6211
Special Inspection Shotcrete ICBO
76
6212
Special Inspection Shotcrete DSA
82
6213
Special Inspection Epoxy Injection & Anchors
76
6214
Batch Plant Inspection Concrete
76
6215
Batch Plant inspection Asphalt
76
6216
Building Inspection ICBO
76
6217
Fabrication Inspection (Local) AWS/CWI, ICBO, Glukrm
82
6218
Fabrication Inspection (Outside Local Area)
Quote
Task
Technician Services
Price $1 hour
6230
Technician - Materials- FieWConcrete
76
6231
Technician -Soil (Compaction Tests Only)
Quote
6232
Coring and Sizing (in house)
71
7120
Laboratory Technician
71
6233
Pachometer Inspection - Technician
76
6234
Schmidt Hammer Inspection Technician
76
6235
Moisture Testing - Technician
76
6236
Grounding Rod Soil Resistance Test - Technician
263 ea.
6237
Pull -out Test on Embedded Bolts, Anchors and Dowels
76
6238
Earth Anchor Hold Down Test (4 Hour, Full Load Application with 5 minimum)
163 ea.
6239
Earth Anchor Hold Down Test (Prelude / Short Term, w/Full Load)
19 ea.
6240
Coring Concrete, Masonry or Asphalt in Field
89
6241
Sawing Concrete, Masonry or Asphalt in Field
100
6242
Pick -up and Delivery - Standard
501trgr
6243
Technician Travel Time (>40mi. radius of Irvine lab)
631hr.
1-06P
17781 Cowan ■ Irvine, CA 92614.6009
949.250.1421 a Fax 949.250.1114 •www.leghtmoonsxAtlng.com
Leighton Consulting, Inc.
A LZIOR1ON DROOP COMPANY
Task
Non- Destructive Testing (NDT)
Price $1 hour
6260
Ultrasonic Inspection
89
6261
Dye Penetrant Inspection
89
6262
Magnetic Particle Inspection
89
6263
Radiographic Testing
Quotelhour
6264
Travel Charge
Quotelfwur or mile
6265
Truck Charge
Quotelday
6266
Film
Quote/fiim
Task
Equipment Charges
Price $ / day
6300
Skidmore- Wilhaim Dolt Call
42
6301
Torque Wrench
16
6302
Air Meter
21
6303
Pachometer
53
6304
Schmidt Hammer
32
6305
Nuclear Density Gauge
79
6306
Vibrating Probe (Concrete)
42
6307
Generator
53
Task
Concrete Strength Characteristics
Method
Price $ ea.
7200
Concrete Cylinders (6 "x 12") - Compression
ASTM C-39
23
7201
Gunite /Shotcrete Cores (Lab Coring 8 Testing Only)
ASTM C-42
53
7202
Lightweight Fill Concrete (3°x6")
ASTM C -495
34
7203
Compression, Concrete or Masonry Cores (Testing Only) Max. Diameter 6"
ASTM C-42
34
7204
Splitting Tensile
ASTM C -496
40
7205
Flexural Strength of Concrete (Simple Beam with 3rtl pt. Loading)
ASTM C-78
58
7206
Mix Design, Determination of Proportions
158
7207
Mix Design, Review of Existing
137
7208
Laboratory Trial Batch with Skimp, Unit Weight & Air Content
ASTM C -192
473
7209
6"x 12° Cylinder, Make and Test (Lab Trial Batch)
ASTM C -192
23
7210
3"x 6" Grout Prisms, Make and Test (Lab Trial Batch)
ASTM C -192
23
7211
6"x 6" Flexural Beams, Make and Test (Lab Trial Batch)
ASTM C -192
34
7212
Per Sample Pick -up within 40 -miles of Irvine Lab
11
7213
Cylinder Molds, 6'x 12°, 2 °x 4" (Not Used With Testing)
3
7214
Unit Weight of Hardened Light weight Concrete
ASTM C -567
34
7215
Rapid Cure Concrete Cylinders (Boil Method)
ASTM C -684
34
7216
Drying Shrinkage (Four Readings, up to 90 days, 3 bars)
ASTM C- 157
283
7217
Modulus of Elasti WPoisson's Raft
ASTM C- 469
368
7218
Petrographic Analysis of Hardened Concrete
ASTM C -856
1575
7219
Cement Content Analysis of Hardened Concrete
ASTM C 1084
1050
Task
Aggregate Properties
Method
Price $ ea.
7240
Sieve Analysis of Fine and Coarse Aggregate
ASTM C -136
131
7241
Sieve Analysis -Finer than #200 (Wash)
ASTM C -117
79
7242
LA Rattier-Smaller Coarse Aggregate < 1Y27
ASTM C -131
163
7243
LA Rattier - Larger Coarse Aggregate a Y."
ASTM 0.535
189
7244
Soundness
ASTM C-88
215
7245
Organic Impurities
ASTM C-40
68
7246
Clay Lumps, Friable Particles
ASTM C -142
131
7247
Durability Index
CTM 229
131
7248
Cleanness Value of Coarse Aggregate
CTM 227
105
1-06P
17761 Cowan ■ Irvine, CA 92614 -80N
949250.1421 ■ Fax 949250.1114 ■ www.Nighloncorauitlrig.com
• •
rA
Leighton Consulting, Inc.
A LIIONTON DROOP COMPANY
Task
Masonry
Method
Price $ ea.
7260
Mortar Cyiinders (2"x4)
ASTM C -780
23
7261
Mortar Cubes (2"x 2')
ASTM C -109
23
7262
Grout Prisms (3 "x6 ")
ASTM C•1019
23
7263
Compression, Concrete or Masonry Cores, Max Diameter 6" (Testing Only)
ASTM C-42
34
7264
CMU Compression (3 required) to size 8 "x 8 "x 16"
ASTM C -140
45
7265
CMU Compression (3 required)
greater than 8 "x 8 "x 16°
ASTM C -140
50
7266
CMU Moisture Content Absorption
& Unit Weight (6 required)
ASTM C-140
84
7267
Masonry Efflorescence (5 required)
ASTM C-67
63
7266
CMU Linear Drying Shrinkage
ASTM C-426
95
7269
CMU Grouted Prisms (Compression Test to 8 "x 8 "x 16 ")
ASTM E-447
168
7280
CMU Grouted Prisms (Compression Test larger than 8 °x 8" x18")
ASTM E-"7
189
7281
Masonry Core -Shear Title 24 (fast Only)
63
Task
Brick
Method
Price S ea.
7290
Compression (5 required)
ASTM G67
40
7291
Modulus of Rupture (5 required)
ASTM C67
40
7292
Absorption, Soak (5 required)
ASTM G67
32
7293
Absorption, Boil (5 required)
ASTM C-67
32
7294
Absorption, Saturation Coefficient (5 required)
ASTM C67
47
7295
Initial Rate of Absorption (5 required)
ASTM C67
40
7296
Efflorescence (5 required)
ASTM G67
53
7297
Efflorescence with Mortar (5 required)
ASTM C67
63
Task
Steel Reinforcement
Method
Price $ ea.
7300
Tensile Test, Up to No. 10
ASTM A-370
42
7301
Tensile Test, No. 11 and over
ASTM A -370
89
7302
Bend Test, Up to No. 8
ASTM A -370
34
7303
Bend Test, No. 9 and over
ASTM A -370
50
7304
Processing Mill Certificates (per size and heat)
17
Task
Structural Steel
Method
Price $ ea.
7310
Tensile Strength, Up to 100,000lbs
ASTM A370
42
7311
Tensile Strength, 100,000 to 200,000lbs
ASTM A -370
58
7312
Bend Test
ASTM A-370
37
7313
Pipe Flattening Test
ASTM A-370
Quote
7314
Machining and Preparation of Samples
ASTM A -370
50
7315
Brinell & Rockwell Hardness Test
ASTM A -370
53
7316
Chemical Analysis, Carbon and Low Alloy Steel
Quote
7317
Processing M81 Certificates (per size and heat)
17
Task
Prestress
Method
Price $ ea.
7320
Prestress Wks
ASTM A410
156
7321
Sample Preparation
50
7322
Prestress Cable, 7 Wire (Breaking Strength/Modulus of Elasticity)
ASTM A416
168
Task
Weld Procedure and Welder Qualifications
Price $
6320
Welder CedificationiWeld Procedure Review (AWS/CWQ
82/hr.
7330
Weld Tensile Test
40 ea.
7331
Weld Bend Test
28 ea.
7332
Weld -Macro Etch
45 ea.
7333
Bolt Tensile Test
50 ea.
Task
Fireproofing
Method
Price $
7340
Unit Weight (Density)
UBC Std. 7-6
53 ea.
7341
Cohesion/Adhesion
UBC Std. 7-6
71/hr.
1 -06P
17781 Cowan ■ Irvine, CA 926146009
949.250.1421 ■ Fax 949250.1114 swww.leigMorKx Mri ftMrn
• •
of
Leighton Consulting, Inc
A LEIGHTON GROUP COMPANY
Task
Reeling
Method
Price$
7345
Unit Weight
711hr.
7346
The- Breaking Strength/Absorption (min. 5 samplesAest)
UBC 15-5
68 ea.
7347
Clay or Concrete rile
Title 24
Quote
Task
Asphalt Concrete, General Testing
Method
Price $ ea.
7350
Extraction, % Asphalt
ASTM D 2172
134
7351
Extraction & Gradation
ASTM D 217210 136
186
7352
Unit Weight— Molded Specimen of Cores
ASTM D -118
40
7353
Bulk Specific Gravity
CTM 308
152
7354
Stabilometer Value
CTM 366
225
7355
Maximum Density - MARSHALL
ASTM D -1559
147
7356
Maximum Density with Stability & Flow
ASTM D -1559
194
7357
Bituminous Mixture Preparation
CTM 304
57
Task
Mix Design/Control
Method
Price $ ea.
7360
Mix Design — HVEEM Including Aggregate Tests per Design
ASTM D 15601CTM 366
Quote
7361
Mix Design — MARSHALL Including Aggregate Tests per Design
ASTM D 1559
Quote
7362
Field Mix — HVEEM Stability per point
ASTM D 1560ICTM 366
158
7363
Field Mix - MARSHALL Stability per point
ASTM D 1559
158
Task
Moisture Test
Method
Price $ ea.
6325
Moisture Tests
ASTM E -1907
57
6326
Moisture Retest
ASTM E -1907
40
Can'rans Tests
Method
Price $ ea.
8000
Relative Compaction
CTM 216
205
7370
Soil & Aggregate
Preparation & Seive (Fine & Coarse Aggregate) "
CTM 201 & 202
289
7371
Sand Equivalent"
CTM 217
86
7372
Moisture Content (Oven Drying) AN
CTM 228
17
7373
Grading & Speafic
Gravity Calculation *
CTM 105
62
8001
R Value, Soils
& Bases (Stabilometer) "
CTM 301
281
7374
Compressive Strength - Concrete Cylinder t
CTM 521
23
7375
Air Contend of Fresh Concrete (Pressure Method) t
CTM 504
71/hr.
7376
Flexural Strength of Concrete (simple beam wl centerpoint loading) t
CTM 523
84
7377
Moisture Content of Asphalt t
CTM 370
57
7378
Sampling Highway Materials/Products (Roadway Structural Sections) t
CTM 125
pernour Quote
'soil tmaterial " soil & materials
1 -06P
17781 Cowan ■ Irvine, CA 92614$009
949.250.1421 ■ Fax 949.250.1114 a www.fthtmwnsuMM.com
41
Leighton Consulting, Inc.
A LEIONTON GROUP COMPANY
0
BASIS OF CHARGES FOR MATERIALS INSPECTION AND TESTING Prevailing Wane
REGULAR WORK HOURS: First 8 hours between 6:00 a.m. and 5:00 p.m. Monday through Friday, except holidays.
n
r day
in the
SHI : + r re : ours worked. Hrs. worked between 3 :30pm -11pm.
.wo elweenl1pm m.
MINIMUM HOURLY A. Special Inspector (Feld Time Only)
CHARGES — Inspectors & 1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day...�......2 Hours
Technicians:
COMPLETION: Inspector will remain on job until discharged by competent authority.
CANCELLATION: No Charge if made before 4:00 p.m. of the preceding day. see Minimum Charge.
PARKING: When not furnished for Inspector, parking wig be charged as paid by the Inspector.
SUBSISTENCE: On remote jobs, Subsistence, when not furnished for Inspector, III begharged by Quotation.
INSURANCE:
LICENSES & PERMITS: The additional cost of any special licenses or permits for ap oject will be billed at cost plus 20 percent.
PREVAILING WAGE: M ers[ptimments As the ra =for
Car
our IIIIJIMI
"6P
17781 Cowan ■ Irvine, CA 926148009
949250.1421 ■ Fax 949.250.1114 111 www.leightonconsulling.rom
2. One -half working day or less .................................................... .............................. ..4 Flours
3. Over one -half working day /or begins before noon and extends into afternoon .......... 8 Hours
B. General Inspector (Feld Time Only)
1. One-half working day or less ....................................................... ..............................4 Hours
2. Over one -half working day /or begins before noon and extends into afternoon .......... 8 Hours
C. Technician — Field/Concrete
1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day ..................2 Hours
2. One-half working day or less .....................:................................. ..............................4 Hours
3. Over one -half working day /or begins before noon and extends into afternoon .......... 8 Hours
CYLINDER HOLDS:
After the 28-day breaks meet PSI required strength, all HOLDS will automatically be disposed of,
unless specified in writing prior to the 28 -day break.
OUTSIDE SERVICES:
Outside services performed by others and direct costs expended on the clients behalf are charged at
Cost plus 20 %. These expenses include equipment rental, parking, subsistence, photographs, co-
insurance endorsement, etc.
MILEAGE CHARGES:
Mileage for inspection, testing or sampling, over a 40 -mile radius from our nearest facility and less than
100 miles will be charged at $1.00 per mile. (No mileage charge to and from our office).
REPORT CHARGES:
Secretarial time will be charged at $70 per hour. A maximum of 6 copies will be issued for each report.
FILE SEARCH &
Minimum $70 Will be charged for Secretarial Time.
REISSUE OF REPORT:
REPORTING:
All reports contracted for by the client will be considered confidential information and submitted directly,
to him. We will require the authorization of the client prior to distribution to parties other than those
designated in Section 1701 of the Uniform Building Code orTiOe 24, Part 1, Calibmia Administrative
Code.
COMPLETION: Inspector will remain on job until discharged by competent authority.
CANCELLATION: No Charge if made before 4:00 p.m. of the preceding day. see Minimum Charge.
PARKING: When not furnished for Inspector, parking wig be charged as paid by the Inspector.
SUBSISTENCE: On remote jobs, Subsistence, when not furnished for Inspector, III begharged by Quotation.
INSURANCE:
LICENSES & PERMITS: The additional cost of any special licenses or permits for ap oject will be billed at cost plus 20 percent.
PREVAILING WAGE: M ers[ptimments As the ra =for
Car
our IIIIJIMI
"6P
17781 Cowan ■ Irvine, CA 926148009
949250.1421 ■ Fax 949.250.1114 111 www.leightonconsulling.rom
C�
0
CITY OF NEWPORT BEACH
CITY COUNCIL STAFF REPORT
(3 A`JO.2-03
C. -385
Agenda Item No. 6
August 8, 2006
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY
FROM: Public Works Department .
Lloyd Dalton 8 1,16
949 - 6443328 or Idalton@city.newport- beach.ca.us L11 ArrKUVLO
SUBJECT: NEWPORT COAST COMMUNITY CENTER AND SANTA
FIRE STATION. — APPROVAL OF A PROFESSIONAL SERVICES
AGREEMENT WITH LEIGHTON AND ASSOCIATES
RECOMMENDATION:
Approve a Professional Services Agreement with Leighton and Associates,- of Irvine,
California, for professional engineering services at a not to exceed price of $114,406
and authorize the Mayor and City Clerk to execute the Agreement.
• DISCUSSION:
The City Council, at the April 25, 2006 meeting, approved a construction contract with
Bemards Brothers for the Newport Coast Community Center, Contract No. 3577. At the
same meeting, a professional services agreement was approved for construction
management services for Newport Coast Community Center project and the Santa Ana
Heights Fire Station project with GKK Works (GKK). On May 9, 2006, the City Council
approved a subsequent construction contract with Bernard Brothers for the Santa Ana
Heights Fire Station, Contract No. 3640. Notices to proceed have been issued to the
contractor for both projects. It is now necessary to retain a firm to provide special
inspection and material testing services for these projects.
GKK.requested proposals from four firms to provide special inspection and materials
testing services for these two projects. The proposals from Leighton and Associates were
deemed to be the most responsive to the needs of the projects. Staff negotiated with
Leighton and Associates to provide the necessary scope of services for a not -to -exceed
fee of $56,808 for the Newport Coast Community Center project and $57,598 for the
Santa Ana Heights Fire Station project.
•
Newport Coast Communll and Santa Ana Height Fire Station — Approval professional Services Agreement
with Leighton and Associates
August 8, 2008
Page 2
The scope of professional services for this work will include:
• Field special inspection by a licensed registered deputy inspector during mbar
replacement, concrete placement, masonry placement, and structural steel
construction
• Inspection by a certified welding inspector as needed
•
LIT inspection as needed
• Field and laboratory testing
• Coordination and administrative services
• Laboratory reports, scheduling and supervision
• Supervision, QA/QC and project management as needed
Environmental Review:
The Newport Coast Community Center was found to be categorically exempt from the
provisions of CEQA per Section 15332, Class 32, pertaining to urban infill development
projects. A Notice of Exemption was filed with the County Clerk and posted on March
30, 2005 for thirty days.
The Santa Ana Heights Fire Station is categorically exempt from the provisions of
CEQA per Section 15332, Class 32, pertaining to urban infill development projects. A
Notice of Exemption was filed with the County Clerk and posted on February 24, 2006,
for thirty days.
Funding Availability:
There are sufficient funds available in the following account for the project:
Account Description
Newport Coast Community Center
Santa Ana Heights Fire Station
Prepared by:
Lloy Dalton
Principal Engineer
Attachment: Professional Services Agreement
Account Number Amount
7298- C5100705 $56,808.00
7456- C2320669 $57,598.00
Total: $114,406.00
Submitted
in G. Badum
Works Director
•
is
•
• PROFESSIONAL SERVICES AGREEMENT WITH
LEIGHTON CONSULTING, INC.
FOR NEWPORT COAST COMMUNITY CENTER
AND SANTA ANA HEIGHTS FIRE STATION AND TRAINING FACILITY
THIS AGREEMENT is made and entered into as of this _ day of ,
2006, by and between the CITY OF NEWPORT BEACH, a Municipal Corporation
( "City"), and LEIGHTON CONSULTING, INC., a California Corporation whose address
is 17781 Cowan, Irvine, California; 92614 -6009 ( "Consultant "), and is made with
reference to the following:
RECITALS
A. City is a municipal corporation duly organized and validly existing under the laws
of the State of California with the power to carry on its business as it is now
being conducted under the statutes of the State of California and the Charter of
City.
B. City is constructing Newport Coast Community Center and Gymnasium Building
and Santa Ana Heights Fire Station and Training Facility.
• C. City desires to engage Consultant to conduct construction materials testing and
special inspection services during the construction of the Newport Coast
Community Center and Gymnasium and the Santa Ana Heights Fire Station and
Training Facility. CProject").
D. Consultant possesses the skill, experience, ability, background, certification and
knowledge to provide the services described in this Agreement.
E. The principal member of Consultant for purposes of Project shall be Lloyd E.
Suehiro.
F. City has solicited and received a proposal from Consultant, has reviewed the
previous experience and evaluated the expertise of Consultant, and desires to
retain Consultant to render professional services under the terms and conditions
set forth in this Agreement.
NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as
follows:
1. TERM
The term of this Agreement shall commence on the above written date, and shall
• terminate on the 31 day of December, 2007, unless terminated earlier as set forth
herein.
• •
2. SERVICES TO BE PERFORMED •
Consultant shall diligently perform all the services described in the Scope of
Services attached hereto as Exhibit A for each project, and incorporated herein
by reference. City may elect to delete certain tasks of the Scope of Services at
its sole discretion.
3. TIME OF PERFORMANCE
Time is of the essence in the performance of services under this Agreement and
Consultant shall perform the services in accordance with the schedule included
in each Exhibit A. The failure by Consultant to strictly adhere to the schedule
may result in termination of this Agreement by City.
4. COMPENSATION TO CONSULTANT
City shall pay Consultant for the services on a time and expense not -to- exceed
basis in accordance with the provisions of this Section and the Schedule of
Billing Rates attached hereto as Exhibit B for each project, and incorporated
herein by reference. Consultant's compensation for all work performed in
accordance with this Agreement, including all reimbursable items and
subconsultant fees, shall not exceed Fifty-Six Thousand, Eight Hundred Eight.
Dollars and no /100 ($56,808.00) for the Newport Coast Community Center •
and Fifty-Seven Thousand, Five Hundred Ninety-Eight Dollars and no/100
($57,598.00) for the Santa Ana Heights Fire Station and Training Facility
without prior written authorization from City. No billing rate changes shall be
made during the term of this Agreement without the prior written approval of City.
4.1 The City shall make progress payments monthly. Consultant shall fumish
a summary breakdown of the Scope of Services and budget for Project in
a format acceptable to the City, showing the amount included therein for
each principal category or task of Project work, in such detail . as
reasonably requested, to. provide a basis for determining progress
payments. All requests for payment shall show the percentage of work
completed for each task of the Scope of Services, the position and hours
of each person who performed work under that task, a brief description of
the services performed under each task, and a description of any
reimbursable expenditures. City shall pay Consultant no later than thirty
(30) days after approval by City staff of a request for payment.
4.2 City shall reimburse Consultant only for those costs or expenses
specifically .approved in this Agreement, or specifically approved in writing
in advance by City. Unless otherwise approved, such costs shall be
limited and include nothing more than the following costs incurred by
Consultant:
•
n
E
• A. The actual costs of subconsultants for performance of any of the
services that Consultant agrees to render pursuant to this
Agreement, which have been approved in advance by City and
awarded in accordance with this Agreement.
B. Approved reproduction charges.
C. Actual costs and /or other costs and /or payments specifically
authorized in advance in writing and incurred by Consultant in the
performance of this Agreement.
4.3 Consultant shall not receive any compensation for Extra Work performed
without the prior written authorization of City. As used herein, "Extra
Work" means any work that is determined by City to be necessary for the
proper completion of Project, but which is not included within the Scope of
Services and which the parties did not reasonably anticipate would be
necessary at the execution of this Agreement. Compensation for any
authorized Extra Work shall be paid in accordance with the Schedule of
Billing Rates as set forth in each Exhibit B.
S. PROJECT MANAGER
• Consultant shall designate a Project Manager, who shall coordinate all phases of
Project. This Project Manager shall. be available to City at all reasonable times
during the Agreement term. Consultant has designated LLOYD E. SUEHIRO to
be its Project Manager. Consultant shall not remove or reassign the Project
Manager or any personnel listed in Exhibit A or assign any new or replacement
:personnel to Project without the prior written consent of City. City's approval
shall not be unreasonably withheld with respect to the removal or assignment of
non -key personnel.
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Consultant, at the sole discretion of City, shall remove from Project any of its
personnel assigned to the performance of services upon written request of City.
Consultant warrants that it will continuously furnish the necessary personnel to
complete Project on a timely basis as contemplated by this Agreement.
6. ADMINISTRATION
This.Agreement will be administered by the Public Works Department. LLOYD
DALTON shall be the Project Administrator and shall have the authority to act for
City under this Agreement. The Project Administrator or his authorized
representative shall represent City in all matters pertaining to the services to be
rendered pursuant to this Agreement.
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7.
8.
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CITY'S RESPONSIBILITIES •
In order to assist Consultant in the execution of its responsibilities under this
Agreement, City agrees to, where applicable:
A. Provide access. to, and upon request of Consultant, one copy of all
existing relevant information on file at City. City will provide all such
materials in a timely manner so as not to cause delays in Consultant's
work schedule.
B. Provide blueprinting and other services through City's reproduction
company for bid documents. Consultant will be required to coordinate the
required bid documents with City's reproduction company. All other
reproduction will be the responsibility of Consultant and as defined above.
C. Provide usable life of facilities criteria and information with regards to new
facilities or facilities to be rehabilitated.
STANDARD OF CARE
8.1 All of the services shall be performed by Consultant or under Consultant's
supervision. Consultant represents that it possesses the professional and
technical personnel required to perform the services . required by this •
Agreement, and that it will perform all services in a manner
commensurate with community professional standards. All services
shallbe performed by qualified and experienced personnel who are not
employed by City, nor have any contractual relationship with City.
8.2 Consultant represents and warrants to City that it has or shall obtain all
licenses, permits, qualifications, insurance and approvals of whatsoever
nature that are legally required of Consultant to practice its profession.
Consultant further represents and warrants to City that Consultant shall, at
its sole cost and expense, keep in effect or obtain at all times during the
term of this Agreement, any and all licenses, permits, insurance and other
approvals that are legally required of Consultant to practice its profession.
Consultant shall maintain a City of Newport Beach business license
during the term of this Agreement.
8.3 Consultant shall not be responsible for delay, nor shall Consultant be
responsible for damages or be in default or deemed to be in default by
reason of strikes, lockouts, accidents, or acts of God, or the failure of City
to furnish timely information or to approve or disapprove Consultant's
work promptly, or delay or faulty performance by City, contractors, or
governmental agencies.
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• 9. HOLD HARMLESS
To the fullest extent permitted by law, Consultant shall indemnify, defend and
hold harmless City, its City Council, boards and commissions, officers, agents
and employees (collectively, the "Indemnified Parties ") from and against any and
all claims (including, without limitation, claims for bodily injury, death or damage
to property), demands, obligations, damages, actions, causes of action.; suits,
losses, judgments, fines, penalties, liabilities, costs :and expenses (including,
without limitation, attorneys fees, disbursements and court costs) of every kind
and nature whatsoever (individually, a Claim; collectively, "Claims"); which may
arise from or in any manner relate (directly or indirectly) to any work performed or
services provided under this Agreement (including, without limitation, defects in
workmanship or materials or Consultant's presence or activities conducted on
the Project (including the negligent and /or willful acts, errors and /or omissions of
Consultant, its. principals, officers, agents, employees, vendors, suppliers,
consultants, subcontractors, anyone employed directly or indirectly by any of
them or for whose acts they may be liable or any or all of them).
Notwithstanding the foregoing, nothing herein shall be construed to require
Consultant to indemnify the indemnified Parties from any Claim arising from the
sole negligence or willful misconduct of the Indemnified Parties. Nothing in this
indemnity shall be construed as authorizing any award of attorney's fees in any
action on or to enforce the terms of this Agreement. This indemnity shall apply
• to all claims and liability regardless of whether any insurance policies are
applicable. The policy limits do not act as a limitation upon the amount of
indemnification to be provided by the Consultant.
10. INDEPENDENT CONTRACTOR
It is understood that City retains Consultant .on an independent contractor basis
and Consultant is not an agent or employee of City. The manner and means of
conducting the work are under the control of Consultant, except to the extent
they are limited by statute, rule or regulation and the expressed terms of this
Agreement. Nothing in this Agreement shall be deemed to constitute approval
for Consultant or any of Consultant's employees or agents, to be the agents or
employees of City. Consultant. shall have the responsibility for and control over
the means of performing the work, provided that Consultant is in compliance with
the terms of this Agreement. Anything in this Agreement that may appear to give
City the right to direct Consultant as to the details of the performance or to
exercise a measure of control over Consultant shall mean only that Consultant
shall follow the desires of City with respect to the results of the services.
11. COOPERATION
. Consultant agrees to work closely and cooperate fully with City's designated
Project Administrator and any other agencies that may have jurisdiction or
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13.
14.
interest in the work to be performed. City agrees to cooperate with the •
Consultant on Project.
CITY POLICY
Consultant shall discuss and review all matters relating to policy and Project
direction with City's Project Administrator in advance of all critical decision points
in order to ensure Project proceeds in a manner consistent with City goals and
policies.
PROGRESS
Consultant is responsible for keeping the Project Administrator and/or his duly
authorized designee informed on a regular basis regarding the status and
progress of Project, activities performed and planned, and any meetings that
have been scheduled or are desired.
INSURANCE
Without limiting Consultant's indemnification of City, and prior to commencement
of work. Consultant shall obtain, provide and maintain at its own expense during
the term of this Agreement, a policy or policies of liability insurance of the type
and amounts described below and in a form satisfactory to City. •
A. Certificates of Insurance. Consultant shall provide certificates of
insurance with original endorsements to City as evidence of the insurance
coverage required herein. Insurance certificates must be approved by
City's Risk Manager prior to commencement of performance or issuance
of any permit. Current certification of insurance shall be kept on file with
City at all times during the term of this Agreement. .
B. Si na ure. A person authorized by the insurer to bind coverage on its
behalf shall sign certification of all required policies.
C. Acceptable Insurers. All insurance policies shall be issued by an
insurance company currently authorized by the Insurance Commissioner
to transact business of insurance in the State of California, with an
assigned policyholders' Rating of A (or higher) and Financial Size
Category Class VII (or larger) in accordance with the latest edition of
Best's Key Rating Guide, unless otherwise approved by the City's Risk
Manager.
D. Coverage Requirements.
Workers' Compensation Coverage. Consultant shall maintain
Workers' Compensation Insurance and Employer's Liability is
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• Insurance for his or her employees in accordance with the laws of
the State of California. In addition, Consultant shall require each
subcontractor to similarly maintain Workers' Compensation
Insurance and Employer's Liability Insurance in accordance with
the laws of the State of California for all of the subcontractor's
employees. Any notice of cancellation or non - renewal of all
Workers' Compensation policies must be received by City at least
thirty (30) calendar .days (10 calendar days written notice of non-
payment of premium) prior to such change. The insurer shall agree
to waive all rights of subrogation against City, its officers, agents,
employees and volunteers for losses arising from work performed
by Consultant for City.
ii. General Liability Coverage. Consultant shall maintain commercial
general liability insurance in an amount not less than one million
dollars ($1,000,000) per occurrence for bodily injury, personal
injury, and property damage, including without limitation,
contractual liability. If commercial general liability insurance or
other form with a general aggregate limit is used, either the general
aggregate limit shall apply separately to the work to be performed
under this Agreement, or the general aggregate limit shall be at
least twice the required occurrence limit.
• iii. Automobile Liability Covera9e. Consultant shall maintain
automobile insurance covering bodily injury and property damage
for all activities of the Consultant arising out of or in connection with
work to be performed under this Agreement, including coverage for
any owned, hired, non -owned or rented vehicles, in an amount not
less than one million dollars ($1,000,000) combined single limit for
each occurrence.
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iv. Professional Errors and Omissions Insurance. Consultant shall
maintain professional errors and omissions insurance, which
covers the services to be performed in connection with this
Agreement in the minimum amount of one million dollars
($1,000,000).
E. Endorsements. Each general liability and automobile liability insurance
policy shall be endorsed with the following specific language:
City, its elected or appointed officers, officials, employees, agents
and volunteers are to be covered as additional insureds with
respect to liability arising out of work performed by or on behalf of
the Consultant.
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ii. This policy shall be considered primary insurance as respects to •
City, its elected or appointed officers, officials, employees, agents
and volunteers as respects to all claims, losses, or liability arising
directly or indirectly from Consultant's operations or services
provided to City. Any insurance maintained by City, including any
self - insured retention City may have, shall be considered excess
Insurance only and not contributory with the insurance provided
hereunder.
iii. This insurance shall act for each insured and additional insured as
though a separate policy had been written for each, except with
respect to the limits of liability of the insuring company.
iv. The insurer waives all rights of subrogation against City, its elected
or appointed officers, officials, employees, agents and volunteers.
V. Any failure to comply with reporting provisions of the policies shall
not affect coverage provided. to City, its elected or appointed
officers, officials, employees, agents or volunteers.
vi. The insurance provided by this policy shall not be suspended,
voided, canceled, or reduced in coverage or in limits, by either
party except after thirty (30) calendar days (10 calendar days
written notice of non - payment of premium) written notice has been •
received by City.
F. Timely Notice of Claims. Consultant shall give City prompt and timely
notice of claim made or suit instituted arising out of or resulting from
Consultant's performance under this Agreement.
G. Additional Insurance. Consultant shall also procure and maintain, at its
own cost and expense, any additional kinds of insurance, which in its own
judgment may be necessary for its proper protection and prosecution of
the work.
15. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS
Except as specifically authorized under this Agreement, the services to be
provided under this Agreement shall not be assigned, transferred contracted or
subcontracted out without the prior written approval of City. Any of the following
shall be construed as an assignment: The sale, assignment, transfer or other
disposition of any of the issued and outstanding capital stock of Consultant, or of
the interest of any general partner or joint venturer or syndicate member or
cotenant if Consultant is a partnership or joint - venture or syndicate or cotenancy,
which shall result in changing the control of Consultant. Control means fifty •
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• percent (50 %) or more of the voting power, or twenty-five percent (25 %) or more
of the assets of the corporation, partnership or joint- venture.
16. SUBCONTRACTING
City and Consultant agree that subconsultants may be used to complete the work
outlined in the Scope of Services. The subconsultants authorized by City to
perform work on Project are identified in Exhibit A. Consultant shall be fully
responsible to City for all acts and omissions of the subcontractor. Nothing in this
Agreement shall create any contractual relationship between City and
subcontractor nor shall it create any obligation on the part of City to pay or to see
to the payment of any monies due to any such subcontractor other than as
otherwise. required by law. Except as specifically authorized herein, the services to
be provided under this Agreement shall not be otherwise assigned, transferred,
contracted or subcontracted out without the prior written approval of City.
17. OWNERSHIP OF DOCUMENTS
Each and every report, draft, map, record, plan, document and other writing
produced (hereinafter "Documents "), prepared or caused to be prepared by
Consultant, its officers, employees, agents and subcontractors, in the course of
implementing this Agreement, shall become the exclusive property of City,. and
• City shall have the sole right to use such materials in its discretion without further
compensation to Consultant or any other party.. Consultant shall, at Consultant's
expense, provide such Documents to City upon prior written request.
•
Documents, including drawings and . specifications, prepared by . Consultant
pursuant to this Agreement are not intended or represented to be suitable for
reuse by City or others on any other project. Any use of completed Documents
for other projects and any use of incomplete Documents without specific written
authorization from Consultant will be at City's sole risk and without liability to
Consultant. Further, any and all liability arising out of changes made to
Consultant's deliverables under this Agreement by City or persons other than
Consultant is waived against Consultant and City assumes full responsibility for
such changes unless City has given Consultant prior notice and has received
from Consultant written consent for such changes.
19. CONFIDENTIALITY
All Documents, including drafts, preliminary drawings or plans, notes and
communications that result from the services in this Agreement, shall be kept
confidential unless City authorizes in writing the release of information.
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20. OPINION OF COST •
Any opinion of the construction cost prepared by Consultant represents his
judgment as a design professional and is supplied for the general guidance of
City. Since Consultant has no control over the cost of labor and material, or over
competitive bidding or market conditions, Consultant does not guarantee the
accuracy of such opinions as compared to contractor bids or actual cost to City.
21. INTELLECTUAL PROPERTY INDEMNITY
The Consultant shall defend and indemnify City, its agents, officers,
representatives and employees against any and all liability, including costs, for
infringement of any United States' letters patent, trademark, or copyright
infringement, including costs, contained in Consultant's drawings and
specifications provided under this Agreement.
22. RECORDS
Consultant shall keep records and invoices in connection with the work to be
performed under this Agreement. Consultant shall maintain complete and
accurate records with respect to the costs incurred under this Agreement and
any services, expenditures and disbursements charged to City, for a minimum
period of three (3) years, or for any longer period required by law, from the date •
of final payment to Consultant under this Agreement. All such records and
invoices shall be clearly identifiable. Consultant shall allow a representative of
City to examine, audit and make transcripts or copies of such records and
invoices during regular business hours. 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 to Consultant under this
Agreement.
23. WITHHOLDINGS
City may withhold payment to Consultant of any disputed sums until satisfaction
of the dispute with respect to such payment. Such withholding shall not be
deemed to constitute a failure to pay according to the terms of this Agreement.
Consultant shall not discontinue work as a result of such withholding. Consultant
shall have an immediate right to appeal to the City Manager or his designee with
respect to such disputed sums. Consultant shall be entitled to receive interest on
any withheld sums at the rate of return that City earned on its investments during
the time. period, from the date of withholding of any amounts found to have been
improperly withheld.
•
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• 24. ERRORS AND OMISSIONS
In the event of errors or omissions that are due to the negligence or professional
inexperience of Consultant which result in expense to City greater than what
would have resulted if there were not errors or omissions in the work
accomplished by Consultant, the additional design, construction and /or
restoration expense shall be bome by Consultant. Nothing in this paragraph is
intended to limit City's rights under any other sections of this Agreement.
25. CITY'S RIGHT TO. EMPLOY OTHER CONSULTANTS
City reserves the right to employ other Consultants in connection with Project.
26. CONFLICTS OF INTEREST
Consultant or. its employees may be subject to the provisions of the California
Political Reform Act of 1974 (the "Act"), which (1) requires such persons to
disclose any financial interest that may foreseeably be materially affected by the
work performed .under this Agreement, and (2) prohibits such persons from
making, or participating in making, decisions that will foreseeably financially
affect such interest.
• If subject to the Act, Consultant shall conform to all requirements of the Act.
Failure to do so constitutes a material breach and is grounds for immediate
termination of this Agreement by City. . Consultant shall indemnify and hold
harmless City for any and all claims for damages resulting from Consultant's
violation of this Section.
•
27. NOTICES
All notices, demands, requests or approvals to be given under the terms of this
Agreement shall be given in writing, to City by Consultant and conclusively shall
be deemed served when delivered personally, or on the third business day after
the deposit thereof in the United States mail, postage prepaid, first -class mail,
addressed as hereinafter provided. All notices, demands, requests or approvals
from Consultant to City shall be addressed to City at:
Lloyd Dalton
Public Works Department
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA, 92663
Phone: 949- 644 -3328
Fax: 949- 644 -3308
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All notices, demands, requests or approvals from CITY to Consultant shall be •
addressed to Consultant at:
Lloyd E. Suehiro
Leighton Consulting, Inc.
17781 Cowan
Irvine, CA 92614 -6009
Phone: 949- 253 -5922
Fax: 949- 263 -8843
28. TERMINATION
In the event that either party fails or refuses to perform any of the provisions of
this Agreement at the time and in the manner required, that party shall be
deemed in default in the performance of this Agreement. If such default is not
cured within a period of two (2) calendar days, or if more than two (2) calendar
days are reasonably required to cure the default and the defaulting party fails to
give adequate assurance of due performance within two (2) calendar days after
receipt of written notice of default, specifying the nature of such default and the
steps necessary to cure such default, the non - defaulting party may terminate the
Agreement forthwith by giving to the defaulting party written notice thereof.
Notwithstanding the above provisions, City shall have the right, at its sole •
discretion and without cause, of terminating this Agreement at any time by giving
seven (7) calendar days prior written notice to Consultant. In the event of
termination under this Section, City shall pay Consultant for services
satisfactorily performed and costs incurred up to the effective date of termination
for which Consultant has not been previously paid. On the effective date of
termination, Consultant shall deliver to City all reports, Documents and other
information developed or accumulated in the performance of this Agreement,
whether in draft or final form.
29. COMPLIANCE WITH ALL LAWS
Consultant shall at its own cost and expense comply with all statutes,
ordinances, regulations and requirements of all governmental entities, including
federal, state, county or municipal, whether now in force or hereinafter enacted.
In addition, all work prepared by Consultant shall conform to applicable City,
county, state and federal laws, rules, regulations and permit requirements and be
subject to approval of the Project Administrator and City.
30. WAIVER
A waiver by either party of any breach, of any term, covenant or condition
contained herein shall not be deemed to be a waiver of any subsequent breach .
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• of the same or any other term, covenant or condition contained herein, whether
of the same or a different character.
31. INTEGRATED CONTRACT
This Agreement represents the full and complete understanding of every kind or
nature whatsoever between the parties hereto, and all preliminary negotiations
and agreements of whatsoever kind or nature are merged herein. No verbal
agreement or implied covenant shall be held to vary the provisions herein.
32. CONFLICTS OR INCONSISTENCIES
In the event there are any conflicts or inconsistencies between this Agreement
and the Scope of Services or any other attachments attached hereto, the terms
of this Agreement shall govern.
33. INTERPRETATION
The terms of this Agreement shall be construed in accordance with the meaning
of the language used and shall not be construed for or against either party by
reason of the authorship of the Agreement or any other rule of construction
which might otherwise apply.
• 34. AMENDMENTS
This Agreement
executed by bot h
Attorney.
35. SEVERABILITY
may be modified or amended only by a written document
Consultant and City and approved as to form . by the City
If any term or portion of this Agreement is held to be invalid, illegal, or otherwise
unenforceable by a court of competent jurisdiction, the remaining provisions of
this Agreement shall continue in full force and effect.
36. CONTROLLING LAW AND VENUE
The laws of the State of California shall govern this Agreement and all matters
relating to it and any action brought relating to this Agreement shall be
adjudicated in a court of competent jurisdiction in the County of Orange.
37. 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 or age.
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IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on
the day and year first written above.
APPROVED AS TO FORM:
— C.�
City Attomey
for the City of Newport Beach
ATTEST:
By:
LaVonne .Harkless,
City Clerk
CITY OF NEWPORT BEACH,
A Municipal Corporation
By
Mayor
for the City of Newport Beach
LEIGHTON CONSULTING, INC.
By:
(Corporate Officer)
0
Title:
Print Name:
By:
(Financial Officer) •
Title:
Print Name:
Attachments: Community Center Exhibit A — Scope of Services
Community Center Exhibit B — Schedule of Billing Rates
Fine Station Exhibit A — Scope of Services
Fire Station Exhibit B — Schedule of Billing Rates
F:WserslPBW%SharedWgreements%FY 06- VMEIGHTON - h000&SAHF8.dos
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Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
July 26, 2006
City of Newport Beach
.3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Mr. Dave Kiff
ti"UNITY CENTER
Exhibit A
Estimated Budget No. I-06 -0705
Subject: Estimated Budget to provide Special Inspection and Material Testing Services
Community Center and Gymnasium Bldg.
San Joaquin Hills and Newport Coast Drive
Introduction
• In response to your request, Leighton Consulting, inc: (L Cl) is pleased to present this estimated
budget to conduct construction materials testing and special inspection services during the
construction of the Community Center and Gymnasium Building. We have prepared our
estimate based on plans and specifications provided by Dougherty and Dougherty Architects
dated Dec. 20, 2005. Our estimate encompassed continuous inspection of Concrete, Masonry
and Structural Steel/Welding per California Building Code has been included.
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Prices are based on this project being a PREVAILING WAGE project.
We anticipate our personnel will be on site periodically for both full time and part time
observation and testing. Our proposed scope of work will consist of Special Inspection and
Material Testing Services in support of.City of Newport Beach Building Official's requirements.
The actual scope of work or time required may be different than outlined herein. Our proposed
scope based upon our understanding of the project will consist of the following:
17781 Cowan ■ Irvine, CA 926146009
949.253.5922 ■ Fax 949.263.8843 ■ www.leightonconsuNing.com
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Special Inspection and Materials Testing Inspection
• Field special inspection will be performed by a licensed registered Deputy Inspector during
rebar placement and concrete placement.
• Field special inspection during masonry placement will be provided by a licensed registered
Deputy Inspector.
• Field special inspection during structural steel construction will be provided by a licensed
registered Deputy Inspector.
• Inspection by a certified welding inspector will be provided at the field as needed.
• UT Inspection as needed.
• Verify Mill Certification, sample and test concrete, reinforcement steel and structural steel
products.
• Laboratory testing per ASTM specifications of •
Concrete, Mortar, and Grout Specimens
Reinforcement steel
CMU grouted prisms
• Inspector coordination and administrative services.
• Laboratory compressive strength test reports - Scheduling and supervision.
• Supervision QA/QC and project management will be provided by our Civil Engineer of
Record and Materials Inspection Manager, as needed.
We have assumed the shop fabrication is an approved shop and that according to the general
notes on the project plans there are no shop inspections required. Due to non- mention of batch
t
plant inspection in the general notes, we have also assumed batch plant inspection is not required
for concrete. If either fab shop or batch plant inspections need to be performed at the onset of
construction, hourly rates will be charged in accordance with our attached fee schedule.
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Teratest Labs, Inc. I
A LEIGHTON GROUP COMPANY I
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Schedule
Leighton is prepared to begin our work immediately upon receipt of your signed authorization to
proceed. We would appreciate at least 72 hours advance notice for scheduling of field personnel
at the commencement of construction; work thereafter may be scheduled with 24 -hour notice.
Estimated Budget: THIS IS A PREVAILING WAGE RATE PROJECT
We estimate the fees for Special Inspection and Materials Testing Services to be approximately
Fifty Six Thousand Bight Hundred Eight dollars ($56,808.00). A breakdown of the assumptions
and our estimated fee for each task is provided in the attached budget table. The actual fee will
be charged on a time and materials basis in accordance with attached 2006 Fee Schedule
prepared specifically for City of Newport Beach on January I0, 2006. The actual scope and cost
may vary from that presented herein If the actual site visits or hours requested are less than
assumed, our fee would be less than estimated. If you are in agreement with this proposal; please.
have two copies of both the attached Master Services Agreement and the Scope of Work
executed by a duly authorized officer and return both to us. We will return one fully executed
original to you for your records.
• We look forward to again working with the City of Newport Beach. If you have any questions
regarding our proposal or information; which would update our fee estimate or scope of work,
please call us at your convenience.
Respectfully submitted,
LEIGHTON CONSULTING, INC.
Manager
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY
•
Prop. No. R"705
Task 2. Masonry
6204
Materials Inspection & Testing Estimated Budget
Hours
488
Community Center & Gymnasium Bldg. - San Joaquin Hills & Newport Coast Dr.
Pick -up and Delivery
Unit Quantity
Rate
Task
1. Concrete
Each
6200
Special Inspection Concrete ICBO Hours 64
76
6242
Pick -up and Delivery Each 8
50
7200
Concrete Cylinders (6 "x 12 ") - Compression Each 30
23
7300
Tensile Test, Up to No. 10 Each 4
42
7302
Bend Test, Up to No. 8 Each 4
34
Each
2
Sub -total
Task 2. Masonry
6204
Special Inspection Masonry ICBO
Hours
488
6242
Pick -up and Delivery
Each
8
7260
Mortar Cylinders (2"x4")
Each
36
7262
Grout Prisms (3 "x6")
Each
24
7269
CMU Grouted Prisms (Compression Test to 8"x 8"x 16")
Each
8
7300
Tensile Test, Up to No. 10
Each
2
7302
Bend Test, Up to No. 8
Each
2
Task 3. Structural Steel/Welding
6202
Special Inspection Structural SteeVWelding & Bolting ICBO
Hours
120
6260
NOT Inspection
Hours
24
Task
4. Administrative Services
6100
Project Management / Materials Inspection Manager
Hours
4
7103
Administration / Secretarial Time
Hours
8
7105
Review of Files for Final Letter of Affidavit (min. 2 hours)
Hours
2
OVERTIME IS NOT INCLUDED
76
50
23
23
168
42
34
Sub -total
Cost
$4.864
$400
$690
$168
$136
$6,258
$37,088
$400
$828
$552
$1.344
$84
$68
$40,212
76 $9;120
89 $2,136
Sub -total $9,120
100
68
137
Sub -total
$400
$544
$274
$1,218
TOTAL .556;808
The above schedule of charges Is based on our 2006 Fee Schedule. The rate for a certified special deputy Inspector for Us project is VMtGUw at
a dally fow -hour minimum. Any hours worked in excess of the row -hav minimum will be charged at the elghMaur dally rate. Seme4ey
cancellations will be charged as a two-hour mhumum. Additional Inspectors, overtime, and matelot WSWg not Slated above will be provided as
requested In accordance with our conk cL
Our services are dependent upon the contractors work.scheduie. Valances to the construction schedule resulting in additional hours. trips, or
tests are subject to additional fees as shown in the above estimate and attached 2006 Fee schedule 1-06-0702 for the Homewood Sultes.
Carlsbad project.
s
Teratest Labs, Inc.
A LEIONTON DROOP COMPANY
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COMMUNITY CENTER
Exhibit B
Leighton Consulting, Inc.
A LeiGHTON GROUP COMPANY
2006 PROFESSIONAL FEE SCHEDULE`
FOR PREVAILING WAGE PROJECTS
PROFESSIONAL SERVICES
TECHNICAL STAFF
Laborer" ....... ». ................ »..._.».........._.».............................»...................................................._.................... ........._.:.... ». :..........90
SoiUFtoklTechnician" ................ ». »..... »..» .............. » ...... .: ............ ........... ................................... _ ............................. » .................. 105
Staff Engineer/GeologiSNScientistfFleld Supervisor ...................... :................................................. ... ............. ...... ....... ................ ».110
Senior Staff Engineer/Geologist/ Scientist ......... _ ......... . ..... ».. ».. »._.
.............._............ . ... .» ................. . ... ... ». »...... ».....--- ........ ...... _.125
Operations Manager/Equipment Operator .» .....................................».....»...»............................................. ........................ » » » .... ».145
Project Engineer/ GeologisUSClenOst ................................ ............................... ........._.145
.................................... ............................... ..
Senior Project Engineer/Geologist/ Scientist ..................................:............................................................... ........._.................._.. ».150
Associate......... .. .............................. »... .......... ». .................................... »..» ...................... _ ............. » ......................................... ».» 180
Principal...................... » ............................... . ......................... .. ....................... . ............. _ ..................................................... _ ........... 195
SeniorPrinc)W ........................ _.». ................................ _ ............. ..... _ ............................................ .................... » .................... » ...
235
TECHNICAL SUPPORT STAFF
AdministrativeAssWard/Word Processor .................................... » ......... ... ........................
......._.._.._..._............... .............................70
CAD Operator/Technical 0lustratorIGIS Specialist. ...................... » .............. .......................
.................... .............. .............. ..... : 100
ENGINEERING EQUIPMENT
ehideUsage .... ........... ... ....... _.»..».. ... ... » ........ .. ......... » .......... _ ..... » ....................... ...................... _. ........................ $10 per hour
InclinometerUnits »...»......_._..._.»...._ »..................... » ..... .. »....._.._ ............. »... ..._....._.............._.._2 Per a
l Nuclear Sod Gauge .... _ ................. ._ ........ _ ......... _ ... _ .............
.. ....... . ..................... ............ ... ..................................... ... ...
80 per day
GPSStation ............. ...: .................... ».. ....... ».._ ...... »» .................. ....... _.... .......... ............................................ ............... _ 160 per day
Other Equipment._ ..............._........._.._......_.._ ............................ ».. .Upon Request
OTHER TERMS AND CONDITIONS
• Overtime for field personnel (all technician and staff levels) will be Charged at 1.5 times the basic rate.
• Expert witness Wall mgny will be charged at 2.0 times the above rates. with a minimum Charge of four fours per day.
• Invoices are rendered monthly, payable upon receipt.
• Proposals are valid for 30 days. hmiess otherwise slated In the proposal.
• Heavy equipment. subcontractor fees and expenses, supplemental insurance, travel. shipping, reprorluction, and other reimbursable
expenses will be Invoiced at cost plus 20%..unless billed directly to, and paid by client.
• 17 ft percent Of the fee for fled studies will be Invoiced immediately to cover equipment and mobilisation costs.
• Client agrees to provide all bdormati n in Clients possession about the actual or possible presence of buried utilities and hazardous
materials an the site, and agrees to reimburse Leighton for all costs related to thetr unanticipated discovery.
• Rates predicated on standard Insurance coverage and a limit of Rabidly to our tees for the project.
• For •paid when pakr contracted work. Leighton shell receive payment wiRdn 10 calendar days from when our diem receives payment
for our services.
• Minimum Hourly Charges for Field Tedmicians:
1. Monday -Friday, ... _ ......... __ ..... »» ................ ..... ....... ..... ..................................... 2 Flair Minimum
2 Saturday and Sunday ......................... » ........ ...__ ..................... _ ................ .. .......... 4 Four Minimum
Effective through Decernber 311, 2006. after which remaining work will be bitted at ft".curnerd rates.
" Subject to change based upon project advertised date.
9060 499
(Contlmred an Reverse)
is
IML'Ai
17781 Cowan a Irvine, CA 92614.6W9
949.250.1421 a Fax 949250.1114 ■wwWaighbocunsuf ft.com
TEST
$
TEST
3
IdeafAkatfaf & Index Properties
Static Uniaxial & TftW Strength Tests
Moisture Content
15
Unconfined Compression (war amuah pfaq
89 •
Moisture and Density (Ring Samples)
26
UU Too — UncarnsdidateMindralned (perav4
168
Moisture and Density (On* Samples)
56
Consolidated 1Mdrained (CUR) (perav4
347
Moisture Cadent & Density (Snelby/cWin9)
63
Consolidated Drained (CD,S) with Volume Change
rberg Limb ( points)
121
so's �ercaenhasoessl
373
SAit
SSan4sttysand
-� sob prera�trgsaes�
525
Vsual dass&Catien of point as nonptnstic
11
ills im
Lay 80114 fPe+!+D084
735
Prance Size: Sign (w to — iF205)
74
Ras Stage Tdardal Tests
Above $ +75%
SLM (r to - #200)
110
Hydrometer only
110
Consolidation & Swell Tests
Sieve & Hydrometer
155
Consolidation (vdO pie rate)
194
Dispersive Characteristics of Clay Sob pm,wefpdwww
89
Each Time Reading & Curve per Increment
47
Specfic Gravity: Fine #4)
89
Each addtiond loadhxnload w/o Toe Reading
42
Coarse (retained on #4)
84
Expansion index
131
Total Pomsnly — On Shelby tube sample— cafa
137
Expansion index (UBC 18.12)
13t
TOWPorosity — Onothersample
105
SwdVC oapse Test (A)f0toadNnbadeavoimeaaves
289
Photograph of sample
11
Single Load Swet/Collapse Test (B) sast toed wdrudds
105 .
Shrinkage limits (Wa)f Method)
126
SweNColapse Test (C)
383
Pinhole Dispersion
2w
Cdiapse Potential of $oils
247
Sand Equivalent
89
Percent Passing #250 Sieve
56
Hydraulic Tests
Permeability (Hydraulic Conductivity)
Son Chemistry
— Undisturbed Tribe Sample
194
pH
42
— Remolded Sample
236
Electrical Resistivity —shgle point— kab moisture
42
Tda>oal Permeability (at One Effective Stress)
294
Minimum Resistivity (n&dnxaf of 3 points)
89
- Each Add1fonal Effective Stress
121
pH & Minhw Resstivity
131
- Hand Tdrtohg for Horizontal K
58
Sulfate, Content - Grd*netric
68
- Daly drarge for Lang Term Tests (i 7days)
47
S naate, Srxeen
32
Rex
CanpaWlky Tests In Wall Pormeameter. B wft
326 •
aflovide CaMwd
8th
Sit-up for leadhate a Pemneant Injection
n
105
Corrosion Suite: pit 090d , As wm R r a sub I& ipa *a W,)
221
Dally Equipment Usage Rate (arterrea emioww/
47
Organic
63
Remolding of Test Specimens
58
Air Pe Moisture A Omfly)
10D
Pocket Penetrometer
16
Air Penneabl8ty((MoNedforSDb)
173
TO=*
18
Capillary- Moisture Relationships ma des &Om el
394
( )
284
DhdaShear (3 polo) Carsa#dated Urnlmaned - 5.55 ktAmtl6
23311
Direct Shear (3 polls} Consorted Umdrafned
488
CalTrans Tests
Remol ft or Hared Trimming of specimens (3 points)
74
Cdhans 216-Relative Compaction
205
Residual Shoe —price per pass per point after shear
56
R -Vako. Solis & Bases (Stabibme"
289
Tacafal Shear
g25
Oriented or Block Hand Trimming
58
Box of Sample Rings
125
0y Equipment Usage
37
Compaction & Bearing Capacity
R Value — Wrested or Treated
263
RValus —Lbne Treated
268
Standard Proctor Compaction -4 pals
Samples will be stored to 3 rr orft Prier nnotitication is refired If samples
4 inch mad
173
need to be shred far a bW period of time. A mouthy storage fee of
6 inch m id
205
$ltt4rgwWS5WwwwitbeappW
Modified I ction Ma Oe ) - 4 points
184
Prim shovm above are based on the assurr"m tint as aril
samples are
6 inch mold
215
Weed and that Wmeroard time of results is starxkrd (1 to 2
weeks). For
Check Pant
79
mated sail (Levels C & D— persamei protective egdprnert only, no
Relative Der" (a t cubic loot mad)
236
Lewd bP soda 15% surcharge Consmhnated soil samples
wit be
California Bearing Raft (CBFQ — 3 Pond `
567
properly owner.
p
1-06P
—1 Point •
184
•
17781 Cowan ■ fnvine. CA 92614MM
9AD 95n id91 IN Farr ni495m 11 16 ■ wow WinhMtxnnwraim ran
• 1
mat Cowan .lrrire, CA 9za14.fi4M oo9
94925D. 1421. Fax 949250.1114■www1algh0onoor Argcom
• i
'Reighton
Consulting, Inc.
A Lt10NTON CROUP COMPANY
MATERIALS TESTING & INSPECTION SCHEDULE OF SERVICES — Prevailing Wage
Task
Professional Services
Price $ / hour
6100
Project Management / Materials Inspection Manager
100
7100
Principal Engineer
16D
7101
Registered Civil Engineer
121
7102
Staff Engineer
95
7103
Administration / Secretarial Time
68
7104
Reports —Test Results
16 ea.
7105
Review of Files for Final Letter of Affidavit (min. 2 hours)
137
7106
Expert Witness, Consultation and Court Appearances (min. 4 tours)
263
7107
Submittal Review for Compliance with Project Plans and Specifications
137
7108
Structural Observation designated by the Architect or Engineer of Record (Seismic Zones 3 & 4)
210
Task
Inspection Services
Price $1 hour
6150
Reocatable Building In -Plant Inspections, TiBe 24
95
6151
OSA Project Inspector (IOR) — Class 1
116
6152
DSA Project Inspector (IOR) — Class II
100
6163
DSA Project Inspector (IOR) — Class 111
106
6154
DSA Project Inspector (IOR)— Class IV
64
6200
Special Inspection Concrete ICBO
76
6207
Special Inspection Post - Tension Concrete ICBO
76
6202
Special Inspection Structural SteetWelding & Bolling ICBO
76
8203
Special Inspection Welding AWS/CVW
62
6204
Special Inspection Masonry lCBO
76
6205
Special Inspection Masonry DSA
82
Inspection Rxioft
76
11ICSpecial
Special InspecbDn Asphalt
76
MO8
Special Inspection Fireproofing 10130
76
6209
Electrical Inspection
76
6210
Mechanical Inspection
76.
6211
Special Inspection Shotcrete ICBO
76
6212
Special Inspection Shotcrete DSA
82
6213
Special inspection Epoxy Injecfion & Anchors
76
6214
Batch Plant Inspection Concrete
76
6215
Batch Plant Inspection Asphalt
76
6216
Building Inspection ICBO
76
6217
Fabrication Inspection (Local) AWS/CWI, ICBO, Gluram
82
6218
Fabrication Inspection (Outside local Area)
Quote
Task
Technician Services
Price $ 1 hour
6230
Technician - Materials- RekYConcrete
76
6231
Technidan.Sorl (Compaction Tests Only)
Quote
6232
Coring and Stdhig (n house)
71
7120
Laboratory Technician
71
6233
Pacometerinspectim- Technician
76
6234
Schmidt Hamner Inspection Technician
76
6235
Moisture Testing - Technician
76
6236
Groundli g Rod Soil Resistance Test- Tedmician
283 ea.
0237
Puff -out Test on Embedded Bolts, Armors and Dowels
T6
6238
Earth Anchor Hold Down Test (4 Four, Full Load Application with 5 minimum)
163 ea.
8239
Earth Anchor Hold Down Test (Prelude / Short Term, w/Full Load)
1982.
6240
Coring Concrete, Masonry or Asphalt In Field
89
6241
Sawing Concrete, Masonry or Asphalt in Field
100
6242
Pick -up and Delivery - Standard
50"
6243
Technician Travel Tune ( >40mi. radius of Irvine lab)
6Whr.
• 1
mat Cowan .lrrire, CA 9za14.fi4M oo9
94925D. 1421. Fax 949250.1114■www1algh0onoor Argcom
Leighton Consulting, Inc.
A LEIGHTON CROUP COMPANY
Task
Non - Destructive Testing (NDT)
Price $ / hour
6260
Ultrasonic inspection
89
6261
Dye Penetrant Inspection
89
6262
Megnatic Particle Inspection
89
6283
Radiographic Testing
Quotethour
6264
Travel Charge
Quote/hour or mile
6265
Truck Charge
Quote/day
6266
Film
Quoteam
Task
Equipment Charges
Price $ /day
6300
Skidmore- Wilhekn Bolt Cell
42
6301
Torque Wrench
16
6302
Ak' Meter
21
6303
Pac ornater
53
6304
Schmidt Hammer
32
6305
Nuclear Density Gauge
79
6306
Vibrating. Probe (Concrete)
42
6307
Generator
53
Task
Concrete Strength Characteristics
. � Method
Price S as
7200
Concrete Cylinders (6'x 12') - Compression
ASTM C-39
23
7201
Grxdta /Shotcree Cores (Lab coring & Testing only)
ASTM C-42
53
7202
Lightweight Fill Concrete (3-A-)
ASTM
C- 495.
34
7203
Compression. Concrete or Masonry Cores (Testing Orgy) Max Diameter 6'
ASTM
C•42
34
7204
3pUngTensile
ASTM C -496
40
7205
Flexural SbvngM of Concrete (Simple Beam with a pt. Loading)
ASTM C-78
58
7206
Mix Design, Determination of Proportions
158 .
7207
Mix Design, Review of Existing
137 .
7208
Laboratory Trial Batch with Slump, Unit Weird & Air Content
ASTM C -192
473
7209
8'x 17 Cylinder, Make and Test (tab Triad Batch)
ASTM C•192
23
7210
3'x W Grout Prisms, Make and Test (Lab Trial Batch)
ASTM C -192
23
7211
67x 8' Flexural Beams, Make and Test (Lab Trial Batch)
ASTM 0-192
34
7212
Per Sample Pict -up withN 40 -mites of Irvine Lab
11
7213
Cylinder Molds, 6Nx 12-.2-x 4- (Not Used With Testing)
.
3
7214
Unk Weight of Hardened Light weight Concrete
ASTM C -567
34
7215
Rapid Cure Concrete Cylinders (Boil Method)
A$TM C -684
34
7218
Drying Shrinkage (Four Readings, up to 90 days, 3 bars)
ASTM C-157
283
7217
Modulus of Elas8ciWPoisson's Ratio
ASTM C- 469
368
7218
Petrographic Analysis of Hardened Concrete
ASTM C -856
1575
7219
Cement Content Analysis of Hardened Concrete
ASTM C 1084
1050
Task
Aggregate Properties
Method
Prke $ ea
7240
Sieve Analysis of Fine and Coarse Aggregate
ASTM C -136
131
7241
Slave Analysis -Finer than #200 (Wash)
ASTM C -117
79
7242
LA Rad ter - Smaller Coarse Aggregate c 1 W
ASTM 0131
163
7243
LA Ra81er- Larger Coarse Aggregate > VV
ASTM C-535
189
7244
Soundness
ASTM C-88
215
7245
Crgank Impurities
ASTM G10
68
7246
Clay Lumps, Friable Particles
AF M C-142
131
7247
Durability Index
CTM 229
131
7248
Cleanness Value of Coarse Aggregate
CTM 227
105
1-06P
17781 Conran a Irvine. CA928144W9
949258.1421 a Fox 949 .25D.1114owwwJelghlortmmtiGng om
A
r
4eighton Consulting, Inc.
11 LEIGN1ON OROU! COMPANY
Task Masonry Method Price $ ea
7266 Mortar Cylinders (2Sc4) ASTM C -780 23
7261 Mortar Cubes (2"x 27 ASTM G109 23
7262 Grout Prisms (3'x67 ASTM C- 1019 23
7263 Compression, Concrete or Masonry Cores, Max. Diameter 6' (Testing only) ASTM C-42 34
7264 CMU Compression (3 required) to size 8Nx 8Nx w ASTM C -140 45
7265 CMU Compression (3 required) greater than 8'x 8'x 16` ASTM C•140 50
7266 CMU Moisture Content Absorption 8 Unit Weight (6 required) ASTM C-140 84
7267 Masonry Efflorescence (5 required) ASTM C•67 63
7268 CMU Linear Drying Shrinkage ASTM C -426 95
7269 CMU Grouted Prsms (Compression Test to 8'X 8'x 167 ASTM E-447 188
7280 CMU Grouted Prisms (Compression Test larger than 8'x 8' x167 ASTM E-447 189. .
7281 Masonry Core -Shear Title 24 (Test Only) 63
Task Brick Method Price $ ea
7290 Compression (5 required) ASTM C-67 40
7291 Modulus of Rupture (5 required) ASTM C-67 40
7292 Absorption. Soak (5 required) ASTM C-67 :,32
7293 Absorption, Bog (5 required) ASTM C-67 32
7294 Absorption, Saturation Coefficient (5 required) ASTM C•67 .47
7295 Initial Rate of Absorption (5 required) ASTM C-67 40
7296 Efflorescence 7297 • E nce w required)
ithMortar(5 required) ASTM � 63 I
Task Steel Reinforcement Method Price $ ea.
7300 Tensile Test, Up to No. 10 ASTM A -370 42
1 Tensile Test. No. 11 and over ASTM A-= 89
2 Bend Tee; Up to No. 8 ASTM A -370 34
3 Bend Test, No. 9 and over ASTM A370. 50
7304 Processing Mill Certificates (per size and heat) 17
Task Structural Steel Method Price $ ea
7310 Tensile Strength, Up to 100,000lbs ASTM A -370 42
7311 Tensile Strength, 100,000 to 200,000lbs ASTM A -370 58
7312 Bend Test ASTM A -370 37
7313 Pipe Flattening Test ASTM A-370 Quote
7314 Machining and Preparation of Samples ASTM A -370 50
7315 Brinell 8 Rockwell Hardness Test ASTM A370 53
7316 Chemical Analysis, Carbon and Low Alloy Steel Quote j
7317 Processing Mitl CeMcates (per size and heat) 17
{
Task Prestress Method Price $ as
7320 Prestress Wire ASTM A-416 158 i
7321 Sample Preparation 50
7322 Prestress Cable, 7 Wire (Breaking SlrergOdModulus of Elasticity) ASTM A-416 168
Task Weld Procedure and Welder Qualifications Price $
6320 Weller Certicatkin MreldProcedure Review (AWSICWI) 821hr.
7330 Weld Tensile Test 40 ea
7331 Well Bend Test 28 ea
7332 Weld -Macro Etch 45 ea
7333 Bolt Tensile Test 50 ea,
Task Fireproofing Method Price $
7340 Unit Weight (Density) UBC Std. 7.6 53 ea
7341 Cohesloi /Adhesion UBC Std. 7$ 711hr.
• 14M
17761 Cowan ■Ifvrse,CA92814
949250.1421 a Fax 9492503114 a wwwJelghionconrsulthg.aom
• 1
Leighton Consulting, Inc. •
• LEIGHTON ONOO! COMPANY
Task Roofing Method Price $
7345 Unit Weight 71/hr.
7346 Tile- Bmaklng Streng6NAbsorp8on (min. 5 samples/test) UBC 155 68 ea.
7347. Clay or Concrete Tile Title 24 Quote
Task Asphalt Concrete, General Testing Method Price $ ea
7350 Extraction, % Asphalt ASTM D 2172 134
7351 Extraction & Gradation ASTM D 2172/C 136 186
7352 Unit Weight— Molted Specimen of Cores ASTM D -118 40
7353 Bulk Specific Gravity CTM 308 152
7354 StabilometerValue CTM386 225
7355 Mqdmum Density - MARSHALL ASTM D -1559 147
7356 Maximum Density, with Stability & Flow ASTM D-1559 194
7357 Bituminous Mixture Preparation CTM 304 57
Task Mix Design /Control Method Price $ ea.
7360 Mix Design — HVEEM Including Aggregate Tests per Design ASTM D 1560/CTM 366 Quote
7361 Mix Design — MARSHALL Including Aggregate Tests per Design ASTM D 1559 Quote
7382 Field Mix — HVEEM Stability per point ASTM O 1560/CTM 366 158
7363 Field Mix - MARSHALL Stability per point ASTM D 1559 158
Task Moisture Test Method Price. $ am
6325 Moisture Tests ASTM E-1907 57
6328 Moisture Retest ASTM E-1907 40
8000 CalTrans Tests Method Price $ ea
•
7370 SoH Aggregate Preparation & Seive (fine & Coarse Aggregate)" CTM 216 01 & 202 289
7371 Sand Equivalent '• CTM217 86
7372 Moisture Content (Gwen Drying) " OTM 226 17,
7373 Grading & Specific Gravity Calculation N CTM 105 62
8001 R Value, Soils &'Bases (StaNiometer) N CTM 301 281
7374 Compressive Strength - Concrete Cylinder t CTM 521 23
7375 Air Content of Fresh Concrete (Pressure Method) t CTM 504 711hr.
7376 Flexural Strength of Concrete (simple lam w/ centerpoint loading) t CTM 523 84
7377 Moisture Content of Asphalt t CTM 370 57
7378 Sampling Highway Materials/Preducts (Roadway StrucWral Sections) t CTM 125 perlx ur chats
'soil Tmatedal "soil &materials
4-06P •
17781 Cowan ■ Wine, CA 92814$0
949250.1421 n Fax W250.11 114 a wwwJeigldonomstAtlng com
• 41
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
BASIS OF CHARGES FOR MATERIALS INSPECTION AND TESTING — Prevailing Wage
REGULAR WORK HOURS: Finite hours between 6:06 a.rrL and 5:00 p.m. Monday through Friday, except Holidays.
in
COMPLETION: Inspector will remain on job until tiro
discharged by competent surity.
CANCELLATION: No Charge lf made before 4:00 pm of the preceding day. See Minimum Charge.
PARKING: When not furnished for Inspector, parking wkN be charged as paid by fire Inspector.
SUBSISTENCE On remote jobs, Subsistence, when not famished for Inspecbr, will be charged by Quotation.
INSURANCE Vim ^tar^• *rr lasu, amts ^M^I.lred by law_ Tha agiriffinnial nsf by the
in
LICENSES & PERMITS. The additional cost of any special.licenses or permits for a project will be billed at cast plus 20 pan:enL
PREVAILING WAGE r
. 1-M
17781 Cowan m kvihe. CA,92814
949250.1421 a Fax 949250.1114 a wwwJeigltamocriaUBrg oar
11pm.
MINIMUM HOURLY
A. Special Inspector (Field Time Only)
CHARGES — Inspectors &
1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day ............... 2 Haas
Technicians:
2- One-half working day or less ........... .............. ........_................................. :.._.............._4 Hairs
3. Over one-half working daylor begins before croon and extends into aPoemoon .......... 8 Hours
B. General Inspector (Field Tune Only)
1. One-half working day or less ............... _ ........ ...... ........ .. ....... ....... .......... ............ .... 4 Hours
2. Over cne-half working daylor begins before noon and extends into afternoon .......... 8 Hours
C. Technician — Field/Concrete
1., Cancellation of Inspections not canceled by 4:00 p.m. on preceding day ..................2 Hours
2. One-half working day or less .......... .. ........... .._.... ........ .... ....... ....... ..................... 4 tours
3. Over one-half working daylor begins before noon and extends info afternoon .......... 8 Hairs
CYLINDER HOIAS:
Attar the i day breaks meet PSI required strength, ail HOLDS will automatroary be disposed of,
unless specified in writing prior to the 28-day break.
• OUTSIDE SERVICES:
Outside services performed by others and direct costs expended on the diems behalf are charged at
cost phis 20 %. These expenses include equipment renal, parking. subsistence. photographs, CU-
insurance endorsement, air.
MILEAGE CHARGES:
Mileage fa ktspection, testing or sampling, over a 40-mde rauius from our nearest acY"dy and less than
100 miles will be charged at $1.00 per mile. (No mileage charge to and from our office).
REPORT CHARGES:
Secretarial time will be charged at $70 per hour. A maximum of 6 copies will be issued for each report
FILE SEARCH &
Minimum $70 will be charged for Secretarial Time.
REISSUE OF REPORT:
REPORTING:
All reports contracted for by the diets will be considered confidential information and submitted directly
to him. We will require the aufilorization of the client prior to disbbilkin to parties other than those
designated in Section 1701 of the Untform Building Code or Title 24, Part 1, CaGfoma Administrative
Code.
COMPLETION: Inspector will remain on job until tiro
discharged by competent surity.
CANCELLATION: No Charge lf made before 4:00 pm of the preceding day. See Minimum Charge.
PARKING: When not furnished for Inspector, parking wkN be charged as paid by fire Inspector.
SUBSISTENCE On remote jobs, Subsistence, when not famished for Inspecbr, will be charged by Quotation.
INSURANCE Vim ^tar^• *rr lasu, amts ^M^I.lred by law_ Tha agiriffinnial nsf by the
in
LICENSES & PERMITS. The additional cost of any special.licenses or permits for a project will be billed at cast plus 20 pan:enL
PREVAILING WAGE r
. 1-M
17781 Cowan m kvihe. CA,92814
949250.1421 a Fax 949250.1114 a wwwJeigltamocriaUBrg oar
•
4 ft
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
July 26, 2006
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Mr. Lloyd Dalton
0 FIRE STATION
Exhibit A
Estimated Budget No. I -06 -0706
Subject: Estimated Budget to provide Special Inspection and Material Testing Services
Fire Station and Fire Training Facility
Santa Ana Heights
Introduction
In response to your request, Leighton Consulting, Inc. (LCI) is pleased to present this estimated
budget to conduct construction materials testing and special inspection services during the
construction of the Fire Station and Fire Training Facility. We have prepared our estimate based
on plans and specifications provided by RRM Design Group dated Jan. 31, 2006. Our estimate
encompassed continuous inspection of Concrete, Masonry and Structural Steel/Welding per
California Building Code has been included.
Prices are based on this project being a. PREVAILING WAGE project.
1.
We anticipate our personnel will be on site periodically for both full time and part time
observation and testing. Our proposed scope of work will consist of Special Inspection and
Material Testing Services in support of City of Newport Beach Building Official's requirements.
The actual scope of work or time required may be different than outlined herein. Our proposed
scope based upon our understanding of the project will consist of the following:
17781 Cowan ■ Irvine, CA 926146009
949.253.5922. Fax 949.263.8843 ■ www.leightonconsulting.com
0
L.J
0
0 0
Special Inspection and Materials Testing Inspection
• Field special inspection will be performed by a licensed registered Deputy Inspector during
rebar placement and concrete placement.
• Field special inspection during masonry placement will be provided by a licensed registered
Deputy Inspector.
• Field special inspection during structural steel construction will be provided by a licensed
registered Deputy. Inspector.
• Inspection by a certified welding inspector will be provided at the field as needed.
• Verify. Mill Certification, sample and test concrete, reinforcement steel and structural steel
products.
• Laboratory testing per ASTM specifications of
Concrete, Mortar, and Grout Specimens
• - Reinforcement steel
CMU grouted prisms
• Inspector coordination and administrative services.
• Laboratory compressive strength test reports - Scheduling and supervision.
• Supervision QAIQC and project management will be provided by our Civil Engineer of
Record and Materials Inspection Manager, as needed.
We have assumed the shop fabrication is an approved shop and that according to the general
notes on the project plans there are no shop inspections required. Due to non - mention of batch
plant inspection in the general notes, we have also assumed batch plant inspection is not required
for concrete. If either f tb shop or batch plant inspections need to be performed at the onset of
construction, hourly rates will be charged in accordance with our attached fee schedule.
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY
• •
0
Schedule
Leighton is prepared to begin our work immediately upon receipt of your signed authorization to
proceed. We would appreciate at least 72 hours advance notice for scheduling of field personnel
at the commencement of construction; work thereafter may be scheduled.with 24 -hour notice.
EsHmabed Budw: THIS IS A PREVAILING WAGE RATE PROJECT
We estimate the fees for Special Inspection and Materials Testing Services to be approximately
Fifty Seven Thousand Five Hundred Eight dollars ($57,598.00). A breakdown of the
assumptions and our estimated fee for each task is provided in the attached budget table. The
actual fee will be charged on a time and materials basis in accordance with attached 2006 Fee
Schedule prepared specifically for City of Newport Beach on January 10, 2006. The actual
scope and cost may vary from that presented herein. If the actual site visits or hours requested
are less than assumed, our fee would be less than estimated. If you are in agreement with this
proposal, please have two copies of both the attached Master Services Agreement and the Scope
of Work executed by a duly authorized officer and return both to us. We will return one fully
executed original to you for your records.
We look forward to again working with the City of Newport Beach. If you have any questions •
regarding our proposal or information, which would update our fee estimate or scope of work,
please call us at your convenience.
Respectfully submitted,
LEIGHTON CONSULTING, INC.
LIO ulmc
Project Manager
Teratest Labs, Inc.
A LEAGRTCR GROUP COOPIIRY
mo
i
•
0
0
Materials Inspection & Testing Estimated Budget
Santa Ana Heights Fire Station and Fire Training Facility
Prop. No. 1 -0"706
Ift
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY
Unit
Quantity
Rate
Cost
Task
1. Concrete
6200
Special Inspection Concrete ICBO
Hours
368
76
$27,968
6242
Pick -up and Delivery
Each
8
50
$400
7200
Concrete Cylinders (6 "x 12 ") - Compression
Each
36
23
$828
7300
Tensile Test, Up to No. 10
Each
4
42
$168
7302.
Bend Test, Up to No. 8
Each
4
34
$136 .
Sub -total
$29,500
Task
2. Masonry
6204
Special Inspection. Masonry ICBO.
Hours
232
76
$17,632
6242
Pick -up and Delivery
Each
8
50
$400
7260
Mortar Cylinders (2 "x4 ")
Each
24
23
$552
7262
Grout Prisms (3 "x6")
Each
16_
23
$366 >.
7269
CMU Grouted Prisms (Compression Test to 8"x 8"x 16 ")
Each
11
168
$1,848
7300
Tensile Test, Up to No. 10
Each
2
42
$84
7302
Bend Test, Up to No. 8
Each
2
34
$68-
Sub -total
$20,800
ask
3. Structural Steel/Welding
6202
Special Inspection Structural Steel/Welding & Boiling ICBO
Hours
80
76
$6,080
Sub -total
$6,080
Task
4. Administrative Services
6100
Project Management I Materials Inspection Manager
Hours
4
100
$400
7103
Administration f Secretarial Time .
Hours
8
68
$544
7105
Review of Files for Final Letter of Affidavit (min. 2 hours)
Hours
2
137
$274
Sub -total
$1,218
OVERTIME IS NOT INCLUDED
TOTAL $57,598
The above schedule of charges is based on our 2006 Fee schedule. The rate for a certified
special deputy inspector for this project is $767aur at
a daffy f our -flour mWinum. AM hours worked in excess of the fcur4mr minimum will be charged at the
eWA -hour da8y rate. Same -day
cancellations
INS be charged as a two-hour minimum. Additional khepeilars, overtime. and materiel testing not stated above INM be provided as
requested In
accordance with our contrail.
Our services
are dependent upon rile ow*acWs work schedule. Variances to the construction schedule resulting in addttkxlal (lours, bips. or
tests are subject to additbnal fees as shown In the above estmate and atschad 2006 Fee schedule 1.064M for the Homewood Sums.
Carlsbad project
Ift
Teratest Labs, Inc.
A LEIGHTON GROUP COMPANY
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
2006 PROFESSIONAL FEE SCHEDULE"
FOR PREVAILING WAGE PROJECTS "
PROFESSIONAL SERVICES
TECHNICAL STAFF
FIRE STATION
Exhibit B
Laborer" ...» ..................................»..........................................».........................»...................... ................... ».........90
So0/Field Technician . ... ». ....... » .......................... » ..... ...... .. .... _ ............................................ ........................... ................... » ......... 105
Stall Ergineer/GeobgisUSc lentistaId Supervisor ................. ........... ........... ».. ...................... _. ..................110
Senior Staff neer ...............................
Engi / GeolOOisHScienUst .......................»........»...................................................... ............................... »................125
Operations Manager/FAUapment Operator .................. ................ . ....... .. ............................. _ ....................................... _ ............... ... 145
ProjectEagineedGeotogWScteMlst ................................................................................... _.............................. ........._........_.........145
Senior Project Engineer /Geologist/ Scientist ........ ............................... ......160'
Associate.__ ..................... .......... ................................ ».. ........ . ...... ,....... ........... ...................... . .... .... ....180
Principal........................ ............................................. ........................... » .............................. .. .................. ». ... ....................... _ ..... 105
SeniorPrincipal ......... _ ..... ....... :: ....... .. ........................ ... :.:..:.:..... ....235
TECHNICAL SUPPORT STAFF
Administrative AssistanNNord Processor ............................. ........................ _._ ........... ..._._......_.»..........:........... .............................70
CAD Opmaeor/Technieal Illustrator /GIS Specialist ....... ............... ».............................. ..._........... »............. ». ........................100
ENGINEERING EQUIPMENT
VehicleUsage :.... » ... » .................................... ..................... ...... » ....... _ .... .. .... » .... . ............... ...._ .... ................................. $10 per hour
Tiftmeter, Inclinometer Units .................................................... ».........._._..........__........._.._..... .........................._... »..200 perday
NuclearSoll Gauge ........................................ _.». ........................ ........................................... .......... ...................... ».80 per day
GPSStation .. ...... » ...................................................... ............ _.».» .... .............................. .................. _ ... ........................ 160 per day
OtherEquipmant .... » ...................................... _ ...... » ........................................................... » ................. .. ... ... ................ Upon Request
OTHER TERMS AND CONDITIONS
• Overtime for field personnel (all technician and staff levels) will be charged at 1.5 Ilmes the basic rate.
• Expert winces testimorw will be charged at 2.0 times the above tales, with a minimum charge of fate hours per day.
• Invoices are rendered monthly, payable upon receipt
• Proposals are valid for 30 days, unless o0 rawlse stated in the proposal.
• Heavy equipment, subcontractor fees and expenses, supplemental Insurance, travel, shipping. reproduction, and other reimbursable
expenses will be invoiced at cost plus 20%, unless billed directly to, and paid by aienL
• Thirty percent of the fee for Tea studies will be Invoiced immediatety, to cover equipment and mobilization costs.
• Client agrees to provide all iMomoation in Client's possession about the actual or possible presence of buried uti9tles and hazardous
maMdals On the she, and agrees to reimburse Leighlon far all costs related to tlafr unanticipated discovery.
• Rates predicated on standard Insurance coverage and a limit of liability to our fees far the project .
• For Wd when paid' contracted work, Leighton shall receive payra nt within 10 coWWw days from when our CfnRR receives payment
far our services.
• K"rnum Hourly Charges far Field Technicians:
1. Monday -Frdey ........ ........ _ ........ _ .... _ .................. _ ... ............................................. 2 Hour Minimum
2. Saturday and Sunday ............. .......... ...... .... _ .... ............. _.. ........... .... ..... ....... 4 tour Minimum
Effective through December 31, 20M, after which remaining work will be pilled at Chen- current rates.
" Subject to Change based upon project advertised date.
9060 499
(Continued on Reverse)
1.06P
•
17781 Cowan ■ Irvla, CA MA14 6009
049250.1421 a Fax 94925111114 a wwwJeWdonowadingcom
•
TEST
Ablentitication & kdex Properties
re Content
Moisture and Density (Ring Samples
Moisture and Density (Chunk Samp
Moisture CMW & Density (Slrel(lykxrttsrg
Arieiberg Limits (3 points)
Single Po(nb biplastic
Visual classification of point as ran
Particle Sbw. Sieve (W to- 1E200)
Sieve (3 to - ti200)
Hydrometer only
Sieve & Hydrometer .
Dispersive Characteristics o
S Gravity: Fine (passing #4)
Coarse (retained on
Total Porosity — On Shelby tube
sample Total Porosity — On other sample
PhotDgrapk of sample
'Shrinkage Limits (Wax me"
Pinhole Dispersion
Sand Equivalent
Percent Passing A200 Sieve
Soil Chemistry
PH. 42
Electrical Resistivity — single poilt— bwilumoisture 42
Minimum Resistiviy fn*dmwn of 3 poft) 89
pH & Minimum Resistivity 131
Corderd - Gmvimetdc 68
MENlate Screen 32
Chloride Content 68
Combsion Suite: pit k *ft Mrdmmn p4msfF4 & Subb(gm4neWs) 221
Organic Matter Content
16
shear strength
za
les)
58
)
63
Single Pont Shear
121
Direct Shear (3 points) Consolidated Undrained -0.05 h7Anh
84
plastic
11
Renaldng or Hand Trimming of specimens (3 points)
74
Residual Shear— price per pass per point after shear
110
Torsional Shear
110
Oriented or Bbok Hand Trimming
158
1 Clay Soil tomae frydmme"
89
—1 point'
ea
N4)
84
e — calf»
137
CalTrans Tests
105
Calhans 216 - Relative Compaction
11
R- Value, Soils &Bases (Stabilomteet)
128
Box of Sample Rings
20D
Daily Equipment Usage
89
58
PH. 42
Electrical Resistivity — single poilt— bwilumoisture 42
Minimum Resistiviy fn*dmwn of 3 poft) 89
pH & Minimum Resistivity 131
Corderd - Gmvimetdc 68
MENlate Screen 32
Chloride Content 68
Combsion Suite: pit k *ft Mrdmmn p4msfF4 & Subb(gm4neWs) 221
Organic Matter Content
63
shear strength
263
Packet Penetrometer
16
Torvane
16
Single Pont Shear
95
Direct Shear (3 points) Consolidated Undrained -0.05 h7Anh
231
Direct Shear (3 polos) Corsd/dated Uncirahod
488
Renaldng or Hand Trimming of specimens (3 points)
74
Residual Shear— price per pass per point after shear
58
Torsional Shear
620
Oriented or Bbok Hand Trimming
58
Compaction & Bearing Capacity
194
R- Valnre— Untraaled or Treated
263
R- Vane —Lune Treated
268
Standard Proctor Compaction - 4 points
347
4 inch mold
173
Bind[ mold
2D5
Moddted Roctor Compaction (Max Density) - 4 pohtfs
520
4 inch mold
184
6 inch mold
215
Check Point
79
Relative Density (0.1 pubic foot mold)
236
Wifornia Bearing Ratio (CBR) —3 point
557
—1 point'
184
•
TEST :
static Uniaxial & Trtem Strength Tests
194
Unconfined Compression ryxm&aswanprog
89
Ulf Test — UnconsolidatedNndrained taer4w4
168
Consoi cited Undrained (CU,R) tperow4
347
Calsordated Drained (CD,S) with Volume Change
131 .
Sandy -silty sand soils (perardmvgsuess)
373
SHIclayey and soil (pernar6rbrgsaess)
520
Clay soils (percorr&ve Awo
735
Three Stage TriaxW Tests
Above $ +75%
Consolidation & Swell Tests
Consolidation (w/o time rate)
194
Each Time Reading & Curve par Increment
47 .
Each adds oral load/unload w/o Time Reading
42
Expansion Index
131
Expansion Index (UBC 11 8-12)
131 .
SweWCollapseTest(A) lobwRffdoadsvdou=vx a
289
Single Load Swell/Collapse Test (B) seat rasa and emxbfe
105
SmIllCollapse Test (C)
383 .
Collapse Potential of Soils
247
Hydraulic Tests
Permeability (Hydraulic Conductivity)
— Undisturbed Tube Sample
194
— Remolded Sample
236
Triaxiai Permeability (at One Effective Stress)
294'
- Each Additional Effective Stress
121
- Hard Trimming for Horizontal K
58
- Daily charge for long Term Tests (> 7days)
47
Compatibility Tests in Rex -Wag Pemceameter. Rama*
328
Pe wvt;Pdy, Sample Prep, etc.. ...
Set -up for Leadnate or PermeaM lnoollon
105
Daily Equipment Usage Rate (aderksdmbk*cW
47
Remoidmg of Test Specimens
58
Air Permeabtliy, (kr— Moisture & Density)
100
Ai Permeability (Moditd for Sods)
173
Capilinry-Moisttfre Relationships fkrdudes )
394
• • (a7daWdg7icWe)
284
CalTrans Tests
Calhans 216 - Relative Compaction
205
R- Value, Soils &Bases (Stabilomteet)
289
Box of Sample Rings
125
Daily Equipment Usage
37
Samples will be stored for 3 m orft Prior nofigcatim Is required q samples
need to be stored for a longer period of time. A monMy storage tee of
$11" and 35/sfeeve will be applied.
Pdces shown above are based on the assumption that all soil samples are
'dean' and that banasound time of results is standard (1 to 2 week* For
conlambrated sod' (Levels C & D— pelsaael prove eWPaaM only no
Level A), please add a 15% surdrerge. ConWmiaffied sal samples rill be
returned to the site or properly owner.
t-06P
[7781 Conran ■ Irvine, CAW81"M
UP 95n 7491 ■ Faw AM 95n 1114 f v kgnhfnn mdann m
• •
of •
Leighton Consulting, Inc.
A LEIGHTON GROUP COMPANY
MATERIALS TESTING & INSPECTION SCHEDULE OF SERVICES — Prevailing Wage
Task
Professional Services
Price $ 1 hour
6100
Project Management I Materials Inspection Manager
100
7100
Principal Engineer
160
7101
Registered Civil Engineer
121
7102
Staff Engineer
95
7103
Administration v Secretarial Time
68
7104
Reports —Test Results
16 ea.
7105
Review of Files for First Letter of Affidavit (min. 2 hours)
137
7106
Expert Witness, Consultation and Court Appearances (min.4 hours)
263
7107
Submittal Review for Compliance with Project Plans and Sped6catbrs
137
7108
Structural Observation designated by the Architect or Eng'mser of Record (Seismic Zones 3 & 4)
210
Task
Inspection Services
Price S 1 hour
6150
Relocatable Building In -Plant Inspections, Idle 24
95
6151
DSA Project Inspector QOR) — Class 1
110
6152
DSA Project Inspector (IOR) — Class II
100
6153
DSA Project inspector (IOR) — Class Ili
100
6154
DSA Project Inspector (IOR) —Class IV
84
6200
Special inspection Concrete ICBO
76
6201
Special Inspection Post-Tension Concrete ICBO
76
6202
Special Inspection Structural SteeVWeldtng & Boiling ICBO
76
6203
Special Inspection WeldingAWSfOMl
82
6294
Special Inspection Masonry ICBO
745
6205
Special Inspection Masonry DSA
82
6296
Special knspectlon Roofing
78
6207
Special hsPeCrOn Asphalt
76
•
6208
Special Inspection FImprooMg ICBO
76
6209
Electrical Inspection
76
6210
Mechanical inspection
76
6211
Special inspection Shotcxete ICBO
76
6212
Special Inspection Sholaete DSA
82
6213
Spacial Inspection Epoxy Injection & Anchors
76
6214
Batch Plant Inspection Concrete
76
6215
Batch Plant Inspection Asphalt
76
6216
Building Inspection ICBO
76
6217
Fabrication Inspection (Local) AWS/CWI. ICBO, Glulsm
82
6218
Fabrication Inspection (Outside Local Area)
Quote
Task
Technician Services
Price S f hour
6230
Tectmidan- Materials- FieMlConcrete
76.
6231
Technician -Sail (Compaction Tests Only)
Quote
6232
Coring and Sizing Qn house)
71
7120
Laboratory Technician
71
6233
Pachometer Inspection - Technician
76'
6234
Schmidt Hammer Inspection - Technician
76
6235
Moisture Testing - Technician
76
6236
Grounding Rod Sell Resistance Test - Technician
263 ea.
6237
Pull -out Test on Embedded Bolts. Anchors and Dowels
76
6238
Earth Anchor Hold Down Test (4 Hour, Full Load Application with 5 minimum)
163 ea.
6239
Earth Anchor Hold Down Test (Prelude / Short Term, w/Futi Load)
19 ea.
6240
Coring Concrete, Masonry or Asphalt in Field
89
6241
Sawing Concrete, Masonry or Asphalt in Field
100
6242
Pick -up and Delivery - Standard
501bip
6243
Technician Travel Time (T40mi. radius of Irvine lab)
631hr.
i
1-06P
17761 Conan ■ Uvirre, CA 92614009
949. 2.5MI421a Fax 9492a0.1114ewx~Ionr rg.com
!
• 1-06P
17781 Cowan a ht*, CA 928148009
949250.1421 ■ Fax 949250.1114 a www.leiglil onconsulling com
"leighton
Consulting, Inc.
• Ie,GNTON GROUP COMPAxr
Task
Non-Destructive Testing (NDT)
Price $ / hour
6260
Ultrasonic Inspection
89
6261
Dye Penetrant Inspection
89
6262
Magmatic Particle Inspection
-89
6263
Radiographic Testing
Quotwbour.
6264
Travel Charge
Quotefiaurormile
6265
Truck Charge
Quotryday
6266
Film
Quotemm
Task
Equipment C
Price S / da y
6300
Skidmore -W ilhehalm Bolt Cell
6301
Torque Wrench
16
6302
Air Mater
21
6303.
Pachometer
53
6304
Schmidt Hammer
32
6305
Nuclear Density Gauge
79
6306
Vibra ft Probe (Concrete)
42
6307
Generator
53
Task
Concrete Strength Characteristics
Method
Price $ as
7200
Concrete Cylinders (IN 12) - Compression
ASTM C39
23.
7201
Cwnite /Shotcrete Cores (lab Codng & Testing only)
ASTM C•42
53
7202
Lightweight FN Concrete (3"x67
ASTM C495
34
7203
Compression, Concrete or Masonry Cares (Tedng only) max, Diameter.&-
ASTM C-42
34
7204
Splitting Tensile
ASTM C-496
40
5
Flexural Strength of Concrete (Simple Beam with 3"' pL Loading)
ASTM C-78
58
Mix Design, Determination of Proportions
158
7
Mix Design, Review of Existing
137
7208
Laboratory Trial Batch with Slump, Unit Weight & Air Content
ASTM C -192
473
7209
6"x IT Cylinder, Make and Test {Lab Trial Batch)
ASTM C -192
23
7210
3"x 6" Grout Prisms, Make and Test (Lab Trial Batch)
ASTM C -192
23
7211
6"x 6" Flexural Beams, Make and Test (Lab Trial Batch)
ASTM C•192
34
7212
Per Sample Pick -up within 40 -miles of Irvine Lab
11
7213
Cylinder Molds, 6"x 12", 2'x 4` (Not Used With Testing)
3
7214
Unit Weight of Hardened Light wekgilltConcrete
ASTM C-567
34
7215
Rapid Cure Concrete Cylinders (Boil Method)
ASTM C -684
34
7216
Drying Shrinkage (Four Readings, up to 90 days, 3 bars)
ASTM C -157
263
7217
Modulus of Elasticity/Polsson's Ratio
ASTM C- 469
368
7218
PON12131110 Anaysis of Hardened Concrete
ASTM C -656
1575
7219
Cement Content Analysis of Hardened Concrete .
ASTM C 1084
1050
Task
Aggregate Properties
Method
Price $ am
7240
Sieve Analysis of Frye and Coarse Aggregate
ASTM C -136
131
7241
Sieve Anaysis-Fner than #200 (Wash)
ASTM C-117
79
7242
LA Rattler- Smaller Coarse Aggregate < 1'fa"
ASTM C -131
163
7243
LA Rattler-Larger Coarse Aggregate > G/G"
ASTM C -535
189
7244
Soundness
ASTM C-88
215
7245
Organic Impurities
ASTM C-40
68
7246
Clay Lumps, Friable Particles
ASTM C -142
131
7247
Durability Index
CTM 229
131
7248
Cleanness Value of Coarse Aggregate
CTM 227
105
• 1-06P
17781 Cowan a ht*, CA 928148009
949250.1421 ■ Fax 949250.1114 a www.leiglil onconsulling com
0 0
Leighton Consulting, Inc.
A CE1CMTOM GROUP COMPANY
Task
Masonry
Method.
Price $ ea
7260
Mortar Cylinders (2')W)
ASTM C -760
23
7261
Mortar Cubes (2x 2")
ASTM C -109
23
7262
Grout Prisms (3x6')
ASTM 0-1019
23
7263
Compression. Concrete or Masonry Cores, Max. Diameter 6' (Testing only)
ASTM C-42
34
7264
CMU Compression (3 required) to size fix 8x 160
ASTM C -140
45
7265
CMU Compression (3 required) greater than 8x 8x 16'
ASTM 0-140
50
7266
CMU Moisture Contend, Absorption & Unit Weight (6 required)
ASTM C -140
84
7267
Masonry Efflorescence (5 required)
ASTM C-67
63
7268
CMU Linear Drying Shrinkage
ASTM C-426
95
7269
CMU Grouted Prisms (Compression Test to 8,x 8'x 161)
ASTM E-447
168
7280
CMU Grouted Prisms (Compression Test larger than 8x 6' x167)
ASTM E-447
189
7281
Masonry Core -Shear Title 24 (rest Only)
63
Task
Brick
Method
Price $ ea
7290
Compression (5 required)
ASTM C-67
40
7291
Modulus of Rupture (5 required)
ASTM 0-87
46
7292
Absorption, Soak (5 required)
ASTM C-67
32
7293
Absorption. Boll (5 required)
ASTM 037
32
7294
Absorption. Saturation Coefficient (5 required)
ASTM C-67
7295
Initial Rate of Absorption (5 required)
ASTM C-67
.47
40
7296
Efflorescence (5 required)
ASTM C-67
53
7297
Efflorescence with Mortar (5 required)
ASTM 0-67
63
Task
Steel Reinforcement
Method
Price $ ea
7300
Tensile Test, Up to No. 10
ASTM A -370
42
7301
Tensile Test, No. 11 and over
ASTM A-370
89
7302
Bend Task Up to No. 8
ASTM A -370
34
•
7303
Bend Test, No. 9 and over
ASTM A370
50.
7304
Processing Mill Certificates (per size and heat)
17
Task
Structural Steel
Method
Price $ as
7310
Tensile Strength. Up to 100.000lbs
ASTM A370
42
7311
Tensile Strength, 100,000 to 200,0001bs
ASTM A370
58
7312
Bend Test
ASTM A-=
37
7313
Pipe Flattening Test
ASTM A370
Quote
7314
Machining and Preparation of Samples
ASTM A -370
50
7315
Brinell & Rockwell Hardness Test
ASTM A370
63
7316
Chemical Analysis. Carbon and low Alloy Steel
Quote
7317
Processing MB Certificates (per size and heat)
17
Task
Prestress
Method
Price $ ea
7320
Prestress Wire
ASTM A -416
158
7321
Sample Preparation
50
7322
Prestress Cable, 7 Wire (Breaking S6engdi/Modulus of Elasticity)
ASTM A -416
168
Task
Weld Procedure and Welder Qualifications
Price $
6320
Weider Cotificatio /Weld Procedure Review (AWS/CWl)
82/hr.
7330
Weld Tensile Test
40 ce,
7331
Weld Bend Test
28 ea,
7332
Wekl -M m Etch
45 ea,
7333
Bolt Tensile Test
50 ea.
Task
Fireproofing
Method
Price $
7340
Unit Weight (Density)
UBC Std. 7$
53 ea.
7341
CohesiordAdresion
UBC Sid. 73
71/hr.
1
•17781
Cowan ■ Irvine, CA92614f0aW 09
949250.1421 ■ Fax 949250.11 14 swwwAighloncmmilil gmat
•
qeighton Consulting, Inc.
A LEIeNTON CROUP COMPANY
Task Roofing Method Price $
7345 Unit Weight 71/hr.
7346 Tile- Breaking SUenWAbsogftn (min. 5 samplesltest) UBC 155 68 ea.
7347 Clay or Concrete roe Title 24 Quote,
Task Asphalt Concrete, General Testing Method Price $ ca.
7350 Extraction, % Asphalt ASTM D 2172 134
7351 Extraction & Gradation ASTM D 217210136 186
7352 Unit Weight — Molded Specimen of Cores ASTM D -118 40
7353 Bulk Specific Gravity CTM 308 152
7354 StabilometerValue CTM366 225
7355 Maximran Density - MARSHALL ASTM D-1559 147
7356 Mardmum Density with Stability & Flow ASTM D -1559 194
7357 Bituminous Mixture Preparation CTM 304 57
Task Mix DesignlControl Method Price $ ea.
7360 Mix Design — HVEEM Including Aggregate Tests per Design ASTM D 15601CTM 366 Quote
7361 Mix Design — MARSHALL Including Aggregate Tests per Design ASTM D1559, Quote
7362 Field Mix — HVEEM Stability per point ASTM D 15601CTM 366 158
7363 Field Mix - MARSHALL Stability per point ASTM D 1559 158
Task Moisture Test Method Price $ ea.
6325 Moisture Tests ASTM E -1907 57
6326 Moisture Retest ASTM E -1907 40
CalTrans Tests Method Price t ea.
W Relative Compaction CTM 216 205
W & Aggregate Preparation & Seive (Fine & Coarse Aggregate) "" CTM 201 & 202 289
7371 Sand Equivalent " CTM 217 86
7372 Moisture Content (Oven Drying) CTM 228. 17 .
7373 Grading & Specific Gravity Calculation' CTM 105 62
6001 R Value, Solis & Bases (StaUlameter) - CTM 301 281
7374 Compressive Strength - Concrete Cylinder t CTM 521 23
7375 Al Contsnt Of Fresh Concrete (Pressure Method) t CTM 504 71/hr,
7376 .Flexural Strength of Concrete (simple beam w/ cenerpoint loading) t CTM 523 64
7377 Moisture Content of Asphalt t CTM 370 57
7378 Sampling Highway MatedaislProducts (Roadway Structural Sections) t CTM 125 perhourQuae
"soil t matxial N" sDU & matedals
• 14M
17781 Cowan ■Mine, CA 926149009
949250.1421 a Fax 949250.1 114 awwwlet hlorrcoixJtlrgmm
C]
•
COMPLETION: inspector will remain on job thMB discharged by competent authority.
CANCELLATION: No Charge if made before 4:00 pm. of the Preceding day. See Minimum Charge.
PARKING: Whan not furnished for IrhspeCbr. parking will be charged as paid by the Inspector.
SUBSISTENCE: On remote jobs, Subsistence, when not fumblied for InspeCbr. '8 chic ed by Quotation.
INSURANCE: e
LICENSES & PERMITS: The additional cost of any special floar eas or per f-b tot a act wig be baled at cost plus 20 percent.
PREVAILING WAGE::�c+LCe vrimrnara8 rh{Ywagaahlulrements As the rates for
1-08P
17781 Cowan ■ Irvine, CA 9Z814MW
949250.1421 ■ Fax 949.250.11 14 111 wwwJethlomonsullingcan
Leighton Consulting, Inc.
A LEIONTON GROUT COMPANY
BASIS OF CHARGES FOR MATERIALS INSPECTION AND TESTING - Prevailing Wawa
REGULAR WORK HOURS:
First 8 hours between 8:00 am. and SAO pm. Monday threugh Friday, except holidays.
181eLE TIMES
—
—
Holi�d •New Yrars Ate•• --I r R v I � � '- Fc �yrvaeains, Day, Thalwa99' ig -and4i Ie day
after Thanksgiving. Christmas Day. and A�tv+E n �dciay in the
n_p3nwser-arrae•ene= yeee I
SHI
urs worked. . Hrs. worked between 3:30pm -11pm.
MINIMUM HOURLY
en11p m.
A. Special Inspector (Field Time Only)
CHARGES - Inspector &
Technicians:
1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day... 2 Hours.
2.On"alf works 4 Hours
working day of less ...»»............»._ .................... .........._.................... ». ..
3. Over one -half working daylor begins before noon and extends into aftemoon ......... . B-Hours
B. Generalinspector (Field Time Only)
1.One•half working day or less ..... . .... .. ........................................... ...... ......... .. .......... 4 Hours
2 Over one-half working day /or begins before noon and extends into afternoon .......... 8 Hours
C. Technician - Field/Concrete
1. Cancellation of Inspecliorns not canceled by 4,00 p.m. on preceding day ..................2 Hours
2 One -half working day or less ....................................................... ..............................4 Hours . .
3. Over one-half working dayfor begins before noon and extends Into afternoon .......... 8 Houra
CYLINDER HOLDS:
After the 28-4ay breaks meet PSI required strength, all HOLDS will automatically be disposed of,
unless specified in writing prior to the 28-day break
OUTSIDE SERVICES:
Outside services perfomred by others and direct costs expended on the dWft behalf are charged at
Cost plus 209'.. These expenses include equipment rental, parking, subsistence; photographs, Cg-
insurance endersement, air.
MILEAGE CHARGES:
Mileage for inspection, testing or sampling, over a 40-mile radius from our nearest facility and less than
100 miles will be charged at $1.00 per mile. (No mileage charge to and from our office).
REPORT CHARGES:
Secretarial time will be charged at $70 per hour. A maximum of S Copies will be Issued for each report.
RLE SEARCH &
Minimum $70 will be charged for Secretarial lime.
REISSUE OF REPORT,
REPORTING:
All reports oonbacted for by the client will be considered confidential information and submitted directly
to him. We wilt require the authorization of the client prior to distribution to parties other than those
designated in Suction 1701 of the Unit= Building Code or Tile 24, Part 1, Callfomia Administrative
Code.
C]
•
COMPLETION: inspector will remain on job thMB discharged by competent authority.
CANCELLATION: No Charge if made before 4:00 pm. of the Preceding day. See Minimum Charge.
PARKING: Whan not furnished for IrhspeCbr. parking will be charged as paid by the Inspector.
SUBSISTENCE: On remote jobs, Subsistence, when not fumblied for InspeCbr. '8 chic ed by Quotation.
INSURANCE: e
LICENSES & PERMITS: The additional cost of any special floar eas or per f-b tot a act wig be baled at cost plus 20 percent.
PREVAILING WAGE::�c+LCe vrimrnara8 rh{Ywagaahlulrements As the rates for
1-08P
17781 Cowan ■ Irvine, CA 9Z814MW
949250.1421 ■ Fax 949.250.11 14 111 wwwJethlomonsullingcan