HomeMy WebLinkAboutTwining, Inc.; 2025-06-27; PSA25-3744CAPSA25-3744CA
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MASTER AGREEMENT FOR GEOTECHNICAL SERVICES
TWINING, INC.
THIS AGREEMENT (“Agreement”) is made and entered into as of the ______________ day of June, 2025,
but effective July 1, 2025, by and between the Carlsbad Municipal Water District, a Public Agency
organized under the Municipal Water Act of 1911, and a Subsidiary District of the City of Carlsbad,
California ("CMWD"), and Twining, Inc., a California corporation ("Contractor").
RECITALS
A. CMWD requires the professional services of a consultant that is experienced in
geotechnical services.
B. The professional services are required on a non-exclusive, project-by-project basis.
C. Contractor has the necessary experience in providing professional services and advice
related to geotechnical.
D. Contractor has submitted a proposal to CMWD responsive to Request for Qualifications
RFQ25-3437CA and has affirmed its willingness and ability to perform such work as outlined in the Request
for Qualifications.
NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained in this
Agreement, CMWD and Contractor agree as follows:
1. SCOPE OF WORK
CMWD retains Contractor to perform, and Contractor agrees to render, those services ("Services") that
are defined in attached Exhibit "A", which is incorporated by this reference in accordance with this
Agreement’s terms and conditions.
Contractor’s obligations with respect to any project granted to Contractor under this Agreement will be
as specified in the Task Description for the project (see paragraph 5 below).
2. STANDARD OF PERFORMANCE
While performing the Services, Contractor will exercise the reasonable professional care and skill
customarily exercised by reputable members of Contractor's profession practicing in the Metropolitan
Southern California area and will use reasonable diligence and best judgment while exercising its
professional skill and expertise.
3. TERM
The term of this Agreement will be effective for a period of three (3) years from July 1, 2025, through June
30, 2028. The Executive Manager may amend the Agreement to extend it for two (2) additional one (1)
year(s) periods or parts of a year. Extensions will be based upon a satisfactory review of Contractor’s
performance, CMWD needs, and appropriation of funds by the CMWD Board of Directors. The parties will
prepare a written amendment indicating the effective date and length of the extended Agreement.
4. PROGRESS AND COMPLETION
The work for any project granted to Contractor pursuant to this Agreement will begin within ten (10) days
after receipt of notification to proceed by CMWD and be completed within the time specified in the Task
Description for the project (see paragraph 5 below). Extensions of time for a specific Task Description may
be granted if requested by Contractor and agreed to in writing by the Executive Manager or General
Manager as authorized by the Executive Manager. The Executive Manager or General Manager will give
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allowance for documented and substantiated unforeseeable and unavoidable delays not caused by a lack
of foresight on the part of Contractor, or delays caused by CMWD inaction or other agencies' lack of timely
action. In no event shall a specific Task Description exceed the term of this Agreement.
5. COMPENSATION
The cumulative total for all projects allowed pursuant to this Agreement will not exceed five hundred
thousand dollars ($500,000). Fees will be paid on a project-by-project basis and will be based on
Contractor’s Schedule of Rates specified in Exhibit “A”. Payment terms are Net 30 unless otherwise
provided in Exhibit “A”. Payment terms are Net 30 unless otherwise provided in Exhibit “A” or agreed to
in writing by the parties. Prior to initiation of any project work by Contractor, CMWD shall prepare a
Project Task Description and Fee Allotment ("Task Description") which, upon signature by Contractor and
for CMWD, the Executive Manager or General Manager, will be considered a part of this Agreement. The
Task Description will include a detailed scope of services for the particular project being considered and a
statement of Contractor's fee to complete the project in accordance with the specified scope of services.
The Task Description will also include a description of the method of payment and will be based upon an
hourly rate, percentage of project complete, completion of specific project tasks or a combination of
these.
If CMWD elects to extend the term of the Master Services Agreement, adjustments to the rate schedule
may be permitted. Upon receipt of a written request from the Contractor, CMWD may consider approving
a rate schedule increase. Rate schedule increases will be considered for each anniversary of the
Agreement effective date after the initial three-year term. An increase to the rate schedule will be
calculated based on the proceeding 12-month percentage change in the Consumer Price Index, San Diego
Area, for All Urban Customers (CPI-U), as reported by the Bureau of Labor Statistics or 5.0%, whichever is
lower. If the CPI-U is a negative number, then the rate schedule will not be adjusted for that year. The
Contractor must submit a request and justification to increase the rate schedule at least sixty days prior
to the anniversary of the effective date, assuming CMWD opt to extend the Master Services Agreement.
The justification accompanying the written request should detail the rationale for the requested
adjustment, and the requested adjustment amount, supported by relevant documentation (e.g., CPI-U or
5.0%, whichever is less). Approval of rate schedule increase by CMWD must be documented in an
amendment to the Agreement.
6. PUBLIC WORKS
6.1 Prevailing Wage Rates. Any construction, alteration, demolition, repair, and maintenance work,
including work performed during design and preconstruction such as inspection and land surveying work,
cumulatively exceeding $1,000 and performed under this Agreement constitute “public works” under
California Labor Code Section 1720 et seq. and are subject to state prevailing wage laws. The general
prevailing rate of wages, for each craft or type of worker needed to execute the contract, shall be those
as determined by the Director of Industrial Relations pursuant to the Section 1770, 1773 and 1773.1 of
the California Labor Code. Pursuant to Section 1773.2 of the California Labor Code, a current copy of
applicable wage rates is on file in the office of the City Engineer. Contractor shall not pay less than the
specified prevailing rates of wages to all such workers employed by Contractor in the execution of the
Agreement. Contractor and any subcontractors shall comply with Section 1776 of the California Labor
Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records,
and making them available for inspection. Contractor shall require any subcontractors to comply with
Section 1776.
6.2 DIR Registration. California Labor Code Section 1725.5 requires the Contractor and any subcontractor
performing any public work under this Agreement to be currently registered with the California
Department of Industrial Relations (DIR), as specified in California Labor Code Section 1725.5. California
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Labor Code Section 1771.1 provides that a contractor or subcontractor shall not be qualified to engage in
the performance of any contract for public work unless currently registered and qualified to perform
public work pursuant to California Labor Code Section 1725.5. Prior to the performance of public work by
any subcontractor under this Agreement, Contractor must furnish City with the subcontractor's current
DIR registration number.
7. CONSTRUCTION MANAGEMENT SOFTWARE
Procore Project Management and Collaboration System. This project may utilize the Owner’s Procore
(www.procore.com) online project management and document control platform. The intent of utilizing
Procore is to reduce cost and schedule risk, improve quality and safety, and maintain a healthy team
dynamic by improving information flow, reducing non-productive activities, reducing rework and
decreasing turnaround times. The Contractor is required to create a free web-based Procore user
account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system.
Unless the Engineer approves otherwise, the Contractor shall process all project documents through
Procore because this platform will be used to submit, track, distribute and collaborate on project. If
unfamiliar or not otherwise trained with Procore, Contractor and applicable team members shall
complete a free training certification course located at http://learn.procore.com/procore-certification-
subcontractor. The Contractor is responsible for attaining their own Procore support, as needed, either
through the online training or reaching out to the Procore support team. It will be the responsibility of the
Contractor to regularly check Procore and review updated documents as they are added. There will be no
cost to the Contractor for use of Procore.
It is recommended that the Contractor provide mobile access for Windows, iOS located at
https://apps.apple.com/us/app/procore-construction-management/id374930542 or Android devices
located at https://play.google.com/store/apps/details?id=com.procore.activities with the Procore App
installed to at least one on-site individual to provide real-time access to current posted drawings,
specifications, RFIs, submittals, schedules, change orders, project documents, as well as any deficient
observations or punch list items. Providing mobile access will improve communication, efficiency, and
productivity for all parties. The use of Procore for project management does not relieve Contractor of any
other requirements as may be specified in this Agreement or Task Descriptions.
8. STATUS OF CONTRACTOR
Contractor will perform the Services in Contractor's own way as an independent contractor and in pursuit
of Contractor's independent calling, and not as an employee of CMWD. Contractor will be under the
control of CMWD only as to the result to be accomplished, but will consult with CMWD as necessary. The
persons used by Contractor to provide services under this Agreement will not be considered employees
of CMWD for any purposes.
The payment made to Contractor pursuant to this Agreement will be the full and complete compensation
to which Contractor is entitled. CMWD will not make any federal or state tax withholdings on behalf of
Contractor or its agents, employees or subcontractors. CMWD will not be required to pay any workers'
compensation insurance or unemployment contributions on behalf of Contractor or its employees or
subcontractors. Contractor agrees to indemnify CMWD and the City of Carlsbad within thirty (30) days for
any tax, retirement contribution, social security, overtime payment, unemployment payment or workers'
compensation payment which CMWD may be required to make on behalf of Contractor or any agent,
employee, or subcontractor of Contractor for work done under this Agreement. At CMWD’s election,
CMWD may deduct the indemnification amount from any balance owing to Contractor.
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9. CONTRACTOR EVALUATIONS
Work performed under this Master Services Agreement may be subject to the City’s contractor evaluation
program. Prior to the release of any task orders, the Contractor will be notified of the program
requirements and will receive a copy of the evaluation criteria and process. The Contractor’s performance
may be evaluated and the results will be considered for future task orders or agreements.
10. SUBCONTRACTING
Contractor will not subcontract any portion of the Services without prior written approval of CMWD. If
Contractor subcontracts any of the Services, Contractor will be fully responsible to CMWD for the acts and
omissions of Contractor's subcontractor and of the persons either directly or indirectly employed by the
subcontractor, as Contractor is for the acts and omissions of persons directly employed by Contractor.
Nothing contained in this Agreement will create any contractual relationship between any subcontractor
of Contractor and CMWD. Contractor will be responsible for payment of subcontractors. Contractor will
bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement
applicable to Contractor's work unless specifically noted to the contrary in the subcontract and approved
in writing by CMWD.
11. OTHER CONTRACTORS
CMWD reserves the right to employ other Contractors in connection with the Services.
12. INDEMNIFICATION
Contractor agrees to defend (with counsel approved by CMWD), indemnify and hold harmless CMWD and
the City of Carlsbad and its officers, elected and appointed officials, employees and volunteers from and
against all claims, damages, losses and expenses including attorneys fees arising out of the performance
of the work described in this Agreement and Task Descriptions caused by any willful misconduct or
negligent act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by
any of them or anyone for whose acts any of them may be liable.
If Contractor’s obligation to defend, indemnify, and/or hold harmless arises out of Contractor’s
performance as a “design professional” (as that term is defined under California Civil Code Section
2782.8), then, and only to the extent required by California Civil Code Section 2782.8, which is fully
incorporated in this Agreement, Contractor’s indemnification obligation shall be limited to claims that
arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor,
and, upon Contractor obtaining a final adjudication by a court of competent jurisdiction. Contractor’s
liability for such claim, including the cost to defend, shall not exceed the Contractor’s proportionate
percentage of fault.
The parties expressly agree that any payment, attorneys fee, cost or expense CMWD or the City of
Carlsbad incurs or makes to or on behalf of an injured employee under CMWD’s self-administered
workers’ compensation is included as a loss, expense or cost for the purposes of this section, and that this
section will survive the expiration or early termination of this Agreement.
13. INSURANCE
Contractor will obtain and maintain for the duration of the Agreement and any and all amendments,
insurance against claims for injuries to persons or damage to property which may arise out of or in
connection with performance of the services by Contractor or Contractor’s agents, representatives,
employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and
authorized to do business in the State of California. The insurance carrier is required to have a current
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Best's Key Rating of not less than "A-:VII"; OR with a surplus line insurer on the State of California’s List of
Approved Surplus Line Insurers (LASLI) with a rating in the latest Best’s Key Rating Guide of at least “A:X”;
OR an alien non-admitted insurer listed by the National Association of Insurance Commissioners (NAIC)
latest quarterly listings report.
13.1 Coverages and Limits. Contractor will maintain the types of coverages and minimum limits
indicated below, unless Risk Manager or City Manager approves a lower amount. These minimum
amounts of coverage will not constitute any limitations or cap on Contractor's indemnification obligations
under this Agreement. City, its officers, agents and employees make no representation that the limits of
the insurance specified to be carried by Contractor pursuant to this Agreement are adequate to protect
Contractor. If Contractor believes that any required insurance coverage is inadequate, Contractor will
obtain such additional insurance coverage, as Contractor deems adequate, at Contractor's sole expense.
The full limits available to the named insured shall also be available and applicable to the City as an
additional insured.
13.1.1 Commercial General Liability Insurance. Insurance written on an “occurrence” basis,
including personal and advertising injury, with limits no less than $2,000,000 per occurrence. If a general
aggregate limit applies, either the general aggregate limit shall apply separately to this project/location
or the general aggregate limit shall be twice the required occurrence limit.
13.1.2 Automobile Liability. (If the use of an automobile is involved for Contractor's work for
City). $2,000,000 combined single-limit per accident for bodily injury and property damage.
13.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as
required by the California Labor Code. Workers' Compensation will not be required if Contractor has no
employees and provides, to CMWD’s satisfaction, a declaration stating this.
13.1.4 Professional Liability. Errors and omissions liability appropriate to Contractor’s profession
with limits of not less than $1,000,000 per claim. Coverage must be maintained for a period of five years
following the date of completion of the work.
13.2. Additional Provisions. Contractor will ensure that the policies of insurance required under this
Agreement contain, or are endorsed to contain, the following provisions:
13.2.1 CMWD will be named as an additional insured on General Liability which shall provide
primary coverage to CMWD.
13.2.2 Contractor will obtain occurrence coverage, excluding Professional Liability, which will be
written as claims-made coverage.
13.2.3 If Contractor maintains higher limits than the minimums shown above, the City requires
and will be entitled to coverage for the higher limits maintained by Contractor. Any available insurance
proceeds in excess of the specified minimum limits of insurance and coverage will be available to the City.”
13.2.4 This insurance will be in force during the life of the Agreement and any extensions of it
and will not be canceled without thirty (30) days prior written notice to CMWD sent by certified mail
pursuant to the Notice provisions of this Agreement.
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13.3 Providing Certificates of Insurance and Endorsements. Prior to CMWD’s execution of this
Agreement, Contractor will furnish certificates of insurance and endorsements to CMWD.
13.4 Failure to Maintain Coverage. If Contractor fails to maintain any of these insurance coverages,
then CMWD will have the option to declare Contractor in breach, or may purchase replacement insurance
or pay the premiums that are due on existing policies in order to maintain the required coverages.
Contractor is responsible for any payments made by CMWD to obtain or maintain insurance and CMWD
may collect these payments from Contractor or deduct the amount paid from any sums due Contractor
under this Agreement.
13.5 Submission of Insurance Policies. CMWD reserves the right to require, at anytime, complete and
certified copies of any or all required insurance policies and endorsements.
14. BUSINESS LICENSE
Contractor will obtain and maintain a City of Carlsbad Business License for the term of the Agreement, as
may be amended from time-to-time.
15. ACCOUNTING RECORDS
Contractor will maintain complete and accurate records with respect to costs incurred under this
Agreement. All records will be clearly identifiable. Contractor will allow a representative of CMWD during
normal business hours to examine, audit, and make transcripts or copies of records and any other
documents created pursuant to this Agreement. Contractor will allow inspection of all work, data,
documents, proceedings, and activities related to the Agreement for a period of four (4) years from the
date of final payment under this Agreement.
16. OWNERSHIP OF DOCUMENTS
All work product produced by Contractor or its agents, employees, and subcontractors pursuant to this
Agreement is the property of CMWD. In the event this Agreement is terminated, all work product
produced by Contractor or its agents, employees and subcontractors pursuant to this Agreement will be
delivered at once to CMWD. Contractor will have the right to make one (1) copy of the work product for
Contractor’s records.
17. COPYRIGHTS
Contractor agrees that all copyrights that arise from the services will be vested in CMWD and Contractor
relinquishes all claims to the copyrights in favor of CMWD.
18. NOTICES
The name of the persons who are authorized to give written notice or to receive written notice on behalf
of CMWD and on behalf of Contractor under this Agreement.
For CMWD: For Contractor:
Name Eleida Felix Yackel Name
Title Senior Contract Administrator Title
Dept Public Works/ Contract Admin Address
CARLSBAD MUNICIPAL WATER DISTRICT
Address 1635 Faraday Ave. Phone
Carlsbad, CA 92008 Email
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Phone 442-339-2767
Each party will notify the other immediately of any changes of address that would require any notice or
delivery to be directed to another address.
19. GENERAL COMPLIANCE WITH LAWS
Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which
in any manner affect those employed by Contractor, or in any way affect the performance of the Services
by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and
regulations and will be responsible for the compliance of Contractor's services with all applicable laws,
ordinances and regulations.
Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will
comply with those requirements, including, but not limited to, verifying the eligibility for employment of
all agents, employees, subcontractors and consultants whose services are required by this Agreement.
20. CALIFORNIA AIR RESOURCES BOARD (CARB) ADVANCED CLEAN FLEETS REGULATIONS
Contractor’s vehicles with a gross vehicle weight rating greater than 8,500 lbs. and light-duty package
delivery vehicles operated in California may be subject to the California Air Resources Board (CARB)
Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce
emissions of air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage
at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets.
21. DISCRIMINATION, HARASSMENT, AND RETALIATION PROHIBITED
Contractor will comply with all applicable local, state and federal laws and regulations prohibiting
discrimination, harassment, and retaliation.
22. DISPUTE RESOLUTION
If a dispute should arise regarding the performance of the Services the following procedure will be used
to resolve any questions of fact or interpretation not otherwise settled by agreement between the parties.
Representatives of Contractor or CMWD will reduce such questions, and their respective views, to writing.
A copy of such documented dispute will be forwarded to both parties involved along with recommended
methods of resolution, which would be of benefit to both parties. The representative receiving the letter
will reply to the letter along with a recommended method of resolution within ten (10) business days. If
the resolution thus obtained is unsatisfactory to the aggrieved party, a letter outlining the disputes will
be forwarded to the City Manager. The City Manager will consider the facts and solutions recommended
by each party and may then opt to direct a solution to the problem. In such cases, the action of the City
Manager will be binding upon the parties involved, although nothing in this procedure will prohibit the
parties from seeking remedies available to them at law.
23. TERMINATION
In the event of the Contractor's failure to prosecute, deliver, or perform the Services, CMWD may
terminate this Agreement for nonperformance by notifying Contractor by certified mail of the
termination. If CMWD decides to abandon or indefinitely postpone the work or services contemplated by
this Agreement, CMWD may terminate this Agreement upon written notice to Contractor. Upon
notification of termination, Contractor has five (5) business days to deliver any documents owned by
CMWD and all work in progress to CMWD address contained in this Agreement. CMWD will make a
determination of fact based upon the work product delivered to CMWD and of the percentage of work
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that Contractor has performed which is usable and of worth to CMWD in having the Agreement
completed. Based upon that finding CMWD will determine the final payment of the Agreement.
CMWD may terminate this Agreement by tendering thirty (30) days written notice to Contractor.
Contractor may terminate this Agreement by tendering thirty (30) days written notice to CMWD. In the
event of termination of this Agreement by either party and upon request of CMWD, Contractor will
assemble the work product and put it in order for proper filing and closing and deliver it to CMWD.
Contractor will be paid for work performed to the termination date; however, the total will not exceed
the lump sum fee payable under this Agreement. CMWD will make the final determination as to the
portions of tasks completed and the compensation to be made.
24. COVENANTS AGAINST CONTINGENT FEES
Contractor warrants that Contractor has not employed or retained any company or person, other than a
bona fide employee working for Contractor, to solicit or secure this Agreement, and that Contractor has
not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission,
percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award
or making of this Agreement. For breach or violation of this warranty, CMWD will have the right to annul
this Agreement without liability, or, in its discretion, to deduct from the Agreement price or consideration,
or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or
contingent fee.
25. CLAIMS AND LAWSUITS
By signing this Agreement, Contractor agrees that any agreement claim submitted to CMWD must be
asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of
litigation or in conjunction with litigation. Contractor acknowledges that if a false claim is submitted to
CMWD, it may be considered fraud and Contractor may be subject to criminal prosecution. Contractor
acknowledges that California Government Code Section 12650 et seq., the False Claims Act applies to this
Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public
entity. These provisions include false claims made with deliberate ignorance of the false information or in
reckless disregard of the truth or falsity of information. If CMWD seeks to recover penalties pursuant to
the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Contractor
acknowledges that the filing of a false claim may subject Contractor to an administrative debarment
proceeding as the result of which Contractor may be prevented to act as a Contractor on any public work
or improvement for a period of up to five (5) years. Contractor acknowledges debarment by another
jurisdiction is grounds for City to terminate this Agreement.
26. JURISDICTIONS AND VENUE
This Agreement shall be interpreted in accordance with the laws of the State of California without regard
to, or application of, choice of law rules or principles. Any action at law or in equity brought by either of
the parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a
court of competent jurisdiction in the County of San Diego, State of California, and the parties waive all
provisions of law providing for a change of venue in these proceedings to any other county.
27. SUCCESSORS AND ASSIGNS
It is mutually understood and agreed that this Agreement will be binding upon CMWD and Contractor and
their respective successors. Neither this Agreement nor any part of it nor any monies due or to become
due under it may be assigned by Contractor without the prior consent of CMWD, which shall not be
unreasonably withheld.
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28. THIRD-PARTY RIGHTS
Nothing in this Agreement should be construed to give any rights or benefits to any party other than the
CMWD and Contractor.
29. ENTIRE AGREEMENT
This Agreement, together with any other written document referred to or contemplated by it, along with
the purchase order for this Agreement and its provisions, embody the entire Agreement and
understanding between the parties relating to the subject matter of it. In case of conflict, the terms of the
Agreement supersede the purchase order. Neither this Agreement nor any of its provisions may be
amended, modified, waived or discharged except in a writing signed by both parties. This Agreement may
be executed in counterparts.
30. PUBLIC AGENCY CLAUSE
Contractor agrees that any public agency as defined by Cal. Gov. Code section 6500, if authorized by its
governing body, shall have the option to participate in this contract at the same prices, terms, and
conditions. If another public agency chooses to participate, the term shall be for the term of this contract,
and shall be contingent upon Contractor's acceptance. Participating public agencies shall be solely
responsible for the placing of orders, arranging for delivery and/or services, and making payments to the
Contractor. The City of Carlsbad and Carlsbad Municipal Water District shall not be liable, or responsible,
for any obligations, including but not limited to financial responsibility, in connection with participation
by another public agency.
31. AUTHORITY
The individuals executing this Agreement and the instruments referenced in it on behalf of Contractor
each represent and warrant that they have the legal power, right and actual authority to bind Contractor
to the terms and conditions of this Agreement.
{signatures on following page}
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CONTRACTOR
TWINING, INC., a California corporation
CARLSBAD MUNICIPAL WATER DISTRICT, a
Public Agency organized under the
Municipal Water Act of 1911, and a
Subsidiary District of the City of Carlsbad
Paul Soltis, Vice President,
Geotechnical Operations
(print name/title)ATTEST:
By: SHERRY FREISINGER, Secretary
(sign here) By:
Faviola Medina,
Director of Constituent & Clerk Services
(print name/title)
Proper notarial acknowledgment of execution by Contractor must be attached. If a corporation,
Agreement must be signed by one corporate officer from each of the following two groups:
Group A Group B Chairman, President, or Vice-President
Secretary, Assistant Secretary, CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary
under corporate seal empowering the officer(s) signing to bind the corporation.
APPROVED AS TO FORM:
CINDIE K. McMAHON, General Counsel
BY: _____________________________
By:By:
Keith Blackburn, President
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EXHIBIT A
SCOPE OF SERVICES AND FEES
Perform a variety of tasks related to geotechnical services, as outlined in the individual Project Task
Descriptions and Fee Allotments (PTD&FA), including but not limited to the following:
A. Geotechnical Investigations.
B. Hazardous Material Evaluations.
C. Materials Testing.
D. Groundwater Monitoring Well Installations.
Requests for work not listed above must be contracted under separate agreement.
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STAFF
NAME TITLE HOURLY RATE
1.
2.
3.
4.
5.
9.
10.
SUB-CONSULTANTS
NAME/FIRM TITLE HOURLY RATE
1.
2.
3.
9.
10.
EXPENSES
DESCRIPTION COST % MARKUP
1.
2.
3.
4.
ATTACHMENT B –MASTER SERVICES AGREEMENT RATE SCHEDULE
Prices valid through Term of Agreement
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Schedule of Fees 2024-2027
NOTE: Fee schedule presented will remain firm for the three (3) year term of the Master Services Agreement
Personnel Rates: Per Hour Unless Otherwise Noted
Equipment Usage (Daily Unless Otherwise Noted),
Engineering And Consulting Personnel Rate Continued RateSenior Principal Advisor/Consultant 185.00$ Torque Multiplier 48.00$
Principal Engineer/Geologist 185.00$ Air Meter 37.00$
Registered Geotechnical Engineer 185.00$ Unit Weight Bucket 28.00$
Technical Advisor 170.00$ Field Concrete Scale 37.00$
Material Scientist, Welding/NDT Consultant 170.00$ 2" x 2" x 2" Mold 26.00$
Registered Geologist/Certified Engineering Geologist 155.00$ Nuclear Gauge (Per Hour)13.00$
Senior Engineer/Geologist 145.00$ Sand Cone Density Test Equipment 60.00$
Registered Civil Engineer 170.00$ Pull Test Equipment 74.00$
Project Engineer/Manager 170.00$ Concrete/Asphalt Coring Equipment 720.00$
Senior Staff Engineer/Geologist 145.00$ Floor Flatness (Dipstick)63.00$
Staff Engineer/Geologist 145.00$ Schmidt Hammer 48.00$
Field Supervisor 170.00$ Vapor Emission Test Kits 58.00$
Relative Humidity Probe 90.00$
UPV (Ultrasonic Pulse Velocity) Meter 420.00$
Field Inspection Personnel Rate Fireproofing Adhesion/Cohesion (Per Test)42.00$
Concrete/Reinforced Steel Inspector 125.00$ A Scan Ultrasonic Equipment And Consumables 100.00$
Prestressed/Post Tensioned Inspector 125.00$ Magnetic Particle Equipment And Consumables 53.00$
Concrete ICC Inspector 125.00$ Liquid Penetrant Consumables 48.00$
Drilled-In-Anchor Inspector 125.00$ Phased Array Ultrasonic Equipment (Per Hour)105.00$
Gunite/Shotcrete Inspector 125.00$ Ground Penetrating Radar 399.00$
Masonry Inspector 125.00$ Impact Echo 405.00$
Structural Steel/Welding Inspector 125.00$ Ultrasonic Tomography 525.00$
AWS Certified Welding Inspector 125.00$ Inertial Profiler (Per Hour)Quotation
Fireproofing Inspector 125.00$ Borescope 315.00$
Lead Inspector 125.00$ Infrared Camera 105.00$
Firestop Special Inspector - IFC Premier 140.00$ Project Dedicated Vehicle 189.00$
Firestop Special Inspector - IQP 140.00$ Roller Compacted Concrete Vibrating Hammer/Tamping Plate 84.00$
Asphalt Field and Plant Inspector/Technician 125.00$ Half-Cell Potential Equipment Set 405.00$
Pile Driving Inspector 125.00$ Concrete Electrical Resistivity Meter 189.00$
Soils Technician 125.00$ Field Hardness (Steel)116.00$
Concrete Quality Control (ACI/Caltrans Technician)125.00$ Coating Thickness Gauge 166.00$
Wood Framing Inspector 125.00$ Curing Box (Not Temperature Controlled, One-Time Fee/788.00$
Public Works Inspector 125.00$ Per Box)
Field Engineering Technician 125.00$ Temperature Control Curing Box (Per Month)525.00$
Temperature Matching Curing Box (Per Month)599.00$
Shop Inspection Personnel RateStructural Steel Fabrication Inspector 125.00$ Specimen Pick-Up RateBatch Plant Quality Control Technician/Inspector 125.00$ Soil/Aggregate Sample (Each)10.00$
Glue-Laminated Fabrication Inspector Quotation Standard Sample: Concrete Cylinders (Each)10.00$
Pre-Cast Concrete/Pipe Fabrication Inspector 125.00$ Standard Sample: Mortar/Grout Cubes And Cores, 10.00$
Fireproofing, Rebar, And Epoxy Prisms (Each)
Oversize Sample: Masonry Prisms And Shotcrete Panels (Each)94.00$
Nondestructive Testing Personnel Rate Oversize Sample: Flexural Beams (Each)94.00$
NDE Ultrasonic Testing Technician 130.00$ Technician For Specimen Pick-Up Not Listed Above 160.00$
NDE Magnetic Particle Testing Technician 130.00$ (Per Hour, 2-Hour Minimum)
NDE Dye Penetrant Testing Technician 130.00$ Technician For Specimen Pick-Up Before 5:00 a.m. 220.00$
Combination NDE Technician/Welding Inspector 130.00$ Or After 5:00 p.m. Monday Thru Friday, Or All Day Saturday
Radiographic Testing (Crew Of 2)Quotation (Per Hour, 2-Hour Minimum Plus Mileage)
NDE Engineer 255.00$
Jobsite Trailer, Mobile Or On-site Laboratory RateEquipment Usage (Daily Unless Otherwise Noted)Rate Portable Or Mobile Laboratory Unit Quotation
Skidmore 51.00$ Jobsite Trailer, Conex, Or Equipment Storage Box Quotation
Torque Wrench, Small 21.00$
Torque Wrench, Large 32.00$
Concrete Tests (Field Made Specimens)Rate6" x 12" Cylinder Compression Strength (ASTM C39)38.00$
4" x 8" Cylinder Compression Strength (ASTM C39)38.00$
Concrete Specimen Preparation Rate Density Of Structural Lightweight Concrete Equilibrium 107.00$
Sawing Of Specimens (Each)54.00$ Oven Dry Method (ASTM C567)
Coring Of Specimens In Lab (Each)54.00$ Core Compression Including Trimming (ASTM C42)97.00$
Grinding Of Concrete Below 6000 psi Strength (Each)97.00$ 6" x 6" x 18" Flexural Beams Not Exceeding Referenced 134.00$
Grinding Of Concrete 6000 psi Strength And Above (Each)118.00$ Size (ASTM C78, C293 or CTM 523)
Splitting Tensile Strength (ASTM C496)134.00$
Laboratory Trial Batch: Concrete, Cement Modulus Of Elasticity Test (ASTM C469)348.00$
And Mortar Rate Rapid Chloride Permeability Test: Cylinders Or Cores 610.00$
Compression Test 4" x 8" Cylinders Made And Tested In 63.00$ (ASTM C1202)
Laboratory (ASTM C192, C35)Density, Absorption, And Voids In Hardened Concrete 610.00$
Compression Test 6" x 12" Cylinders Made And Tested In 73.00$ (ASTM C642)
Laboratory (ASTM C192, C35)Flexural Toughness (ASTM C1609, Formerly ASTM C1018)963.00$
6" x 6" x 18" Flexural Beams Made And Tested in Laboratory 150.00$ Double Punch Strength Of Fiber Reinforced Concrete 642.00$
(ASTM C192, C78)Coefficient Of Thermal Expansion Of Concrete 696.00$
Splitting Tensile Strength Cylinders Made And Tested In 150.00$ (CRD 39, AASHTO T336)
Laboratory (ASTM C192, C496)Bulk Electrical Resistivity (One Age Of Testing, ASTM C1876)172.00$
Modulus of Elasticity Test Cylinders Made And Tested In 364.00$ Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete 1,070.00$
Laboratory (ASTM C192, C469)Beam (EN 14651)
Density Of Structural Lightweight Concrete Made In 124.00$
Laboratory, Equilibrium or Oven Dry Method (ASTM C567)
Bulk Electrical Resistivity (ASTM C1876)188.00$
Laboratory Trial Batch (ASTM C192/Lab Procedure Performance) 589.00$ Qualification Of Cements Rate
Concrete Mixture Design For Preconstruction Evaluation And 343.00$ Chemical Analysis Of Portland Cement Per Standard 803.00$
Backup Data Development Requirements (ASTM C150)
30237
30201
30219
95322
95323
20103
10115
10501
10207
20101
10201
10203
10026
20211
95321
Task
30203
10401
30227
30225
70103
10309
20203
20201
95360
50003
Code
Task
70101
10107
20109
10500
10122
10403
10325
10328
20205
20207
Task
Task Code
Code
10409
10020
Task
Code
20104
20202
20151
20157
20159
Task
Code
10103
10105
Task
Code
95357
Task
95364
Code
95367
10101
95349
95372
Task
Code
70107
70000
10010
10011
95342
10301
95339
95341
10003
10009
95351
95330
95319
95324
10013
95315
10305
10001
95333
95348
95336
10113
10109
95347
95345
20100
10007
95306
95369
20102
10117
10005
95307
95343
95352
95362
95300
95303
10111
95374
70003
80100
Task
Code
95356
95368
20107
75001
95370
95371
95373
10405
Code
80006
40012
95312
95318
95309
80013
30216
30217
20209
40005
20160
Task
80003
30223
Code
Task
Code
40006
40009
PSA25-3744CA
13June 24, 2025 Item #6 Page 735 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
Drying Shrinkage Up To 28 Days, Three 3" x 3" Or 4" x 4" Bars,557.00$ Physical Testing Of Portland Cement Per Standard 803.00$
Five Readings Up To 28 Dry Days (ASTM C157)Requirements (ASTM C150)
Additional Reading, Per Set Of Three Bars 65.00$ Physical Testing Of Type K Cement, Mortar Expansion 803.00$
Storage Over Ninety (90) Days, Per Set Of 54.00$ (ASTM C806)
Three Bars, Per Month Physical Testing And Chemical Analysis Of Portland Cement 1,498.00$
Setting Time Up To 7 Hours (ASTM C403)214.00$ Per Standard Requirements (ASTM C150)
Bleeding (ASTM C232)193.00$ Partial Analysis Or Specific Physical Tests Quotation
Concrete Restrained Expansion (ASTM C878)749.00$ Sulfates Resistance Of Hydraulic Cement (ASTM C1012),3,210.00$
Mix, Make and Test Mortar or Grout Specimens for Compressive 642.00$ 6 Months
Strength: Set of 6 (ASTM C878)Sulfates Resistance Of Hydraulic Cement (ASTM C1012),3,531.00$
Non-Shrink Grout: Height Change After Final Set (ASTM C1090) 642.00$ 12 months
Non-Shrink Grout: Height Change At Early Age (ASTM C827)910.00$ Type 1L Cement (ASTM C595; Excludes Special Properties)1,498.00$
Cracking Resistance, Set Of Three Rings, Laboratory Trial 6,634.00$ Clinker Microscopy, Per Sample 910.00$
Batching, Test Until Cracking Or Up To 28 Days (ASTM 1581)
Evaluation Of Pre-Packaged Masonry Mortars (ASTM C270)1,391.00$
Creep (ASTM C512) (One Age Of Loading, 12 Months 9,095.00$ Physical Testing Of Chemical Admixtures For
Duration Of Testing)Concrete Rate
Laboratory Development of Strength-Maturity Curve Without 3,424.00$ Qualification Of Admixture (ASTM C494)Quotation
Establishing Datum Temperature (Up To 5 Testing Ages,
ASTM C1074)
Laboratory Development Of Strength-Maturity Curve With 5,664.00$ Evaluation Of Pozzolans And Slag Cement RateEstablishing Datum Temperature (Up to 5 Testing Ages, Chemical Analysis Of Fly Ash Per Standard Requirements 803.00$
ASTM C1074)(ASTM C618)
Physical Testing Of Fly Ash Per Standard Requirements 803.00$
(ASTM C618)
Evaluation of Mixing Water for Concrete Rate Partial Analysis Or Specific Physical Tests Quotation
Evaluation of Mixing Water For Concrete Per The Requirements 1,070.00$ Chemical Analysis And Physical Testing Of Fly Ash Per 1,498.00$
Of ASTM C1602, Table 1 (Physical Properties Of Mortar), Per Standard Requirements (ASTM C1618)
Sample Qualification Of Silica Fume Per Standard Requirements 1,498.00$
Evaluation Of Mixing Water For Concrete Per The Requirements 1,284.00$ (ASTM C1240)
Of Caltrans, Section 90, Per Sample Qualification Of Slag Cement Per Standard Requirements 1,498.00$
(ASTM C989)
Concrete - Chemical Analysis, Transport Properties,Effectiveness Of Pozzolans & Slag Cement In Mitigating 1,498.00$
Service Life Modeling, Petrographic Examination Rate Expansion Due To ASR (ASTM C441)
Acid-Soluble Chloride Analysis (ASTM C1152)134.00$
Includes Sample Prep)
Water-Soluble Chloride Analysis (ASTM C1218)161.00$ Mass Concrete - Engineering And Testing Services Rate
(Includes Sample Prep)Thermal Control Plan (Without Cooling Pipes) Per A Unique 9,000.00$
Chloride Diffusion Coefficient Of Cementitious Mixtures By 2,996.00$ Type Of Placement Of Similar Group Of Placements, Each Plan
Bulk Diffusion (ASTM C1556)Thermal Control Plan (With Cooling Pipes), Per A Unique 10,500.00$
Bulk Resistivity (ASTM C1876) And Formation Factor 696.00$ Type Of Placement Of Similar Group Of Placements, Each Plan
Chloride Binding Isotherm 910.00$ Performance Based Maximum Temperature Difference 6,000.00$
Analytical And Experimental (ASTM C1556) Modeling Of Service 8,560.00$ Laboratory & Analytical Studies, One Concrete Mixture Design
Life Of Concrete Per Life-365 Model, Per Mixture Design
Analytical And Experimental (NordTest) Modeling Of Service 8,560.00$ Rock And Concrete Aggregates - PetrographicLife Of Concrete Per FIB Model Code 34, Per Mixture Design Examination & Special USACE & CRD Tests RateNon-Steady State Chloride Migration Coefficient, NordTest 492 669.00$ Rock Type Description, Per Sample (Rock Core Or Rock 1,000.00$
Petrographic Examination Of Hardened Concrete, Level I 1,750.00$ Chunk)
(ASTM C856) (Excludes Thin Section), Per Sample Rock Type Description + XRD Including Clay Analysis,1,500.00$
Petrographic Examination Of Hardened Concrete, Level II 2,250.00$ Per Sample
(ASTM C856) Includes Thin Section, Per Sample Natural Aggregates - Petrographic Examination (Gravel And 2,750.00$
Petrographic Examination Of Hardened Concrete, Level III 3,500.00$ Natural Sand Consisting Of Single Rock Type ASTM C295)
(ASTM C856/C1723) (Thin Section And SEM/EDX), Per Sample Each, One Sample
W/CM Determination (NordTest Build 361)1,338.00$ Crushed Aggregates - Petrographic Examination (Crushed 2,750.00$
Examination Of Volumetric Proportions Of Hardened Concrete 535.00$ Rock And Manufactured Sand Consisting Of Single Rock Type
(ASTM C457), Per Sample ASTM C295), Each, One Sample
Air Void Analysis Of Hardened Concrete (ASTM C457),750.00$ Coarse Aggregate Certification For Deleterious Materials Per 6,500.00$
Per Sample Specifications Of USACE, Materials Coarser Than 0.75-Inch
Electron Microscopy (ASTM C1723)803.00$ Each, One Sample, 200 lb.
Paste Carbonation Analysis, Per Sample 268.00$ Coarse Aggregate Certification For Deleterious Materials Per 5,500.00$
Insoluble Residue Analysis (ASTM C1324)Quotation Specifications Of USACE, 0.75-Inch And Finer Material, Each,
Alkali-Silica - Damage Rating Index (DRI), Per Sample 1,338.00$ One Sample, 25 lb.
Fine Aggregate Certification For Deleterious Materials Per 2,750.00$
Specifications Of USACE, Each, One Sample
Aggregate, Scratch Hardness (CRD-C 130), Each, One Sample, 500.00$
Soils And Aggregate Tests, Continued Rate 25 lb.
Collapse Potential/Index (ASTM D5333)232.00$
Compressive Strength Of Molded Soil-Cement Cylinders 109.00$
(ASTM D1633)Soils And Aggregate Tests Rate
Consolidation Test Full Cycle (ASTM 2435, CTM 219)205.00$ Abrasion: LA Rattler (ASTM C131)206.00$
Consolidation Test Time Rate Per Load Increment 47.00$ Abrasion: LA Rattler (ASTM C535)217.00$
(ASTM D2435, CTM 219)Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204)165.00$
Corrosivity Series Sulfate, CI, pH, Resistivity (CTM 643,253.00$ California Bearing Ratio Excluding Maximum Density 598.00$
417, and 422)(ASTM D1883) Soil
Crushed/Fractured Particles (ASTM D5821, CTM 205)180.00$ California Bearing Ratio Excluding Maximum Density 670.00$
Direct Shear Test Remolded And/Or Residual (ASTM D3080)255.00$ (ASTM D1883) Cement-Treated Soil
Direct Shear Test Undisturbed - Slow [CD] (ASTM D3080)230.00$ Cement-Treated Soil/Base Mix Design: Includes Three Trial 3,605.00$
Direct Shear Test Undisturbed - Fast [CU] (ASTM D3080)200.00$ Cement Contents With Three Unconfined Compressive
Durability Index Per Method - A,B,C, or D (ASTM D3744,220.00$ Strength Specimens Per Cement Content
CTM 229)Chloride And Sulfate Content (CTM 417, CTM 422)180.00$
Expansion Index (ASTM D4829, UBC 18-2)175.00$ Clay Lumps And Friable Particles (ASTM C142)210.00$
Fine Aggregate Angularity (ASTM C1252, CTM 234,200.00$ Cleanness Value 1" x #4 (CTM 227)180.00$
AASHTO T304)Cleanness Value 1.5" x .75" (CTM 227)285.00$
Flat And Elongated Particle (ASTM D4791)250.00$
Flat Or Elongated Particle (ASTM D4791)220.00$
Maximum Density Methods A/B/C (ASTM D1557,195.00$
D698, CTM 216)Asphalt Concrete Tests, Continued Rate
Maximum Density Check Point (ASTM D1557, D698)70.00$ Emulsion Residue, Evaporation (ASTM D244)175.00$
Maximum Density AASHTO C [Modified] (AASHTO T-180)200.00$ Extraction % Bitumen (ASTM D6307, CTM 382)175.00$
Maximum Index Density Vibratory Table (ASTM D4253)355.00$ Extraction % Bitumen And Gradation (ASTM D5444, D6307,240.00$
Moisture Content (ASTM D2216, CTM 226)30.00$ CTM 202, 382)
Moisture and Density Ring Sample (ASTM D2937)30.00$ Extraction % Bitumen, Correction Factor (ASTM D6307,385.00$
80204
80206
80208
80159
80240
70335
70337
30508
Code70393
70396
70309
70317
70339
70336
80198
80199
30205
30234
20265
Task
Code
70319
70311
70313
70315
30322
30503
Task
80218
80238
80224
80228
80234
80143
80146
80272
80276
80266
Task
Code
80256
80258
Task
Code
30321
70305
70304
70301
70303
30505
80260
80268
Task
30403
80270
Code80262
80263
80274
80147
80248
80254
30232
30207
30209
30230
80252
80250
Task
Code80140
80126
30229
20263
Code
30233
70325
75004
30507
70331
75024
75027
7504070333
70321
70378
Task
80123
80193
80129
80210
80212
80232
80222
80195
80106
80110
80103
80246
Code
Task
80196
80111
80149
80151
80194
30211
30231
Code
Task
70344
75028
PSA25-3744CA
14June 24, 2025 Item #6 Page 736 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
Moisture and Density Shelby Tube Sample (ASTM D2937)45.00$ CTM 382)
Moisture-Density Relations Of Soil-Cement Mixtures 285.00$ Chemical Extraction % Bitumen And Sieve Analysis 410.00$
Premixed In The Field (ASTM D558)(ASTM D2172 Method A or B, ASTM D5444)
Moisture-Density Relations Of Soil-Cement Mixtures 365.00$ Lab Tested Maximum Density Hveem, 3 Briquettes 235.00$
Mixed In The Lab (ASTM D558)(ASTM D1561, D1188, CTM 304, 308)
pH Of Soils (ASTM D4972)65.00$ Hveem Stabilometer Test, Premixed, 3 Briquettes 235.00$
Organic Content Of Soils (ASTM D2974, Method A Only)90.00$ (ASTM D1560, D1561, CTM 304, 366)
Organic Impurities (ASTM C40, CTM 213)95.00$ Lab Tested Maximum Density Marshall, 3 Briquettes 230.00$
Permeability (ASTM D5084)Quotation (ASTM D6926, D2726)
Potential Reactivity Chemical Method (ASTM C289 - 800.00$ Lab Tested Maximum Density Marshall 6'' Specimen, 235.00$
Discontinued Method)3 Briquettes (ASTM D5581, D2726)
Potential Reactivity Mortar Bar Expansion Method, 990.00$ Lab Tested Maximum Density Superpave Gyratory Compacted 90.00$
14-Day Exposure (ASTM C1260) Briquette, SSD, 1 Briquette (ASTM D6925, D2726)
Potential Reactivity Mortar Bar Expansion Method, 1,100.00$ Lab Tested Maximum Density Superpave Gyratory Compacted 100.00$
28-Day Exposure (ASTM C1260)Briquette, Paraffin, 1 Briquette (ASTM D1188, D6925)
Potential Reactivity Concrete Bar Expansion Method 2,995.00$ Maximum Theoretical Specific Gravity [RICE] (ASTM D2041,180.00$
(ASTM C1293), 12 month CTM 309)
Potential Reactivity Concrete Bar Expansion Method 3,320.00$ Marshall Stability And Flow, Cored Sample, Each 90.00$
(ASTM C1293), 24 month ASTM D6927)
Potential Reactivity of Aggregate Combination, Non-Standard 1,175.00$ Marshall Stability And Flow, Premixed, 3 Briquettes 255.00$
Method; 14-Day Exposure, Mortar (After ASTM C1567)(ASTM D6926, D6927)
Potential Reactivity Of Aggregate Combination, Non-Standard 1,230.00$ Marshall Stability And Flow, Gyratory Compacted Specimen 255.00$
Method; 28-Day Exposure, Mortar (After ASTM C1567)Pre-Mixed, 3 Briquettes (ASTM D5581, D6925)
R-Value Soil (ASTM 2844, CTM 301)454.00$ Marshall Stability And Flow 6'' Specimen, Premixed, 255.00$
R-Value Aggregate Base (ASTM D2844, CTM 301)505.00$ 3 Briquettes (ASTM D5581)
Sand Equivalent (ASTM D2419, CTM 217)129.00$ Moisture Content (CTM 370)90.00$
Sieve #200 Wash Only (ASTM D1140, CTM 202)93.00$ Wet Track Abrasion Test (ASTM D3910)185.00$
Sieve With Hydrometer 3/4" Gravel To Clay (ASTM D422,258.00$ Hveem Mix Design (Excluding Aggregate Quality Tests)6,000.00$
D7928, CTM 203)Hveem Mix Design, With RAP (Excluding Aggregate Quality 6,500.00$
Sieve With Hydrometer Sand To Clay (ASTM D422,248.00$ Tests, RAP Qualification)
D7928, CTM 203)Hveem Mix Design, With Lime (Excluding Aggregate Quality 10,000.00$
Sieve Analysis Including Wash (ASTM C136, CTM 202)155.00$ Tests)
Sieve Analysis Without Wash (ASTM C136, CTM 202)125.00$ Hveem Mix Design Caltrans Untreated Mix (Including 7,000.00$
Sieve Analysis Split Sieve (ASTM C136, CTM 202)250.00$ Aggregate Quality Tests)
Sieve Analysis Without Wash With Cobbles (ASTM C136,245.00$ Hveem Mix Design Caltrans Lime Treated Mix (Including 8,000.00$
CTM 202)Aggregate Quality Tests)
Soundness Sodium Or Magnesium Sulfate, 5 Cycles 464.00$ Marshall Mix Design (Excluding Aggregate Quality Tests)6,000.00$
(ASTM C88)Marshall Mix Design With RAP (Excluding Aggregate Quality 6,400.00$
Specific Gravity And Absorption Coarse (ASTM C127,105.00$ Tests)
CTM 206)Marshall Mix Design With Lime (Excluding Aggregate Quality 7,000.00$
Specific Gravity and Absorption Fine (ASTM C128,170.00$ Tests)
CTM 207)Open Grade Asphalt Concrete Mix Design (ASTM D7064,3,500.00$
Swell/Settlement Potential One Dimensional (ASTM D4546)155.00$ CTM 368)
Triaxial Quotation Superpave Mix Design (Excluding Aggregate Quality Tests)12,000.00$
Unconfined Compression (ASTM D2166, CTM 221)196.00$ Superpave Mix Design, With RAP (Excluding Aggregate 12,500.00$
Unit Weight Per Cubic Foot (ASTM C29, CTM 212)129.00$ Quality Tests)
Voids In Aggregate With Known Specific Gravity (ASTM C29,129.00$ Superpave Mix Design With Rubber (Excluding Aggregate 12,500.00$
CTM 212)Quality Tests)
Lightweight Particles Coarse, with Two Solutions (ASTM C123)535.00$ Superpave Mix Design With Additives (Excluding Aggregate 12,700.00$
Lightweight Particles Fine, with One Solution (ASTM C123)258.00$ Quality Tests)
Method of Test for Relative Mortar Strength of Portland 1,400.00$ Effect Of Moisture On Asphalt Paving Mixtures, Pre-Mixed 1,200.00$
Cement Concrete Sand (CT 515)(ASTM D4867, AASHTO T283)
Hamburg Wheel Track Test, 20,000 Passes, 4 Briquettes 1,300.00$
(AASHTO T324)
Asphalt Concrete Tests Rate Raveling Test Of Cold Mixed Emulsified Asphalt (ASTM D7196)225.00$
HMA Mixing And Preparation 140.00$ Marshall Stability, Wet Set, 3 Replicates (AASHTO T245)390.00$
HMA Mixing And Preparation With Aggregate Treatment 196.00$ Marshall Stability, Dry Set, 3 Replicates (AASHTO T245)330.00$
Bulk Specific Gravity Of Compacted Sample Or Core SSD 62.00$ Cold Recycled Asphalt Mix Design 2 Gradings Each, 11,600.00$
(ASTM D2726, CTM 308C)3 Emulsion Content (Caltrans LP-8)
Bulk Specific Gravity Of Compacted Sample Or Core Paraffin 88.00$
Coated (ASTM D1188 and CTM 308A)
Mortar And Stucco - Petrographic Examination Rate
Stucco, One-Coat (ASTM C856), Includes Thin Section), 2,250.00$
Concrete Block, ASTM C140 Rate Per Sample
Compression 102.00$ Stucco, Two-Coat (ASTM C856), Includes Thin Section), 2,500.00$
Absorption/Moisture Content/Oven Dry Density 102.00$ Per Sample
Linear Shrinkage (ASTM C426)295.00$ Stucco, Three-Coat (ASTM C856), Includes Thin Section), 3,000.00$
Web And Face Shell Measurements 59.00$ Per Sample
Tension Test 188.00$ Mortar (ASTM C1324, Petrographic Examination And Chemical 3,250.00$
Core Compression 97.00$ Analysis), Per Sample
Shear Test Of Masonry Cores 2 Faces 118.00$
Efflorescence Tests 91.00$
Brick Masonry Tests, ASTM C67 Rate
Modulus Of Rupture Flexural 118.00$
Masonry Prisms, ASTM C1314 Rate Compression Strength 81.00$
Compression Test, Composite Masonry Prisms Up To 8" x 16"220.00$ Absorption 5 Hour or 24 Hour 86.00$
Compression Test, Composite Masonry Prisms > 8" x 16"295.00$ Absorption (Boil) 1, 2 Or 5 Hours 118.00$
Prism Cord Modulus of Elasticity 696.00$ Initial Rate Of Absorption 75.00$
Prism Cord Modulus Of Elasticity With Transverse Strain 760.00$ Efflorescence 91.00$
(For Double-Wythe Specimen)Cores Compression 97.00$
Shear Test On Brick Cores 2 Faces 118.00$
Mortar And Grout Rate
Compression 2" x 4" Mortar Cylinders (ASTM C780)65.00$
Compression 3" x 3" x 6" Grout Prisms, Includes Trimming 49.00$ Metal and Steel Testing, Continued Rate(ASTM C1019)Hardness Test (ASTM E18)91.00$
Compression 2" Cubes (ASTM C109)65.00$ Bolt Axial Tensile Test (Up To 7/8" Diameter)75.00$
Compression Cores Includes Trimming (ASTM C42)97.00$ Bolt Wedge Tensile Test (Up To 7/8" Diameter)91.00$
Bolt Axial Tensile Test (Greater Than 7/8" Up To 1" diameter)97.00$
Bolt Wedge Tensile Test (Greater Than 7/8" Up To 1" Diameter)118.00$
Masonry Specimen Preparation Rate Bolt Axial Tensile Test (Greater Than 1" Diameter)140.00$
Cutting Of Cubes Or Prisms 81.00$ Bolt Wedge Tensile Test (Greater Than 1" Diameter)150.00$
70398
70340
70391
70342
Code
75032
20634
20347
Code
20357
20355
20346
20635
20632
20331
20343
30411
20339
Task
75052
75093
75096
75084
75095
75066
70349
70351
70353
75049
75051
70343
70347
70399
70361
70363
70360
70397
70355
75087
75075
75068
75067
75113
75115
75114
70371
70373
70365
30317
30319
Task
70369
70367
70328
70330
70341
70392
70345
75050
75048
75033
75031
20351
20353
20335
75070
20633
20630
20619
20631
70359
75042
20341
80001
75083
75039
75099
75090
75005
75094
75057
30412
Task
20323
20321
20327
75030
75036
75111
75107
75063
75106
30401
70394
75109
20329
20333
TaskCode
20301
20303
20305
75069
20307
20309
20311
20313
Task
20315
70357
Code
20807
Task
Code
80282
80286
80294
80290
Task
Code
Code
20155
Task
Code
PSA25-3744CA
15June 24, 2025 Item #6 Page 737 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
Bolt Proof Load Test (Greater Than 7/8" Up To 1" Diameter)124.00$
Fireproofing Tests Rate Bolt Proof Load Test (Greater Than 1")145.00$
Oven Dry Density (ASTM E605)97.00$ Nut Proof Load Test (Up To 7/8")81.00$
Nut Proof Load Test (Greater Than 7/8" Up To 1" Diameter)102.00$
Nut Proof Load Test (Greater Than 1")113.00$
Gunite And Shotcrete Tests RateCore Compression Including Trimming (ASTM C42)113.00$
Compression Cubes (Includes Saw Cutting)81.00$ Chemical Testing Of Metal And Steel Rate
Steel Chemical Analysis Quotation
Concrete Roof Fill: Gypsum, Vermiculite, Perlite,Weight Of Galvanized Coating (ASTM A90)97.00$
Lightweight Insulating Concrete, Etc.Rate Epoxy Coating Thickness 107.00$
Compression Test (ASTM C495 and C472)81.00$ Coating Thickness 102.00$
Air Dry Density (ASTM C472)70.00$
Oven Dry Density (ASTM C495)97.00$ Machining And Preparation Of Tensile And Bend
Sample: Carbon Steel Rate
Machinist Initial Preparation From Mock-Up, Etc. (Per Hour)156.00$
Reinforcing Steel, ASTM A615, A706 Rate Sawcut To Overall Width (Per 0.5" Thickness Or Fraction 70.00$
Tensile Test #11 Or Smaller 81.00$ Thereof)
Bend Test #11 Or Smaller 75.00$ Machine To Test Configuration Milled Specimens 102.00$
Bend Test #14 Or #18 428.00$ Machine To Test Configuration Turned Specimens (Per 0.5"182.00$
Tensile Test #14 321.00$ Thickness Or Fraction Thereof)
Tensile Test #18 418.00$ Prepare Subsize Specimens (Per 0.5" Thickness Or Fraction 124.00$
Thereof)
Reinforcing Steel - Welded Or Coupled Specimens RateTensile Test Welded/Coupled #11 And Smaller 91.00$ Charpy Impact Rate
Tensile Test Welded/Coupled #14 311.00$ Charpy Impact Ambient Temperature 113.00$
Tensile Test Welded/Coupled #18 439.00$ Charpy Impact Reduced Temperature 150.00$
Weld Macroetch 102.00$
Slippage Test - Caltrans (CTM 670)236.00$
Tensile Test Welded Hoops #11 And Smaller 182.00$ Machining Of Charpy Samples: Carbon Steel RateCutting And Milling (Per 0.5" Or Fraction Thereof) 102.00$
Final Machining To Sample Configuration 124.00$
Metal and Steel Testing Rate
Tensile Strength Up To 100K Pounds (Each)91.00$
Tensile Strength Up To 200K Pounds (Each)102.00$ Prestressing Wires And Tendons, (ASTM A416)Rate
Tensile Strength Up To 300K Pounds (Each)129.00$ Stress-Strain Analysis Wire Or Strands (Including Chart And 273.00$
Tensile Strength Up To 400K Pounds (Each)188.00$ Percent Offset)
Tensile Strength 400K To 600K Pounds (Each)428.00$ Tensile Test Only 204.00$
Tensile Strength Stress-Strain Percent Offset 268.00$ Tendons Quotation
Weld Macroetch 102.00$
Weld Fracture 54.00$
Bend Test 86.00$ Polymer Matrix Composite Materials (Fiberwrap)RateFlattening Test 86.00$ Tensile Strength – Set of 5 Specimens/Batch/Direction 1,498.00$
(ASTM D3039)
Tensile Strength – Additional Specimens (ASTM D3039)289.00$
(ASTM D3039)
Heating Chamber Time – Per 24 Hr. Period 107.00$
20615
20607
20361
Task
20371
20529
Task
20617
20708
20603
20605
20532
Task
20547
20609
Code
20601
80176
80173
Code
Task
20523
20641
20545
20611
20501
20503
20525
20701
20621
20623
Task
20703
20504
20505
Task
20365
Code
20379
Code
20757
20531
20640
Code
80170
Task
20753
20751
Task
Code
Code
Code
20780
20783
Code
20373
Code
80177
20637
20638
20639
20507
20705
20401
20707
Task
20706
20759
Code
20755
Task
Code
Task
Task
20521
PSA25-3744CA
16June 24, 2025 Item #6 Page 738 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
PSA25-3744CA
17June 24, 2025 Item #6 Page 739 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
FEE SCHEDULE
Prime Firm:Twining, Inc.
Subconsultant Firm:Gregg Drilling, LLC
Proposal Ref 124-0830
Date 12/3 /2024
* Labor rates or equipment rates to not relect any Project Labor Agreement (PLA) and/or Union fees or dues
*Surcharge to be applied to all prevailing wage/DBA/SCA projects, including mobilization/de-mobilization
Gregg Drilling rate Unit
Mud Rotary Drill Rig (Fraste FS400/GEFCO 40K) - 3 person crew
Mobilization/De-Mobilization/Daily Travel 604.55$ Hr
Drilling time / Operating rate 1,123.50$ Hr
Standby / Move / Setup / Development Time 1,123.50$ Hr
Daily Travel Crew (when rig can be left on-site)421.31$ Hr
Cancellation Fee (within 72-hrs of scheduled start)2,500.00$ EA
Mud Rotary Drill Rig (Fraste MDXL/VersaDrill) - 2 person crew
Mobilization/De-Mobilization/Daily Travel 529.65$ Hr
Drilling time / Operating rate 779.43$ Hr
Standby / Move / Setup / Development Time 779.43$ Hr
Daily Travel Crew (when rig can be left on-site)326.35$ Hr
EA
Cancellation Fee (within 72-hrs of scheduled start)2,000.00$ EA
Track-Mounted Mud Rotary Drill Rig (Fraste MDXL) - 2 person crew
Mobilization/De-Mobilization/Daily Travel 529.65$ Hr
Drilling time / Operating rate 800.00$ Hr
Standby / Move / Setup / Development Time 800.00$ Hr
Daily Travel Crew (when rig can be left on-site)326.35$ Hr
EA
Cancellation Fee (within 72-hrs of scheduled start)2,000.00$ EA
Hollow Stem Auger Drill - 2 person crew
Mobilization/De-Mobilization/Daily Travel 449.40$ Hr
Drilling time / Operating rate 589.84$ Hr
Standby / Move / Setup / Development Time 589.84$ Hr
Daily Travel Crew (when rig can be left on-site)326.35$ Hr
EA
Cancellation Fee (within 72-hrs of scheduled start)2,000.00$ EA
25-Ton CPT Rig - 2 person crew
Mobilization/De-Mobilization/Daily Travel 529.65$ Hr
Drilling time / Operating rate 674.10$ Hr
Standby / Move / Setup / Development Time 674.10$ Hr
Daily Travel Crew (when rig can be left on-site)326.35$ Hr
Shear Wave Velocity (Vs) Tests 28.00$ EA
EA
Cancellation Fee (within 72-hrs of scheduled start)2,000.00$ EA
City of Carlsbad
Master Services Agreement for Consultants Number: RFQ25-3437CA
*RATES ARE ESCLATED 3.5% EVERY JANUARY 1ST, STARTING JANUARY 1st, 2026*
PSA25-3744CA
18June 24, 2025 Item #6 Page 740 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
Truck Direct Push Rig - 2 person crew
Mobilization/De-Mobilization/Daily Travel 342.40$ Hr
Drilling time / Operating rate 393.23$ Hr
Standby / Move / Setup / Development Time 299.60$ Hr
Hr
Cancellation Fee (within 72-hrs of scheduled start)2,000.00$ EA
Remediation Services - 3 Person Crew
Mobilization/Demobilization/Daily Travel 529.65$ Hr
Injection Platform with 10 point system, (1) Direct Push Rig 631.97$ Hr
Injection Platform with 10 point system, well injection, 2 man crew 475.00$ Hr
Geoprobe 7822 or Equivalent, 1 crew member 294.92$ Hr
Daily Travel Crew (when rig can be left on-site)421.31$ Hr
EA
Cancellation Fee (within 72-hrs of scheduled start)2,500.00$ EA
Air Vacuum - 2 person crew
Mobilization/De-Mobilization/Daily Travel 262.50$ Hr
Operating rate 294.00$ Hr
Standby / Move / Setup 336.00$ Hr
EA
Cancellation Fee (within 72-hrs of scheduled start)2,000.00$ EA
Development Rig - 1 person crew
Mobilization/De-Mobilization/Daily Travel 262.50$ Hr
Operating rate 315.00$ Hr
Standby / Move / Setup 315.00$ EA
EA
Cancellation Fee (within 72-hrs of scheduled start)1,500.00$ EA
High Resolution Site Characterization
HRSC Pre-Mobilization/Equipment Check 795.00$ EA
Mobilization/De-Mobilization MiHPT System and Operator 140.44$ Hr
MiHPT System and Operator (up to 8-hrs. on site)2,540.00$ day
MiHPT Premium Time (over 8-hrs. on site)400.00$ Hr
Ultraviolet Optical Screening Tool (UVOST)2,100.00$ day
Saphire Window Replacement 265.00$ EA
Cancellation Fee (within 72-hrs of scheduled start)1,500.00$ EA
EA
SPT Energy Calibration
Mobilization/De-Mobilization SPT Energy Calibration 140.44$ Hr
SPT Energy Calibration 3,350.00$ EA
SPT Energy Calibration Report (per boring)196.61$ Hr
Dilatometer Testing (DMT)
DMT Pre-Mobilization/Equipment Check 795.00$ EA
Dilatometer Testing (up to 8-hrs, not including CPT rig)2,247.00$ day
DMT Blade Replacement 6,575.00$ EA
DMT Membrane Replacement 247.17$ EA
DMT Report (per boring)196.61$ EA
Pressure Meter Testing (PMT)
PMT Pre-Mobilization/Equipment Check 795.00$ EA
Mobilization/De-Mobilization PMT 140.44$ Hr
Pressure Meter Testing (PMT) (up to 8-hrs. on site)3,350.00$ day
PSA25-3744CA
19June 24, 2025 Item #6 Page 741 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
PMT Bladder Replacement 650.00$ EA
PMT Report (per boring)870.00$ EA
Packer Testing Testing
Packer Testing Pre-Mobilization/Equipment Check 795.00$ EA
Packer Testing Testing Surcharge (packer equipment only)921.27$ day
Bladder Replacement 3,475.00$ EA
Sub Contractors / Rental Equipment
Sub Contractors Cost +20%
Rental Equipment Cost +20%
*ADDITIONAL LABOR COSTS (Per Man Per Hour)
Additional Technician 135.00$ Hr
**Prevailing Wage Surcharge per pers 80.00$ Hr
**Davis Bacon Act Surcharge per pers 55.00$ Hr
**Service Contract Act Surcharge per pers 27.00$ Hr
***Premium Time (over 8-hrs, nights and Saturdays)80.00$ Hr
Premium Time (Sundays, Holidays and over 8-hrs. on Saturdays)155.00$ Hr
Project Management 155.00$ Hr
Project Assistant 135.00$ Hr
Administrative Assistant 95.00$ Hr
Crane Rigger/Liaison 175.00$ Hr
Service Run 140.44$ Hr
Per Diem (Crew Member/Night)350.00$ EA
Level C Protection (per day or portion)260.00$ day
SUPPORT EQUIPMENT
Support Truck (pick-up)260.00$ day
Support Truck (stake-bed)410.00$ day
Support Truck (Lift Gate)465.00$ day
Water Truck (up to 2,000 gal.)875.00$ day
Water Truck (up to 4,000 gal.)2,000.00$ day
Support Truck (CPT)1,300.00$ day
Steam Cleaning at Yard 165.00$ ea
Mud System (mud rotary, less than 1500 gal capacity)675.00$ day
Mud System (mud rotary, 1500-3000 gal capacity)1,200.00$ day
Track Support Rig (Marooka or similar)1,797.60$ day
Submersible pump rental 225.00$ day
Horiba meter rental 135.00$ day
Drum trailer rental 105.00$ day
500-water gallon trailer rental 190.00$ day
Personal H2S Meter 39.32$ day
Ventilation / exhaust system rental 480.00$ day
Grout Pump 365.00$ day
PSA25-3744CA
20June 24, 2025 Item #6 Page 742 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
MATERIALS
Concrete/Asphalt Coring, CPT/DPT Locations (4-in diameter x 6-in thick)200.00$ EA
Backfill CPT/DPT Test/Sampling Locations 3.00$ lin ft
Backfill Hollow Stem Auger Borings (6-in. diameter)9.00$ lin ft
Backfill Hollow Stem Auger Borings (8-in. diameter)12.00$ lin ft
Backfill Rotary/Core Holes up 5-in.8.00$ lin ft
Backfill Rotary/Core Holes up 8-in.12.00$ lin ft
1/4" Nylaflow Tubing 2.20$ lin ft
1/2" Poly Tubing 1.70$ lin ft
Vapor Probe Implant - PVC 18.00$ lin ft
Vapor Probe Implant - Stainless 1"32.00$ lin ft
Vapor Probe Implant - Stainless 6"70.00$ lin ft
Vapor Probe Valves - 2 way & 3-way 12.00$ lin ft
Hydropunch/Groundwater Sampling Consumables 95.00$ EA
3/4" Sched. 40 PVC Blank casing 5.00$ lin ft
3/4" Sched. 40 PVC Screen 0.010" or 0.020"7.00$ lin ft
3/4" Sched. 40 PVC fittings 15.00$ lin ft
1" Sched. 40 PVC Blank casing 7.00$ lin ft
1" Sched. 40 PVC Screen 0.010" or 0.020"10.00$ lin ft
1" Sched. 40 PVC threaded end cap 15.00$ EA
1" Sched. 40 PVC slip cap or coupling 15.00$ EA
2" Sched. 40 PVC Blank casing 9.00$ lin ft
2" Sched. 40 PVC Screen 0.010" or 0.020"12.00$ lin ft
2" Sched. 40 PVC threaded end cap 20.00$ EA
2" Sched. 40 PVC slip cap or coupling 20.00$ EA
2" Locking Cap 40.00$ EA
4" Sched. 40 PVC Blank casing 18.00$ lin ft
4" Sched. 40 PVC Screen 0.010" or 0.020"24.00$ lin ft
4" Sched. 40 PVC threaded end cap 45.00$ EA
4" Sched. 40 PVC slip cap or coupling 45.00$ EA
4" Locking Cap 65.00$ EA
Asphalt Patch, for Bore diameter 25.00$ ea
Cement - Portland Type II 18.00$ lin ft
Concrete - Quickset 30.00$ lin ft
Concrete - Ready Mix 15.00$ lin ft
Bentonite Chips 30.00$ lin ft
Bentonite Grout (Enviroplug)30.00$ lin ft
Bentonite Pellets 120.00$ lin ft
Bentonite Pellets (TR30)175.00$ lin ft
Filter Sand 20.00$ lin ft
Drill mud 30.00$ bkt
Easy Mud 5-gal 250.00$ bkt
Easy Mud Gold 10lb 275.00$ bkt
Auqa-Clear (5 gal pail)420.00$ bkt
Soda Ash 50lb 40.00$ bag
Well Box - 12-inch 175.00$ EA
Well Box - 8-inch 100.00$ EA
Standpipe 8"480.00$ EA
Standpipe 10"540.00$ EA
PSA25-3744CA
21June 24, 2025 Item #6 Page 743 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB
Wood Plug 40.00$ EA
3'x3' Form / 2'x2' Form 40.00$ EA
Bollards 4" / Crashpost 110.00$ EA
Drums - 55 Gallon 100.00$ EA
Disposable Bailers 25.00$ EA
Disposable Tips 30.00$ EA
2" Brass Sample Liners & Caps 12.00$ EA
2" Stainless Steel Sample Liners & Caps 12.00$ EA
Acetate Sample Liners ( Macro Core 4')12.00$ EA
2.5" x 1" Brass Sample Rings & Canisters,30.00$ EA
ShelbyTube & Caps 80.00$ EA
Pitcher Tubes & Caps 80.00$ EA
Core Box - Plastic/Cardboard 40.00$ EA
Core Box - Wooden 105.00$ EA
Slope Indicator Pipe (2.75") - per 10' length 247.17$ EA
Slope Indicator Pipe Bottom Cap 44.94$ EA
Slope Indicator Pipe Top Cap 44.94$ EA
Straw Waddle (20-ft)50.00$ EA
Visqueen (large roll)180.00$ EA
* Labor rates or equipment rates to not relect any Project Labor Agreement (PLA) and/or Union fees or dues
*Surcharge to be applied to all prevailing wage/DBA/SCA projects, including mobilization/de-mobilization
*RATES ARE ESCLATED 3.5% EVERY JANUARY 1ST, STARTING JANUARY 1st, 2026*
PSA25-3744CA
22June 24, 2025 Item #6 Page 744 of 1064
Docusign Envelope ID: 28D2AA52-87F5-40FD-9E5E-8288B37CE7CB