Attachment 2c - Contract with Bureau Veritas.pdf — Richmond City Council, July 1, 2025

CITY OF RICHMOND

STANDARD CONTRACT
Department: City Project Manager:

City Project Manager E-mail: City Project Manager Phone No:

Vendor No: Contract No:

Description of Services:

The parties to this STANDARD CONTRACT do mutually agree and promise as follows:

1. Parties. The parties to this Contract are the City of Richmond, a municipal corporation (“the City”), and the following named Contractor:

Contractor Name:

Street Address:

City, State, Zip Code:

Contact Person:

Telephone: Email:

Business License No:
☐ A California corporation, ☐ limited liability corporation ☐ general partnership, ☐ limited partnership, ☐ individual, ☐ non-profit corporation, ☐ individual dba as [specify:] ____________________ ☐ other [specify:] _______________________________

2. Term. The effective date of this Contract is _______________________ and terminates _________________ unless terminated earlier as set forth herein.

3. Payment Limit. City’s total payments to Contractor under this Contract shall not exceed $______________ (“Contract Payment Limit”) unless a Contract Amendment has been approved by the City Council or City Manager. If this amount includes a contingency, Contractor acknowledges that any use of such contingency shall be for work beyond the original scope of services and requires prior written authorization by the City. If noted below, Compensation for work done under this Contract, shall not exceed as follows:

FY _________ total compensation shall not exceed $_________________ FY _________ total compensation shall not exceed $_________________ FY _________ total compensation shall not exceed $_________________

4. Contractor’s Obligations. Contractor agrees to perform all work at its own cost and expense, to furnish all labor, tools, equipment, materials, except as otherwise specified, in accordance with the Service Plan set forth in Exhibit A, attached hereto and incorporated herein.

5. City Obligations. City shall make payments to the Contractor in accordance with the Payment Provisions set forth in Exhibit B, attached hereto and incorporated herein.

6. Authorized Representatives and Notices. This Contract is subject to the Authorized Representatives and Notices Provisions (Exhibit C), attached hereto and incorporated herein.

7. General Conditions. This Contract is subject to the General Conditions (Exhibit D), which are attached hereto and incorporated herein.

8. Special Conditions. This Contract is subject to the Special Conditions (Exhibit E) (if any), which are attached hereto and incorporated herein.

9. Insurance Provisions. This Contract is subject to the Insurance Provisions (Exhibit F), which are attached hereto and incorporated herein.

10. Sanctuary City Compliance Statement. This Contract is subject to the Sanctuary City Compliance Statement (Exhibit G), which is attached hereto and incorporated herein.

11. Signatures. These signatures attest the parties' agreement hereto:

CITY OF RICHMOND,
a municipal corporation [BUSINESS NAME]
(* The Corporation Chairperson of the Board, President, or Vice President should sign below)

By: _________________________ By: ___________________________ Title: ________________________ Title: __________________________ Date Signed: _________________ Date Signed: ___________________

I hereby certify that this Contract (* The Corporation Chief Financial Officer or Assistant has been approved by City Council Treasurer, or Secretary or Assistant Secretary should or the City Manager. sign below)

By: _________________________ By: ___________________________ City Clerk Title: __________________________
Date Signed: ____________________
Approved as to form:
(NOTE: Pursuant to California Corporations Code Section By: _________________________ 313, if Contractor is a corporation or nonprofit organization, City Attorney this Contract (1) must be signed by (a) the Chairperson of the Board, President, or Vice-President and (b) the
Chief Financial Officer or Assistant Treasurer, or
Secretary or Assistant Secretary)

LIST OF ATTACHMENTS:

Service Plan Exhibit A
Payment Provisions Exhibit B
Authorized Representatives and Notices Exhibit C
General Conditions Exhibit D
Special Conditions Exhibit E
Insurance Provisions Exhibit F
Sanctuary City Compliance Statement Exhibit G

Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT A

SERVICE PLAN

Contractor shall, to the satisfaction of the Project Manager ( set forth in Exhibit B) , perform the following services and be compensated as outlined below [or attach service plan if necessary]:

2.0 SCOPE OF SERVICES

2.1 Scope of Work

The Consultant shall provide construction management and inspection services as authorized by the Public Works Director/City Engineer. A sample Scope of Services is summarized below. Not all services listed below are required for every project. The Public Works Director/City Engineer will specify the services in the Service Requests for each project. The Consultants may modify the scope of services deemed appropriate in their proposals.

Project Bid Documents and Pre-Bid Services

o Perform final review of the plans, specifications and engineer estimate and incorporate comments from City staff into the final PS&E. o Amend or modify the plans, specifications and estimate as necessary and include in the bid packages.
o Prepare and incorporate bid proposal form and other boiler plate materials in the bid packages.
o Perform constructability review.
o Perform quantities takeoff.
o Prepare a consolidated, final Engineer's project estimate. o Coordinate bid preparations with the City staff.
o Define required submittals, number of copies and submittal schedule. o Develop and maintain a CPM Project Schedule.
o Develop and maintain a project document tracking system. o Prepare applications and obtain permits as required from other agencies prior to issuing Notice to Proceed to the Contractor.

Pre-award and Post-award Services

o Prepare bid documents for mailing.
o Prepare necessary bid advertisements.
o Stimulate bidder interest.
o Maintain a plan-holder list.
o Conduct pre-bid conference.
o Provide bid phase management, document and respond to Contractor's RFIs. o Prepare and issue addenda.
o Attend and assist the City in bid opening.
o Summarize bid results and evaluate bids; prepare recommendations for the award to the City Council.
o Prepare City Council Agenda Request and attend City Council meeting for the award.
o Assist the City in contract preparation, contract award, and other post-award activities.
o Issue Notice to Proceed to the Contractor.

Construction Management Services

o Conduct pre-construction meetings.
o Develop and implement Public Awareness Program including a project brochure and fact sheets as required.
o Respond to citizen inquiries.
o Coordinate with Project Manager, City Engineer, regulatory agencies and other consultants that may be involved.
o Maintain all project documents and records per City standard filing system.
o Process Contractor's requests for information and document clarification.
o Requests for quotations and prepare contract change orders. o Verify quantities and process monthly progress payments. o Monitor Contractor's progress schedule.
o Provide on-site inspection services and quality control monitoring. o Monitor and enforce project site safety program.
o Prepare and issue change orders and perform cost/time impact analysis. o Negotiate resolutions for contract disputes, schedule delays and claims. o Prepare contract amendment as necessary.
o Coordinate submittal review.
o Issue, as necessary, non-compliance notices for faulty works; provide follow-up and closure on all outstanding problems.
o Conduct regular project status meetings.
o Prepare project status reports.
o Prepare weekly contract time reports.
o Provide materials sampling and testing services.
o Perform final inspection and prepare punch lists.
o Provide project photographic progress records; supply photo display boards to City as required.

Post-construction Services

o Compile and prepare certified as-built drawings (all drawings to be produced utilizing AutoCAD format).
o Prepare final estimate and process final payment.
o Prepare project acceptance documents for City Council approval. o Prepare and submit Notice of Completion for recording at the County Recorder.

Miscellaneous Services

o Provide all necessary resources to carry out the full scope of services described herein, including office equipment, computer hardware and software, supplies, reproduction services, graphics, maps, photographs, etc. o Provide general construction management services including services not specifically described herein above, but as may be necessary for construction, analysis, or review of public projects.

Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT B

PAYMENT PROVISIONS

1. COMPENSATION TO CONTRACTOR:

a. Provided Contractor is not in default under this Contract, Contractor shall be compensated in the manner set forth herein.

b. All payments made pursuant to this Contract shall be subject to the Contract Payment Limit. The Payment Limit includes expenses (phones, photocopying, meals and travel, etc.). Invoices shall be adequately detailed, based on accurate records, and be in a form reasonably satisfactory to the City. Contractor may be required to provide back-up material upon request.

c. All City vendors receiving new contracts shall sign up to receive electronic payments through the City’s Automated Clearinghouse (ACH) payments service/provider.

2. SUBMISSION OF INVOICES:

Contractor shall submit timely invoices by email to
[email protected] and/or to the following address:

Attention: City of Richmond Finance/Account Payable
Project Manager: _______________________
P.O. Box 4046
Richmond, CA 94804

3. All invoices that are submitted by Contractor shall be subject to the approval of the City Project Manager, _______________________, before payments shall be authorized.

a. The City will pay invoice(s) within 45 days after completion of services to the City’s satisfaction. The City shall not pay late fees or interest.

b. All appropriate permits, certificates, and licenses, including a City business license shall be obtained and maintained for the duration of this Contract before any payment is authorized.

4. All insurance coverage required by this Contract shall be provided by the Contractor before this Contract is executed by the City. The insurance coverage required by this Contract shall be maintained by Contractor for the duration of this Contract and must be in place before any payment is authorized.

Page 1 of 2 ends

(A)+(B)+(C) (A)+(B)+(C) 3.5% Escalation 3.5% Escalation (A)+(B)+(C) (A)+(B)+(C) Principle 100.00$ 125.00$ 272.39$ 340.49$ 103.50$ 129.38$ 281.93$ 352.41$ Resident Engineer 90.00$ 110.00$ 245.15$ 299.63$ 93.15$ 113.85$ 253.73$ 310.12$ Structure Representative 75.00$ 95.00$ 204.29$ 258.77$ 77.63$ 98.33$ 211.45$ 267.83$ Asst. Resident Engineer 65.00$ 90.00$ 177.06$ 245.15$ 67.28$ 93.15$ 183.25$ 253.73$ Office engineer 45.00$ 68.00$ 122.58$ 185.23$ 46.58$ 70.38$ 126.87$ 191.71$ Civil/Bridge Inspector - (Group 1 PW) 70.00$ 95.00$ 190.68$ 258.77$ 72.45$ 98.33$ 197.35$ 267.83$ Civil/Bridge Inspector - (Group 1 - Non PW) 70.00$ 95.00$ 190.68$ 258.77$ 72.45$ 98.33$ 197.35$ 267.83$ Civil/Bridge Inspector - (Group 2 PW) 65.00$ 90.00$ 177.06$ 245.15$ 67.28$ 93.15$ 183.25$ 253.73$ Civil/Bridge Inspector - (Group 2 - Non PW) 65.00$ 90.00$ 177.06$ 245.15$ 67.28$ 93.15$ 183.25$ 253.73$ Electrical Insp. - Signals and Lighting* - ( Group 2 - PW) 70.00$ 95.00$ 190.68$ 258.77$ 72.45$ 98.33$ 197.35$ 267.83$ Electrical Insp. - Signals and Lighting - ( Group 2 - Non PW) 65.00$ 90.00$ 177.06$ 245.15$ 67.28$ 93.15$ 183.25$ 253.73$ AWS CWI - welding Source Insp.* (Group 2 - PW) 65.00$ 90.00$ 177.06$ 245.15$ 67.28$ 93.15$ 183.25$ 253.73$ PC Level II - Precast Concreter Inspector.* (Group 2 - PW) 70.00$ 90.00$ 190.68$ 245.15$ 72.45$ 93.15$ 197.35$ 253.73$ Structural Material Rep.* (Group 1 PW) 70.00$ 95.00$ 190.68$ 258.77$ 72.45$ 98.33$ 197.35$ 267.83$ Structural Material Rep. (Group 1 Non PW) 65.00$ 90.00$ 177.06$ 245.15$ 67.28$ 93.15$ 183.25$ 253.73$ SWPPP QSD/QSP 65.00$ 85.00$ 177.06$ 231.53$ 67.28$ 87.98$ 183.25$ 239.64$ Civil Engineer (EIT) 45.00$ 68.00$ 122.58$ 185.23$ 46.58$ 70.38$ 126.87$ 191.71$ Claim Support Analyst 70.00$ 110.00$ 190.68$ 299.63$ 72.45$ 113.85$ 197.35$ 310.12$ CPM Scheduler 85.00$ 105.00$ 231.53$ 286.01$ 87.98$ 108.68$ 239.64$ 296.02$ Admin. Assistant 35.00$ 50.00$ 95.34$ 136.20$ 36.23$ 51.75$ 98.67$ 140.96$ 147.63% 147.63% (B) ICR + FCCM

10.00% 10.00% (C) Fee

3.50% 3.50%Start in Dec 2025 (D) Escalation

5. Overtime rate will be at 1.5 times the hurly rate for non-exempt employees.

Notes:

1. These rates were calculated using the named personnel's actual salary as of date of price proposal and include the following to develop fully burdened rated

2. Employees subject to prevailing wage requirements to be marked with an *. Actual PW Rate identified per Task Order cost proposal.

3. Reimbursement for per diem mileage expenses shall be per current federal reimbursement rate.

HOURLY RATE SCHEDULE
All billing rates are "fully loaded", i.e., including all overhead costs, general, administrative and profit.

Hourly Billing Rate = Average Base Hourly Rate x (1+Overhead) x (1+Fee) BUREAU VERTIAS NORTH AMERICA, INC (Prime)
City of Richmond On‐Call Construction Management and Inspection Services

4. per prevailing wage, a shift differential of 12.5% applies for any covered night work shift.

Classification
Range Per Classification
2026 Billable Rate
Range
(A) Direct Labor Hourly Rate 2026
Range
(A) Direct Labor Hourly Rate 2025
Actual
Range
2025 Billable Rate
Range

Page 2 of 2 ends

Principle
Resident Engineer
Structure Representative
Asst. Resident Engineer
Office engineer
Civil/Bridge Inspector - (Group 1 PW)
Civil/Bridge Inspector - (Group 1 - Non PW)
Civil/Bridge Inspector - (Group 2 PW)
Civil/Bridge Inspector - (Group 2 - Non PW)
Electrical Insp. - Signals and Lighting* - ( Group 2 - PW) Electrical Insp. - Signals and Lighting - ( Group 2 - Non PW) AWS CWI - welding Source Insp.* (Group 2 - PW)
PC Level II - Precast Concreter Inspector.* (Group 2 - PW) Structural Material Rep.* (Group 1 PW)
Structural Material Rep. (Group 1 Non PW)

SWPPP QSD/QSP
Civil Engineer (EIT)
Claim Support Analyst
CPM Scheduler
Admin. Assistant
147.63%

10.00%

3.50%

5. Overtime rate will be at 1.5 times the hurly rate for non-exempt employees.

Notes:

1. These rates were calculated using the named personnel's actual salary as of date of price proposal and include the following to develop fully burdened rated

2. Employees subject to prevailing wage requirements to be marked with an *. Actual PW Rate identified per Task Order cost proposal.

3. Reimbursement for per diem mileage expenses shall be per current federal reimbursement rate.

HOURLY RATE SCHEDULE
All billing rates are "fully loaded", i.e., including all overhead costs, general, administrative and profit.

Hourly Billing Rate = Average Base Hourly Rate x (1+Overhead) x (1+Fee) BUREAU VERTIAS NORTH AMERICA, INC (Prime)
City of Richmond On‐Call Construction Management and Inspection Services

4. per prevailing wage, a shift differential of 12.5% applies for any covered night work shift.

Classification
Range Per Classification

3.5% Escalation 3.5% Escalation (A)+(B)+(C) (A)+(B)+(C) 3.5% Escalation 3.5% Escalation (A)+(B)+(C) (A)+(B)+(C) 107.12$ 133.90$ 291.79$ 364.74$ 110.87$ 138.59$ 302.01$ 377.51$

96.41$ 117.83$ 262.61$ 320.97$ 99.78$ 121.96$ 271.81$ 332.21$

80.34$ 101.77$ 218.85$ 277.20$ 83.15$ 105.33$ 226.51$ 286.91$

69.63$ 96.41$ 189.67$ 262.61$ 72.07$ 99.78$ 196.30$ 271.81$

48.21$ 72.84$ 131.31$ 198.42$ 49.89$ 75.39$ 135.90$ 205.36$

74.99$ 101.77$ 204.26$ 277.20$ 77.61$ 105.33$ 211.40$ 286.91$

69.63$ 96.41$ 189.67$ 262.61$ 72.07$ 99.78$ 196.30$ 271.81$

74.99$ 101.77$ 204.26$ 277.20$ 77.61$ 105.33$ 211.40$ 286.91$

69.63$ 96.41$ 189.67$ 262.61$ 72.07$ 99.78$ 196.30$ 271.81$

74.99$ 96.41$ 204.26$ 262.61$ 77.61$ 99.78$ 211.40$ 271.81$

74.99$ 101.77$ 204.26$ 277.20$ 77.61$ 105.33$ 211.40$ 286.91$

69.63$ 96.41$ 189.67$ 262.61$ 72.07$ 99.78$ 196.30$ 271.81$

69.63$ 91.05$ 189.67$ 248.03$ 72.07$ 94.24$ 196.30$ 256.71$

48.21$ 72.84$ 131.31$ 198.42$ 49.89$ 75.39$ 135.90$ 205.36$

74.99$ 117.83$ 204.26$ 320.97$ 77.61$ 121.96$ 211.40$ 332.21$

91.05$ 112.48$ 248.03$ 306.38$ 94.24$ 116.42$ 256.71$ 317.11$

37.49$ 53.56$ 102.13$ 145.90$ 38.81$ 55.44$ 105.70$ 151.00$ (B) ICR + FCCM
(C) Fee
Start in Dec 2025 (D) Escalation
(A) Direct Labor Hourly Rate 2028 2028 Billable Rate
Range Range
(A) Direct Labor Hourly Rate 2027 2027 Billable Rate
Range Range

I. FIELD AND LABORATORY SERVICES
A. Geotechnical Services

1. 1108 Registered Geotechnical Engineer $212.00 /hr

2. 2708 Lime Treatment Observation $126.00 /hr

3. 2701 Building Pad Compaction Testing (w/ Nuc Gauge; portal-to-portal) $126.00 /hr

4. 2701 Underground Utilities Compaction Testing (portal-to-portal) $126.00 /hr

5. 2701 Subgrade Compaction Testing (portal-to-portal) $126.00 /hr

6. 2701 Aggregate Base Compaction Testing (portal-to-portal) $126.00 /hr

7. 3451 Fill Acceptance Testing (Sieve & PI/EI) $205.00 /ea

8. 3461 Maximum Density Curves/4" (ASTM D1557) $310.00 /ea

9. 3462 Maximum Density Curves/6" (ASTM D1557) $370.00 /ea

10. 3463 Oversize Correction $82.00 /ea

11. 1216 Final Geotechnical Report DSA-293 $655.00 /ea
B. Asphalt Concrete

1. 2801 AC Compaction Testing (w/ Nuclear Gauge, portal-to-portal) $126.00 /hr

2. 3622 Lab Test Maximum Density (LTMD) $505.00 /ea
C. Reinforcing Steel

1. 2203 Material ID/Sampling/Tagging at Source $122.00 /hr

2. 2201 Reinforcing Steel Placement Inspection $122.00 /hr

3. 3201 Reinforcing Steel Tensile/Bend Test (bar size #3 to #8) $145.00 /set

4. 3202 Reinforcing Steel Tensile/Bend Test (bar size #9 to #11) $195.00 /set

5. 3203 Reinforcing Steel Tensile/Bend Test (bar size #14 to #18) $1,030.00 /set D. Structural Concrete

1. 1201 Mix Design Review $225.00 /ea

2. 2305 Batch Plant Inspection $122.00 /hr

3. 3403 Aggregate Testing $225.00 /ea

4. Cement Testing $150.00 /ea

5. 2301 Foundation Concrete Placement & Sampling $122.00 /hr

6. 2301 Slab-on-Grade Concrete Placement & Sampling $122.00 /hr

7. 2405 Precast Panel Concrete Placement & Sampling $122.00 /hr

8. 2301 Slab-on-Deck Concrete Placement & Sampling $122.00 /hr

9. 2301 Misc. Concrete Placement & Sampling $122.00 /hr

10. 2903 Epoxy/Anchor Installation $122.00 /hr

11. 2904 Anchor Proof-Load Testing (w/ equipment, portal-to-portal) $126.00 /hr

12. 3101 Concrete Compression Tests (set of 5/50cy) $65.00 /ea

13. 3136 Non-Shrink Grout Compression Test (set of 3) $82.00 /ea

14. 1302 Sample Transportation $95.00 ea
County Of Marin

SPECIAL INSPECTION AND MATERIAL TESTING SERVICES
On Call CM and Inspection Services

RATES TO PROVIDE
0 Rate
ISI Proposal tg 3-14-2025 1076
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County Of Marin

SPECIAL INSPECTION AND MATERIAL TESTING SERVICES
On Call CM and Inspection Services

RATES TO PROVIDE
0 E. Shotcrete

1. Preconstruction Nozzlemen Evaluation/18"x18" panels:
2303 Technician Observation of Shooting $122.00 /hr
2304 Preconst Panel Coring/Evaluation (set of 3 cores) $1,640.00 /ea

2. 2302 Reinforcing Steel Placement Inspection $122.00 /hr

3. 2302 Shotcrete Placement Inspection & Sampling $122.00 /hr

4. 3105 Panel Compression Tests (set of 3 cores) $120.00 /ea

5. 1302 Sample Transportation $95.00 ea
F. Masonry

1. 2501 Preconstruction Prism Observation/Sampling $122.00 /hr

2. 3104 Preconstruction Prisms (set of 5) $212.00 /ea

3. 2501 CMU Reinforcing, Placement, & Grout Inspection $122.00 /hr

4. 3110 Concrete Masonry Units (ASTM C140) (set of 3) $1,410.00 /ea

5. 3104 Construction Prisms (set of 3/5000sf) $212.00 /ea or

6. 3102 Mortar Compression Tests (set of 3/5000sf) $65.00 /ea

7. 3103 Grout Compression Tests (set of 3/5000sf) $82.00 /ea

8. 1302 Sample Transportation $95.00 ea
G. Structural Steel / Welding

1. 1204 Review of Welding Documents (WPS; less than 48-hour notice, 50% rush fee) $196.00 /hr

2. 2615 Material ID / Inspection of T.S. Seam Welds $124.00 /hr

3. 2602 Shop Welding Inspection $124.00 /hr

4. 2608 Shop Non-Destructive Testing (w/ NDT equipment) $126.00 /hr Shop inspection rate is based on work being perfomred in the Bay Area, in one shop and one 8-hour day shift.

5. 2601 Field Welding Inspection $124.00 /hr

6. 2608 Field Non-Destructive Testing (w/ NDT equipment) $126.00 /hr

7. 2603 High-Strength Bolt Torquing Inspection $124.00 /hr

8. 3310 Mechanical Properties of HSB w/Nut/Washer $345.00 /set

9. 3311 Mechanical Properties of End Welded Studs $160.00 /ea H. Spray-Applied Fireproofing

1. 2901 Thickness Testing of Fireproofing Material $122.00 /hr

2. 3701 Density/Unit Weight Tests (each member type/10k sf) $82.00 /ea

4. 2912 Cohesion/Adhesion Test Kit (SFRM) $56.00 /ea

3. 1302 Sample Transportation $95.00 ea
I. Glu-Lam/Truss Joists

1. 2908 Glu-Lam Fabrication Inspection Cost+10% /hr

2. 2908 Truss Joist Fabrication Inspection Cost+10% /hr ISI Proposal tg 3-14-2025 1076
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County Of Marin

SPECIAL INSPECTION AND MATERIAL TESTING SERVICES
On Call CM and Inspection Services

RATES TO PROVIDE
0 3. 2908 Open-Wb Truss Steel Tube Test Cost+10% /ea
(Services provided by non-ISI, DSA-certified inspector) J. Shear/Nailing

1. 2905 Periodic Diaphragm Roof Nailing Inspection $175.00 /hr

2. 2905 Shear Wall Nailing Inspection $175.00 /hr
K. Engineering/Project Management/Miscellaneous

1. 1103 Staff Engineer $175.00 /hr

2. 1221 Project Manager $175.00 /hr

3. 1212 Structural Affidavit $545.00 /ea

4. 1307 Travel Time (roundtrip) $90.00 /hr

5. 1305 Mileage (roundtrip) $0.670 /mi
*Based upon (GSA) POV Mileage Reimbursement Rates (current rate is $0.67 per mile)

6. Administrative Fee 10% of Total Invoice

7. Special Handling Fee ** 3% of Total Invoice
II. BASIS OF CHARGES
A. Minimum Hourly Charges:
9003 Show-up/Cancellation 2 hours
9003NS Show-up/Cancellation (Night Shift) 8 hours
Inspector/Technician services (0 - 4 hours) 4 hours
Inspector/Technician services (4 - 8 hours) 8 hours
B. Rate for Field Inspectors:

Basic Rate $ 122.00/hr
Basic Rate w/ Testing Equipment $ 126.00/hr
Overtime (over 8 hrs Monday-Friday; first 8 hrs on Saturdays) 1.5 x Basic Rate Double-time (over 12 hrs Mon-Fri; over 8 hrs on Sat; Sundays & Holidays) 2 x Basic Rate Work performed on “RUSH” schedule 1.5 x Basic Rate
Night Shift Differential (shifts starting after 2pm/before 4am) 1.125 x Basic Rate C. Expenses:
1307 Travel Time, if required $ 90.00/hr
1305 Auto Mileage, if required At Cost
1306 Per Diem (Or cost if greater than $125.00/day) $ 157.00/day 1308 Miscellaneous Expenses (Parking/Tolls/Airfare) At Cost 1314 Outside Services Cost + 10%
ISI shall include the estimated cost to prepare the Final Affidavit on its first invoice to avoid delays. Preceding the release of Final Affidavit prepared by ISI, Client must have paid in full for all services provided by ISI pursuant to this Agreement. ** Applicable when client requests Certified Payroll (CPR) uploads, special system programming/reporting, non-electronic or back-up documentation in addition to what is normally provided.

ISI Proposal tg 3-14-2025 1076
2024A-3/14/2025
1798 University Avenue, Berkeley, CA 94703-1514
T: 510.900.2100 F: 510.900.2101 Page 3 of 11
County Of Marin

SPECIAL INSPECTION AND MATERIAL TESTING SERVICES
On Call CM and Inspection Services

RATES TO PROVIDE
0 D. Time and Materials Charges:

ISI warrants that its services will be in accordance with that degree of care and skill ordinarily exercised under similar circumstances by members of its profession in the vicinity as of the date the services are performed. This warranty is exclusive and is in lieu of any other warranty or representation, expressed or implied. ISI, its officers, directors, employees, agents, affiliates and independent contractors liability pursuant to this Contract and/or for alleged negligent acts or omissions shall be limited to the sum paid by the Client to the Consultant. No action, claim or proceeding shall be maintained against ISI unless such is filed or brought within two years from the date of Substantial Completion or final payment to ISI, whichever occurs first.

It shall be Client's sole responsibility to notify ISI of any prevailing wage requirements before any services are performed for the Project. Should it be revealed subsequent to the execution of an agreement for services that this project is indeed a prevailing wage project and if ISI is thereafter mandated to comply with those requirements, there will be a 10% surcharge to the hourly rates quoted in our Proposal. Additionally, in the event notification is not given to ISI, Client shall be fully responsible for payment of all fines, penalties, and/or damages imposed upon ISI for any failure to comply with the prevailing wage laws.

Actual charges are based solely upon time spent on the job site and the required and/or requested testing and laboratory services. Invoices will be submitted on a monthly or bi-weekly basis in accordance with these rates. All invoices include a summary of work performed to date, budget balance remaining and 10% administrative fee.

Prices quoted are valid through June 30, 2025.

Technical personnel are members of the Operating Engineers (AFL-CIO) Local No. 3 and the above charges are a part of our contractual commitment. Rates are subject to an annual COLA increase of 6% adjustment on July 1st of each year to cover any increase in ISI's cost due to changes in wages, benefits, working conditions and other provisions of the Union Labor Agreement and Prevailing Wage requirements. Inspection services are charged portal to portal from dispatch location and are subject to mileage and travel. For assignments that require equipment such as nuclear gauges, hydraulic systems for proof-load testing, high-strength torque wrench etc., billing time will include picking up and dropping off the equipment at ISI's laboratory as well as round trip travel.

ISI Proposal tg 3-14-2025 1076
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1798 University Avenue, Berkeley, CA 94703-1514
T: 510.900.2100 F: 510.900.2101 Page 4 of 11

PROFESSIONAL SERVICES
1109 Expert Witness……………………………………………………….315.00 /Hr Masonry Division 1101 Principal………….………………………………………………….230.00 /Hr 2501 Masonry Block/Reinforcing/Grout Inspection………………….122.00 /Hr 1108 Geotechnical Engineer………………………………………………212.00 /Hr 2506 Brick Veneer/Exterior Façade Inspection……………………….122.00 /Hr 1102 Professional Engineer……………………………………………………..196.00 /Hr 2504 Brick Veneer Façade Testing……………………………………..175.00 /Hr 1103 Staff Engineer…………………………………………………………175.00 /Hr 2505 Masonry Sampling/Tagging……………………………………..122.00 /Hr 1221 Project Manager………………………………………………………175.00 /Hr 2503 DSA Continuous Masonry Inspection…………………………….175.00 /Hr 2112 Lead Inspector (Group 1)…………………………...………………. 126.00 /Hr 2109 Field Technician/Inspector………………………………………..122.00 /Hr Structural Steel Division 1106 Laboratory Technician……………………………………………….122.00 /Hr 2601 Field Welding Inspection (visual)…………………………………..124.00 /Hr 1104 Administrative Services…………………………………………….94.00 /Hr 2602 Shop Welding Inspection (visual)………………………………….124.00 /Hr 1314 Contract Labor……………………………………………………….Cost+10% /Ea 2603 High Strength Bolting Inspection…………………………………..124.00 /Hr 2608 NDT Ultrasonic Testing (UT)……………………………………….126.00 /Hr INSPECTION SERVICES 2609 NDT Magnetic Testing (MT)……………………………………….126.00 /Hr Oversight Inspections 2610 NDT Liquid Dye Penetrant Testing (PT)………………………..126.00 /Hr 2107 DSA - OSHPD Certified Inspector (IOR)………………………… quote /Hr 2611 Inspection of Misc. Structural Steel/Welding (visual)……………….124.00 /Hr 2108 Inspection in Hazardous Containment Area………………………225.00 /Hr 2612 Inspection of Steel Deck Welding/Shear Studs (visual)………………124.00 /Hr 2613 Witness Welding Qualification Tests………………………………..124.00 /Hr Soils/Asphalt Division 2614 Inspection of Welding of Non-Structural Elements………………124.00 /Hr 2701 Field Compaction Testing with Nuclear Gauge……………………………….126.00 /Hr 2615 Material Identification to CMTR and/or Sampling…………………124.00 /Hr 2703 Soils Observation………………………………………..................122.00 /Hr 2616 Inspection of Curtain Wall Attachment……………………………124.00 /Hr 2702 Material Sampling/Transportation…………………………………122.00 /Hr 2617 Radiographic Examination (by others)……………………………..Cost+10% /Hr 2704 Sampling of Grout for Soil Nails or Tiebacks…………………….122.00 /Hr 2618 Pile Splice Welding Inspection……………………………………..124.00 /Hr 2705 Sampling of Soil-Cement Mixture………………………………….122.00 /Hr 2620 Sampling of End-Welded Studs…………………………………..124.00 /Hr 2706 Observation of Soil Nail or Tieback Stressing……………………122.00 /Hr 2621 Sampling of High Strength Bolts (HSB)………………………….124.00 /Hr 2707 Pile/Pier Observation………………………………………………122.00 /Hr 2622 Level III UT and MT Technician…………………………………….196.00 /Hr 2708 Geotechnical Observation by Inspector…………………………..126.00 /Hr 2623 Inspection of Cold-formed Metal Framing …………………………124.00 /Hr 2709 Field Compaction Testing with Sandcone………………………..126.00 /Hr 2710 Field Compaction Testing with Rubber Balloon…………………..126.00 /Hr Fireproofing/Roof/Wood/Waterproofing Division:
2801 AC Observation/Compaction Testing……………………………..126.00 /Hr 2901 Fireproofing Density/Thickness Testing………………………….122.00 /Hr 2802 QC/QA Technician (Caltrans/FAA/NICET certified)……………………….126.00 /Hr 2906 Firestop System Inspection…………………….. 175.00 /Hr 2803 QC/QA Technician (Caltrans/FAA/NICET) 10hr-day…………………….1,650.00 /Day 2917 Roofing/Waterproofing Inspection………………………………..175.00 /Hr 2804 AC Batch Plant Inspection/Sampling…………………………….122.00 /Hr 2905 Shearwall/Diaphragm Nailing Inspection…………………………175.00 /Hr 2908 Glu-lam Shop Inspection…………………………………………..Cost+10% /Hr Concrete/Shotcrete Division 2918 Inspection of Plaster/Stucco Application/Sampling……………..122.00 /Hr 2301 Concrete Placement Inspection……………..……………………122.00 /Hr 2312 Concrete Sampling………………………………………………. 122.00 /Hr Specialty Testing Division 2311 Sampling of Lightweight Insulating Concrete……………………….122.00 /Hr 2904 Proof Load/Torque Testing………………………………………..126.00 /Hr 2308 Installation of Maturity Sensors……………………………………..122.00 /Hr 2903 Witness Dowel/Anchor Installation……………………………..122.00 /Hr 2605 NS Grout Inspection/Sampling…………………………………….124.00 /Hr 2909 Ferroscan Survey…………………………………………………..225.00 /Hr 2305 Batch Plant Inspection……………………………………………..122.00 /Hr 2920 Ground Penetrating Radar Survey (GPR)…………………………225.00 /Hr 2302 Shotcrete Placement Inspection……………………………………..122.00 /Hr 2913 Floor Flatness Survey (Dipstick, F-Meter, D-Meter)…………………………………..175.00 /Hr 2307 DSA Shotcrete Placement Inspection……………………………..175.00 /Hr 2916 Moisture Emission Testing Placement/Pick-Up…………………122.00 /Hr 2303 Witness of Rebar and Shotcrete for Pre-Construction………………122.00 /Hr 2914 Intumescent Paint Thickness Inspection………………………….126.00 /Hr 2304 Coring/Eval. of Precon Panel (3 cores, up to 6" long)………………….1,640.00 /Ea 2306 Coring Technician, One Man……………………………………….225.00 /Hr 2310 QC/QA Technician (NICET)………………………………………. 126.00 /Hr 2919 Inspection of Polymer Matrix Composite (Fibrwrap)…………….126.00 /Hr 2921 Inspection of Crack Repair Measures…………………………….122.00 /Hr Reinforcing/Strand Steel Division 2922 Ground-Resistance Testing………………………………………..225.00 /Hr 2201 Rebar Placement Inspection……………………………………….122.00 /Hr 2902 In-place Brick Mortar Shear Testing………………………………175.00 /Hr 2203 Rebar/Strand ID Sampling/Tagging…………………………… 122.00 /Hr 2915 Rebound Hammer Testing (ASTM C805)………………………… 225.00 /Hr 2204 Rebar/Strand ID Sampling…………………………… 122.00 /Hr 2202 Verification of Rebar Placement with Pachometer……………….225.00 /Hr 2205 Rebar/Strand Tagging…………………………… 122.00 /Hr 9005 Epoxy Injection Inspection……………………………………….122.00 /Hr 2402 PT Strand Stressing Inspection………………………………….122.00 /Hr 2927 QC/QA Manager……………………………………………… 175.00 /Hr 2403 Prepare Stressing Records (Loads/Elong/Lockoff)………………………..122.00 /Hr 2404 Anchor Pocket Grouting after Stressing………………………..122.00 /Hr

PROFESSIONAL SERVICES
n A 10% Administrative Fee will be added to each invoice total. Invoices requiring certified payroll uploads, or other special handling and/or backup documentation will incur an additional 3% fee added to invoice total.

ISI Fee Schedule
2024A-3/14/2025
1798 University Avenue, Berkeley, CA 94703-1514
T: 510.900.2100 F:510.900.2101 Page 9 of 11
Aggregate and Soils Mechanics Asphaltic Concrete (cont.) 3401 Sieve Fine/Coarse Aggregates ASTM C136/CT 202………………. . . . . . . 130.00 /Ea 3608 Recommending Optimum Bitumen Content CT 367………………………..2,950.00 /Ea 3402 Materials Finer than # 200 Sieve by Washing ASTM C117………………………120.00 /Ea 3609 Optimum Bitumen Content of Open Grade CT 368………………850.00 /Ea 3403 Gradation ASTM C117 and C136…………………………………………………...225.00 /Ea 3610 QC Plan for Caltrans QC/QA projects…………………………..1,800.00 /Ea 3404 Sp. Gravity/Absorption of Coarse Agg ASTM C128/CT 206……….…………105.00 /Ea 3611 Tensile Strength Ratio ASTM D4867………………………………………1,545.00 /Ea 3405 Specific Gravity/Absorption of Fine Agg ASTM C128/CT 207…….………..145.00 /Ea 3612 Marshall Compacted Sample (set of 3) ASTM D1559………………….310.00 /Set 3407 Bulk Density (Unit Weight) and Voids of Agg ASTM C29……………..130.00 /Ea 3613 Marshall Stability and Flow, Air Voids ASTM D1559, D3203……………………..130.00 /Ea 3413 Clay Lumps and Friable Particles in Agg ASTM C142………………….82.00 /Ea 3614 Bulk Specific Gravity of Core Sample ASTM D2726…….…………….88.00 /Ea 3414 Cleanness Value of Coarse Agg CT 227…………….…………….205.00 /Ea 3615 Theoretical Max Specific Gravity (Rice) ASTM D2041………………155.00 /Ea 3416 Aggregate Durability Index ASTM D3744/CT 229…………………………….…..390.00 /Ea 3616 Sieve Analysis of Extracted Aggregate ASTM D5444………………………210.00 /Ea 3417 Percent Crushed Particles ASTM D5821/CT 205…………………………….…..260.00 /Ea 3617 Marshall Mix Design……………………………………………….2,950.00 /Ea 3418 Fine Aggregate Angularity ASTM C1252/CT 234…………………………….…..145.00 /Ea 3618 Bulk Specific Gravity of Compacted Samples ASTM D1188…………………………130.00 /Ea 3450 Materials Finer than No. 200 Sieve ASTM D1140…………………….…115.00 /Ea 3619 Swell of Bituminous Mixtures CT 305………………………………160.00 /Ea 3451 Liquid Limit, Plastic Limit and PI ASTM D4318/CT 204………….…………….205.00 /Ea 3620 Moisture Vapor Susceptibility of Mixture CT 307………….………….285.00 /Ea 3452 Particle Size Analysis of Soils ASTM D422………………………….….210.00 /Ea 3621 Centrifuge Kerosene Equivalent and ABR CT 303………………………240.00 /Ea 3453 Hydrometer Analysis, incl Sp. Gravity ASTM D422………………….…475.00 /Ea 3622 Lab Test Maximum Density CT 375………………………………505.00 /Set 3454 Soil Classification ASTM D422, D1140, D4318………………………………………..….505.00 /Ea 3455 Specific Gravity of Soils ASTM D854/CT 209………………………………..……210.00 /Ea Concrete/Shotcrete Products 3456 Moisture Content of Soil/Agg ASTM D2216/C566/CT 266…………………..….45.00 /Ea 3101 Compression Test 4"x8" Cylinder ASTM C39……………………………….....65.00 /Ea 3457 Moisture Content & Density of Soil from Borings…………… 60.00 /Ea 3105 Compression Test: Shotcrete/Concrete Core ASTM C42……………………120.00 /Ea 3458 Sand Equivalent for Soils/Fines ASTM D2419/CT 217………………………..…175.00 /Ea 3106 Unit Weight of Freshly-Mixed Concrete ASTM C138………………………..62.00 /Ea 3459 Lab Compaction (Standard) A/B (4"Mold) ASTM D698…………..……. 310.00 /Ea 3107 Density, Absorption, Voids in Hard Concrete ASTM C642………………..98.00 /Ea 3460 Lab Compaction (Standard) C (6"Mold) ASTM D698……………..…... 370.00 /Ea 3108 Concrete Trial Batch (IBC or CCR Title 24, per W/c Ratio)……………………………..2,250.00 /Ea 3461 Lab Compaction (Modified) A/B (4" Mold) ASTM D1557……………..… 310.00 /Ea 3120 Modulus of Elasticity of Concrete ASTM C469…………………………………..285.00 /Ea 3462 Lab Compaction (Modified) C (6" Mold) ASTM D1557………………..… 370.00 /Ea 3121 Compression Test of Samples not Taken by ISI…………………..82.00 /Ea 3463 Oversize Correction for Lab Compaction ASTM D4718……………..…………82.00 /Ea 3124 Drying Shrinkage of Concrete Beams ASTM C157 set of 3…………………..560.00 /Set 3464 Unconfined Comp. Strength inc. MD ASTM D2166/CT 221…..………………..170.00 /Ea 3125 Concrete Splitting Tensile Strength ASTM C496……………………….98.00 /Ea 3465 Density/Unit Weight by Sand Cone Method ASTM D1556…………..…52.00 /Ea 3126 Unit Weight of Controlled Density Material………………………..78.00 /Ea 3466 R-Value of Compacted Soils w/no Addt ASTM D2844/CT 301…………………………..…..555.00 /Ea 3128 Flexural Strength of Concrete ASTM C78/CT 523…………………………….145.00 /Ea 3467 California Impact Test Max Wet Density CT 216………………….425.00 /Ea 3131 Compressive Strength: Insulating Concrete ASTM C495………………78.00 /Ea 3468 Maximum Index Density on Vibratory Table ASTM D4253…………..….415.00 /Ea 3132 Density of Lightweight Concrete ASTM C567……………………………………..120.00 /Ea 3469 Organic Impurities in Fine Aggregate ASTM C140………………..…….72.00 /Ea 3133 Creep of Concrete (per month) ASTM C512………………………………………..310.00 /Ea 3470 California Bearing Ration (CBR), 3 points ASTM D1883……………..….900.00 /Ea 3134 Flexural Toughness (FRC) Beams ASTM C1018………………………………..310.00 /Ea 3471 LA Abrasion Resistance ASTM C131…………………………………..290.00 /Ea 3135 Flexural Toughness (FRC) Round Panels ASTM C1550……………………..396.00 /Ea 3472 Aggregate Soundness Sodium Sulfate ASTM C88/CT214…………….155.00 /Ea 3129 Calibration of Concrete w/ Maturity System (17 cylinders)……………….1,550.00 /Set 3473 Expansion Index…………………………………………….. 165.00 /Ea 3130 Petrographic Analysis (by others)………………………………….Cost+10% /Hr 3474 R-Value of Compacted Soils w/Field Addt ASTM D2844/CT 301…………………………..…..600.00 /Ea 3140 Compression Test 6"x12" Cylinder ASTM C39……………………………….....88.00 /Ea 3475 R-Value of Compacted Soils w/Lab Addt ASTM D2844/CT301………………..…….690.00 /Ea 2911 Concret Moisture Vapor Emission Kit ASTM F1869……………………………..56.00 /Ea 3476 California Bearing Ratio (CBR) no curve ASTM D1883………………..…….555.00 /Ea 2923 Concrete In-Situ Relative Humidity ASTM F2170 Add to hrly……………..56.00 /Ea 3477 Flat & Elongated Particles ASTM D4791………………..………………….240.00 /Ea 2924 pH Value Determination Add to hrly rate……………………………………………….17.00 /Ea 3478 CTB Compressive Strength (Field Mixed ASTM D1633/D559) 155.00 /Ea 2309 Concrete Maturity Sensors………………………………………….85.00 /Ea Asphaltic Concrete Products Fireproofing/Roof/Wood/Waterproofing Products 3601 Moisture Content of Asphalt Mixture CT 370…………………….. 82.00 /Ea 3701 Density of Spray Applied Fireproofing UBC 7-6……………………………….82.00 /Ea 3602 Bulk Specific Gravity of Bituminous Mixture CT 308……………….95.00 /Ea 2912 Cohesion/Adhesion Test Kit (SFRM)…………………………... ……….56.00 /Ea 3603 Theoretical Maximum Sp. Gravity and Density CT 109………………………150.00 /Ea 3702 Compression Test: Plaster Cylinder/Cube ASTM C472…………….82.00 /Ea 3604 Asphalt Content by Vacuum Extraction ASTM D2172/CT 362…………………….135.00 /Ea 3703 Density of Plaster Cylinder or Cube ASTM C472………………………………82.00 /Ea 3605 Asphalt Content by Ignition Method ASTM D6307/CT 382………………………230.00 /Ea 3704 Bond Strength of Tile ASTM C482……………………………………………………….440.00 /Set 3606 Asphalt Content by Nuclear Method ASTM D4125/CT 379……………………….115.00 /Ea 3705 Tensile Test of Polymer Material (Fibrwrap) ASTM D3039……………….775.00 /Set 3607 Stabilometer Value ASTM D1560/CT 366………………………………………..180.00 /Ea 3708 Tensile Test of FRP (delivered by others for testing) ASTM D3039……………….660.00 /Set 3709 Calibration of Torque Wrench (20-200 ft-lbf) 80.00 /Ea

LABORATORY SERVICES
ISI Fee Schedule
2024A-3/14/2025
1798 University Avenue, Berkeley, CA 94703-1514
T: 510.900.2100 F:510.900.2101 Page 10 of 11
Masonry Products Engineering Review/Miscellaneous Items 3109 Drying Shrinkage of CMU Units ASTM C426…………………………………….258.00 /Ea 1201 Concrete Mix Design Review UBC or CCR Title 24………………………………....225.00 /Ea 3110 CMU Shrinkage, Absorption, Moisture, Unit Wt. ASTM C140………………..1,410.00 /Set 1202 Shotcrete Mix Design Review UBC or CCR Title 24……………………………....225.00 /Ea 3123 CMU Core Shear Test CCR Title 24, per side…………………………………………..120.00 /Ea 1203 Grout Mix Design Review UBC or CCR Title 24……………………………………….225.00 /Ea 3136 Compression Test 2"x2" Cube ASTM C109……………………………82.00 /Ea 1204 Review of Welding Documents (WPS)………………………………196.00 /Hr 3102 Compression Test 2"x4" Mortar or Grout ASTM C39………………..65.00 /Ea 1205 Review of Documents ………………...…………………………….196.00 /Hr 3103 Compression Test 4"x4" Grout Prism ASTM C39………………………82.00 /Ea 1206 Jobsite Meetings/Supervision……………………………………….175.00 /Hr 3104 Compression Test Masonry Prism ASTM C1314……………………….212.00 /Ea 1210 Final Inspection Affidavit UBC 1701, up to 3 visits…………………………………….305.00 /Ea 3137 Compression Test Masonry Block ASTM C140……………………….135.00 /Ea 1211 Final Inspection Affidavit UBC 1701, up to 10 visits……………………………………..425.00 /Ea 1212 Final Inspection Affidavit UBC 1701, up to 25 visits…………………………………….545.00 /Ea Reinforcing Steel Products 1213 Final Inspection Affidavit UBC 1701, up to 100 visits………………………………….910.00 /Ea 3201 Tensile and Bend #3 to #8 ASTM A370………………………………..145.00 /Ea 1214 Final Inspection Affidavit UBC 1701, more than 100 visits…………………………1,210.00 /Ea 3202 Tensile and Bend #9 to #11 ASTM A370………………………………195.00 /Ea 1215 Laboratory Final Verified Report DSA or OSHPD………………………………….340.00 /Ea 3203 Tensile and Bend #14 and #18 ASTM A370…………………………..1,030.00 /Ea 1216 Geotechnical Final Verified Report DSA or OSHPD……………………………..655.00 /Ea 3204 Slip Test of Mechanical Splice CT 670……………………………………125.00 /Ea 1217 QC/QA Engineering Consulting Services…………………………..196.00 /Hr 3205 PT Strand Breaking Strength………………………………………………..360.00 /Ea 1218 Pavement Design/ Consulting………………………………………..212.00 /Hr 3206 PT Strand Yield/Breaking Strength/Elongation………………………410.00 /Ea 1219 Soil Compaction Test Review (by Geotechnical Engineer)………………………………………….212.00 /Hr 3207 Tensile Test of Coupled Rebar…………………………………. 195.00 /Ea 1220 Asphalt Mix Design Review………………………………………….225.00 /Ea 3208 Tensile Test of Welded Rebar………………………………………195.00 /Ea 2001 Destructive Exposure of Rebar………………………………………225.00 /Hr 2002 Destructive Sampling of Rebar……………………………………..225.00 /Hr Structural Steel/Welding Products 2003 Destructive Sampling of Concrete………………………………….225.00 /Hr 3301 Rockwell Hardness ASTM A370, E18……………………………………………………….78.00 /Ea 2004 Patching of Exposed Sample Areas w/ HS Grout…………………175.00 /Hr 3302 Charpy Impact 45 deg. V (to 100F) ASTM A370, E23…………………………..410.00 /Ea 3303 Macroetch Examination Welded Test Joints AWS D1.1, 1.4…………….225.00 /Ea Travel, Mileage, Transportation Expenses 3304 Reduced Section Tensile ASTM A370………………………………....140.00 /Ea 1301 Courier/Transportation……………………………………………...90.00 /Hr 3305 Guided Bends; side, root, or face AWS D1.1………………………..42.00 /Ea 1305 Mileage…………………………………………………………………0.670 /Mile 3306 All Weld Metal Tensile AWS D1.1………………………………………………………..140.00 /Ea 1306 Per Diem (or at cost if higher)……………………………………….. 157.00 /Day 3307 Tensile Test of Miscellaneous Steel ASTM A370………………………………..140.00 /Ea 1307 Travel Time ……………………………………………………………90.00 /Hr 3308 Tensile and Bend Test of Miscellaneous Steel ASTM A370……………..170.00 /Ea 1308 Parking………………………………………………………………..cost /Ea 3310 Mechanical Properties of HSB w/ nuts/Washers………………….345.00 /Set 1309 Bridge Tolls…………………………………………………………..cost /Ea 3311 Mechanical Properties of End-Welded Studs ASTM A370……………160.00 /Ea 1310 Car Rental…………………………………………………………..cost /Ea 3312 Mechanical Properties of Nut Only……………………………………180.00 /Ea 1311 Airfare………………………………………………………………….cost /Ea 3313 Mechanical Properties of Bolt Only……………………………………….130.00 /Ea 1312 Equipment Rental…………………………………………………….Cost+10% /Ea 3314 Mechanical Properties of Washer Only………………………………130.00 /Ea 1313 Mobilization……………………………………………………………122.00 /Hr 2604 Calibration of Torque Wrench for HSB……………………………..276.00 /Set 1314 Outside Services (Subconsultants/Subcontractors)………………… Cost+10% /Ea 2619 Welder Qualification Test Record (Excluding Lab Tests)…………………………..124.00 /Hr ISI Fee Schedule
2024A-3/14/2025
1798 University Avenue, Berkeley, CA 94703-1514
T: 510.900.2100 F:510.900.2101 Page 11 of 11
Aggregate and Soils Mechanics Asphaltic Concrete (cont.) 3401 Sieve Fine/Coarse Aggregates ASTM C136/CT 202………………. . . . . . . 130.00 /Ea 3608 Recommending Optimum Bitumen Content CT 367………………………..2,950.00 /Ea 3402 Materials Finer than # 200 Sieve by Washing ASTM C117………………………120.00 /Ea 3609 Optimum Bitumen Content of Open Grade CT 368………………850.00 /Ea 3403 Gradation ASTM C117 and C136…………………………………………………...225.00 /Ea 3610 QC Plan for Caltrans QC/QA projects…………………………..1,800.00 /Ea 3404 Sp. Gravity/Absorption of Coarse Agg ASTM C128/CT 206……….…………105.00 /Ea 3611 Tensile Strength Ratio ASTM D4867………………………………………1,545.00 /Ea 3405 Specific Gravity/Absorption of Fine Agg ASTM C128/CT 207…….………..145.00 /Ea 3612 Marshall Compacted Sample (set of 3) ASTM D1559………………….310.00 /Set 3407 Bulk Density (Unit Weight) and Voids of Agg ASTM C29……………..130.00 /Ea 3613 Marshall Stability and Flow, Air Voids ASTM D1559, D3203……………………..130.00 /Ea 3413 Clay Lumps and Friable Particles in Agg ASTM C142………………….82.00 /Ea 3614 Bulk Specific Gravity of Core Sample ASTM D2726…….…………….88.00 /Ea 3414 Cleanness Value of Coarse Agg CT 227…………….…………….205.00 /Ea 3615 Theoretical Max Specific Gravity (Rice) ASTM D2041………………155.00 /Ea 3416 Aggregate Durability Index ASTM D3744/CT 229…………………………….…..390.00 /Ea 3616 Sieve Analysis of Extracted Aggregate ASTM D5444………………………210.00 /Ea 3417 Percent Crushed Particles ASTM D5821/CT 205…………………………….…..260.00 /Ea 3617 Marshall Mix Design……………………………………………….2,950.00 /Ea 3418 Fine Aggregate Angularity ASTM C1252/CT 234…………………………….…..145.00 /Ea 3618 Bulk Specific Gravity of Compacted Samples ASTM D1188…………………………130.00 /Ea 3450 Materials Finer than No. 200 Sieve ASTM D1140…………………….…115.00 /Ea 3619 Swell of Bituminous Mixtures CT 305………………………………160.00 /Ea 3451 Liquid Limit, Plastic Limit and PI ASTM D4318/CT 204………….…………….205.00 /Ea 3620 Moisture Vapor Susceptibility of Mixture CT 307………….………….285.00 /Ea 3452 Particle Size Analysis of Soils ASTM D422………………………….….210.00 /Ea 3621 Centrifuge Kerosene Equivalent and ABR CT 303………………………240.00 /Ea 3453 Hydrometer Analysis, incl Sp. Gravity ASTM D422………………….…475.00 /Ea 3622 Lab Test Maximum Density CT 375………………………………505.00 /Set 3454 Soil Classification ASTM D422, D1140, D4318………………………………………..….505.00 /Ea 3455 Specific Gravity of Soils ASTM D854/CT 209………………………………..……210.00 /Ea Concrete/Shotcrete Products 3456 Moisture Content of Soil/Agg ASTM D2216/C566/CT 266…………………..….45.00 /Ea 3101 Compression Test 4"x8" Cylinder ASTM C39……………………………….....65.00 /Ea 3457 Moisture Content & Density of Soil from Borings…………… 60.00 /Ea 3105 Compression Test: Shotcrete/Concrete Core ASTM C42……………………120.00 /Ea 3458 Sand Equivalent for Soils/Fines ASTM D2419/CT 217………………………..…175.00 /Ea 3106 Unit Weight of Freshly-Mixed Concrete ASTM C138………………………..62.00 /Ea 3459 Lab Compaction (Standard) A/B (4"Mold) ASTM D698…………..……. 310.00 /Ea 3107 Density, Absorption, Voids in Hard Concrete ASTM C642………………..98.00 /Ea 3460 Lab Compaction (Standard) C (6"Mold) ASTM D698……………..…... 370.00 /Ea 3108 Concrete Trial Batch (IBC or CCR Title 24, per W/c Ratio)……………………………..2,250.00 /Ea 3461 Lab Compaction (Modified) A/B (4" Mold) ASTM D1557……………..… 310.00 /Ea 3120 Modulus of Elasticity of Concrete ASTM C469…………………………………..285.00 /Ea 3462 Lab Compaction (Modified) C (6" Mold) ASTM D1557………………..… 370.00 /Ea 3121 Compression Test of Samples not Taken by ISI…………………..82.00 /Ea 3463 Oversize Correction for Lab Compaction ASTM D4718……………..…………82.00 /Ea 3124 Drying Shrinkage of Concrete Beams ASTM C157 set of 3…………………..560.00 /Set 3464 Unconfined Comp. Strength inc. MD ASTM D2166/CT 221…..………………..170.00 /Ea 3125 Concrete Splitting Tensile Strength ASTM C496……………………….98.00 /Ea 3465 Density/Unit Weight by Sand Cone Method ASTM D1556…………..…52.00 /Ea 3126 Unit Weight of Controlled Density Material………………………..78.00 /Ea 3466 R-Value of Compacted Soils w/no Addt ASTM D2844/CT 301…………………………..…..555.00 /Ea 3128 Flexural Strength of Concrete ASTM C78/CT 523…………………………….145.00 /Ea 3467 California Impact Test Max Wet Density CT 216………………….425.00 /Ea 3131 Compressive Strength: Insulating Concrete ASTM C495………………78.00 /Ea 3468 Maximum Index Density on Vibratory Table ASTM D4253…………..….415.00 /Ea 3132 Density of Lightweight Concrete ASTM C567……………………………………..120.00 /Ea 3469 Organic Impurities in Fine Aggregate ASTM C140………………..…….72.00 /Ea 3133 Creep of Concrete (per month) ASTM C512………………………………………..310.00 /Ea 3470 California Bearing Ration (CBR), 3 points ASTM D1883……………..….900.00 /Ea 3134 Flexural Toughness (FRC) Beams ASTM C1018………………………………..310.00 /Ea 3471 LA Abrasion Resistance ASTM C131…………………………………..290.00 /Ea 3135 Flexural Toughness (FRC) Round Panels ASTM C1550……………………..396.00 /Ea 3472 Aggregate Soundness Sodium Sulfate ASTM C88/CT214…………….155.00 /Ea 3129 Calibration of Concrete w/ Maturity System (17 cylinders)……………….1,550.00 /Set 3473 Expansion Index…………………………………………….. 165.00 /Ea 3130 Petrographic Analysis (by others)………………………………….Cost+10% /Hr 3474 R-Value of Compacted Soils w/Field Addt ASTM D2844/CT 301…………………………..…..600.00 /Ea 3140 Compression Test 6"x12" Cylinder ASTM C39……………………………….....88.00 /Ea 3475 R-Value of Compacted Soils w/Lab Addt ASTM D2844/CT301………………..…….690.00 /Ea 2911 Concret Moisture Vapor Emission Kit ASTM F1869……………………………..56.00 /Ea 3476 California Bearing Ratio (CBR) no curve ASTM D1883………………..…….555.00 /Ea 2923 Concrete In-Situ Relative Humidity ASTM F2170 Add to hrly……………..56.00 /Ea 3477 Flat & Elongated Particles ASTM D4791………………..………………….240.00 /Ea 2924 pH Value Determination Add to hrly rate……………………………………………….17.00 /Ea 3478 CTB Compressive Strength (Field Mixed ASTM D1633/D559) 155.00 /Ea 2309 Concrete Maturity Sensors………………………………………….85.00 /Ea Asphaltic Concrete Products Fireproofing/Roof/Wood/Waterproofing Products 3601 Moisture Content of Asphalt Mixture CT 370…………………….. 82.00 /Ea 3701 Density of Spray Applied Fireproofing UBC 7-6……………………………….82.00 /Ea 3602 Bulk Specific Gravity of Bituminous Mixture CT 308……………….95.00 /Ea 2912 Cohesion/Adhesion Test Kit (SFRM)…………………………... ……….56.00 /Ea 3603 Theoretical Maximum Sp. Gravity and Density CT 109………………………150.00 /Ea 3702 Compression Test: Plaster Cylinder/Cube ASTM C472…………….82.00 /Ea 3604 Asphalt Content by Vacuum Extraction ASTM D2172/CT 362…………………….135.00 /Ea 3703 Density of Plaster Cylinder or Cube ASTM C472………………………………82.00 /Ea 3605 Asphalt Content by Ignition Method ASTM D6307/CT 382………………………230.00 /Ea 3704 Bond Strength of Tile ASTM C482……………………………………………………….440.00 /Set 3606 Asphalt Content by Nuclear Method ASTM D4125/CT 379……………………….115.00 /Ea 3705 Tensile Test of Polymer Material (Fibrwrap) ASTM D3039……………….775.00 /Set 3607 Stabilometer Value ASTM D1560/CT 366………………………………………..180.00 /Ea 3708 Tensile Test of FRP (delivered by others for testing) ASTM D3039……………….660.00 /Set 3709 Calibration of Torque Wrench (20-200 ft-lbf) 80.00 /Ea

95.00$ 115.00$ 261.20$ 316.19$ 274.26$ 332.00$ 287.97$ 348.60$ 302.37$ 366.03$

80.00$ 110.00$ 219.96$ 302.44$ 230.95$ 317.56$ 242.50$ 333.44$ 254.63$ 350.11$

60.00$ 95.00$ 164.97$ 261.20$ 173.22$ 274.26$ 181.88$ 287.97$ 190.97$ 302.37$

80.00$ 100.00$ 219.96$ 274.95$ 230.95$ 288.69$ 242.50$ 303.13$ 254.63$ 318.28$

70.00$ 90.00$ 192.46$ 247.45$ 202.08$ 259.82$ 212.19$ 272.81$ 222.80$ 286.45$

72.50$ 92.50$ 199.34$ 254.32$ 209.30$ 267.04$ 219.77$ 280.39$ 230.76$ 294.41$

50.00$ 80.00$ 137.47$ 219.96$ 144.35$ 230.95$ 151.56$ 242.50$ 159.14$ 254.63$

30.00$ 50.00$ 82.48$ 137.47$ 86.61$ 144.35$ 90.94$ 151.56$ 95.48$ 159.14$

70.00$ 95.00$ 192.46$ 261.20$ 202.08$ 274.26$ 212.19$ 287.97$ 222.80$ 302.37$

65.00$ 90.00$ 178.71$ 247.45$ 187.65$ 259.82$ 197.03$ 272.81$ 206.88$ 286.45$

20.00$ 50.00$ 54.99$ 137.47$ 57.74$ 144.35$ 60.63$ 151.56$ 63.66$ 159.14$

90.00$ 110.00$ 247.45$ 302.44$ 259.82$ 317.56$ 272.81$ 333.44$ 286.45$ 350.11$

80.00$ 100.00$ 219.96$ 274.95$ 230.95$ 288.69$ 242.50$ 303.13$ 254.63$ 318.28$

65.00$ 85.00$ 178.71$ 233.70$ 187.65$ 245.39$ 197.03$ 257.66$ 206.88$ 270.54$

40.00$ 70.00$ 109.98$ 192.46$ 115.48$ 202.08$ 121.25$ 212.19$ 127.31$ 222.80$

77.00$ 97.00$ 211.71$ 266.70$ 222.29$ 280.03$ 233.41$ 294.03$ 245.08$ 308.73$

40.00$ 60.00$ 109.98$ 164.97$ 115.48$ 173.22$ 121.25$ 181.88$ 127.31$ 190.97$

70.00$ 90.00$ 192.46$ 247.45$ 202.08$ 259.82$ 212.19$ 272.81$ 222.80$ 286.45$

30.00$ 50.00$ 82.48$ 137.47$ 86.61$ 144.35$ 90.94$ 151.56$ 95.48$ 159.14$

55.00$ 75.00$ 151.22$ 206.21$ 158.78$ 216.52$ 166.72$ 227.35$ 175.06$ 238.71$ • Reimbursement for per diem and mileage expenses shall be per the current federal reimbursement rate. • Cost of normal survey stakes and other field supplies are included in the above rates. • Special monuments, iron stakes, etc. will be charged at cost. • Outside reproductions, services, and consultants will be charged at cost plus 10%. • Per prevailing wage, a shift differential of 12.5% applies for any covered work shift beginning after 2PM. • Yearly prevailing wage anticipates a 5% escalation, however increases in DIR rate determinations will be charged accordingly. • Overtime rate will be billed at 1.5 times the hourly rate for non-exempt employees Construction Inspector (Group 1 Non-Prevailing Wage)
Construction Inspector (Group 2 Non-Prevailing Wage)
Principal Land Surveyor
Chainman/Rodman (Non-Prevailing Wage)
Draftsman/Survey Technician
Drone Pilot/Technician
Chainman/Rodman (Prevailing Wage)
Staff Land Surveyor
Party Chief (Non-Prevailing Wage)

FULLY LOADED HOURLY
RATE RANGE 2028
Resident Engineer

CLASSIFICATION
Construction Manager

FULLY LOADED HOURLY
RATE RANGE 2026

FULLY LOADED HOURLY
RATE RANGE 2027
Senior Land Surveyor
Party Chief (Prevailing Wage)

RATE SCHEDULE
Program Manager
Structures Representative
Senior Resident Engineer
Principal in Charge
Survey Manager
Clerical
UNICO Engineering, Inc.
2025-2028
Construction Inspector (Group 1 Prevailing Wage)
Construction Inspector (Group 2 Prevailing Wage)
Assistant Resident Engineer
Office Engineering/Document Control

DIRECT LABOR HOURLY

RATE RANGE

FULLY LOADED HOURLY
RATE RANGE 2025
Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT C

AUTHORIZED REPRESENTATIVES AND NOTICES

1. All required written notices shall be delivered: (i) by hand; or (ii) sent by registered, express, or certified mail, with return receipt requested or with delivery confirmation requested from the U.S. postal service; or (iii) sent by overnight or same day courier service at the party’s respective address listed in this Section.

2. Each notice shall be deemed to have been received on the earlier to occur of:
actual delivery or the date on which delivery is refused; or three (3) days after notice is deposited in the U.S. mail or with a courier service in the manner described above (Sundays and City holidays excepted).

3. Either party may, at any time, change its notice address (other than to a post office box address) by giving the other party three (3) days prior written notice of the new address.

4. All notices, demands, requests, or approvals from Contractor to the City shall be addressed to the City at:

City of Richmond
450 Civic Center Plaza
Richmond, CA 94804
Email: ________________________________________________

5. All notices, demands, requests, or approvals from the City to Contractor shall be addressed to Contractor at:

Attn:

Email: ________________________________________________ Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT D

GENERAL CONDITIONS

1. INDEPENDENT PARTIES:

Contractor hereby declares that Contractor is engaged as an independent business and Contractor agrees to perform the services as an independent contractor.

The manner and means of conducting the services and tasks are under the control of Contractor except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment will be acquired by virtue of Contractor’s services. None of the benefits provided by the City to its employees, including but not limited to unemployment insurance, workers’ compensation plans, vacation and sick leave, are available from the City to Contractor, its employees or agents. Deductions shall not be made for any state or federal taxes, FICA payments, PERS payments, or other purposes normally associated with an employer-employee relationship from any compensation due to Contractor. Payments of the above items, if required, are the responsibility of Contractor.

2. TIME IS OF THE ESSENCE:

Contractor and the City agree that time is of the essence regarding the performance of this Contract.

3. STANDARD OF CARE:

Contractor agrees to perform all services hereunder in a manner commensurate with the prevailing standards of like professionals or service Contractors, as applicable, in the San Francisco Bay Area and agrees that all services shall be performed by qualified and experienced personnel who are not employed by the City.

4. IMMIGRATION REFORM AND CONTROL ACT (IRCA):

Contractor assumes all responsibility for verifying the identity and employment authorization of all of its employees performing work hereunder, pursuant to all applicable IRCA or other federal, or state rules and regulations. Contractor shall indemnify, defend, and hold the City harmless from and against any loss, damage, liability, costs or expenses arising from any noncompliance of this provision by Contractor.

5. NON-DISCRIMINATION:

Consistent with the City’s policy and state and federal law that harassment and discrimination are unacceptable conduct, Contractor and its employees, contractors, and agents shall not harass or discriminate against any job applicant, City employee, or any other person on the basis of any kind of any statutorily (federal, state or local) protected class, including but not limited to: race, religious creed, color, national origin, ancestry, Contract No: ________ For the Contract between the City of Richmond and
_____________________________
disability (both mental and physical) including HIV and AIDS, medical condition (e.g. cancer), genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, pregnancy, political affiliation, military and veteran status or legitimate union activities. Contractor agrees that any violation of this provision shall constitute a material breach of this Contract.

6. CITY PROPERTY:
a. Each and every report, draft, work product, map, record, applicable plans, drawings, calculation, data, specification, video, graphic, or any other material or document produced, prepared or caused to be prepared by Contractor pursuant to or in connection with this Contract shall be the exclusive property of the City.

b. Notwithstanding the foregoing, Contractor shall not be obligated to provide to City proprietary software or data which Contractor has developed or had developed for Contractor's own use; provided, however, that Contractor shall, pursuant to Section 11 below, indemnify, defend and hold the City harmless from and against any discovery or Public Records Act request seeking the disclosure of such proprietary software or data.

c. No report, information or other data given to or prepared or assembled by Contractor pursuant to this Contract shall be made available to any individual or organization by Contractor without prior approval of the City Manager or their designee.

d. Contractor shall, at such time and in such form as City Manager or their designee may require, furnish reports concerning the status of services and tasks required under this Contract.

7. RECORDS:

a. Contractor shall maintain complete and accurate records with respect to the services, tasks, work, documents and data in sufficient detail to permit an evaluation of Contractor’s performance under the Contract, as well as maintain books and records related to sales, costs, expenses, receipts and other such information required by the City that relate to the performance of the services and tasks under this Contract (collectively the “Records”).

b. All Records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. Contractor shall provide free access to the Records to the representatives of the City or its designees during regular business hours upon reasonable prior notice. The City has the right to examine and audit the Records, and to make copies or transcripts therefrom as necessary, and to allow inspection of all proceedings and activities related to this Contract. Such Records, together with supporting documents, shall be kept separate from other documents and records and shall be maintained by Contractor for a period of five (5) years after receipt of final payment.

Contract No: ________ For the Contract between the City of Richmond and
_____________________________
c. If supplemental examination or audit of the Records is necessary due to concerns raised by the City’s preliminary examination or audit of records, and the City’s supplemental examination or audit of the records discloses a failure to adhere to appropriate internal financial controls, or other breach of this Contract or failure to act in good faith, then Contractor shall reimburse the City for all reasonable costs and expenses associated with the supplemental examination or audit.

8. PERMITS AND LICENSES:

Contractor, at its sole expense, shall obtain and maintain during the term of this Contract, all appropriate permits, certificates and licenses, including a City business license, required in connection with the performance of the services and tasks hereunder.

The failure to obtain such permits and licenses shall be a material breach of this Contract and grounds for immediate termination by City; provided, however, that City may waive the business license requirement in writing under unusual or extraordinary circumstances without necessitating any modification of this Contract to reflect such waiver.

9. TERMINATION:

a. Termination Without Default. Notwithstanding any provision herein to the contrary, the City may, in its sole and absolute discretion and without cause, terminate this Contract at any time prior to completion by Contractor of the project or services hereunder immediately upon transmission of written notice to Contractor as provided in Exhibit C “Authorized Representatives and Notices”.

b. Termination in the Event of Default. Should Contractor fail to perform any of its obligations hereunder, within the time and in the manner provided or otherwise violate any of the terms of this Contract, City may immediately terminate this Contract by giving written notice of such termination, stating the reasons for such termination. Contractor shall be compensated as provided in Exhibit B; provided, however, there shall be deducted from such amount the amount of damage, including attorney's fees, expert witness fees and costs, if any, sustained by City by virtue of Contractor's breach of this Contract. Additionally, in the event of such termination, the City may proceed with the work in any reasonable manner it chooses.

10. CONFLICT OF INTEREST:

Contractor acknowledges, represents and warrants that Contractor shall avoid all conflicts of interest (as defined under any federal, state or local statute, rule or regulation, or at common law) with respect to this Contract. Contractor further acknowledges, represents and warrants that no City official or employee has any economic interest, as defined in Title 2, California Code of Regulations §§ 18703.1 through 18703.5, with Contractor that would invalidate this Contract. Contractor acknowledges that in the event that Contractor shall be found by any judicial or administrative body to have any conflict of interest (as defined above) with respect to this Contract, all consideration received under Contract No: ________ For the Contract between the City of Richmond and
_____________________________
this Contract shall be forfeited and returned to City forthwith. This provision shall survive the termination of this Contract for one (1) year.

11. HOLD HARMLESS:

a. To the fullest extent permitted by law, Contractor shall indemnify, defend (with counsel acceptable to the City) and hold harmless the City, its City Council, boards, commissions, officials, employees, agents and volunteers (“Indemnitees”) from and against any and all loss, damages, liability, obligations, claims, suits, judgments, costs and expenses whatsoever, including attorney’s fees and costs of litigation (“Claims”), arising from or in any manner connected to Contractor’s performance of its obligations under this Contract or failure to comply with any of its obligations under this Contract or out of the operations conducted by Contractor even if the City is found to have been negligent. If the Claims filed against Indemnitees allege negligence, recklessness or willful misconduct on the part of Contractor, Contractor shall have no right of reimbursement against Indemnitees for the costs of defense even if negligence, recklessness or willful misconduct is not found on the part of Contractor. Contractor shall not have any obligations to indemnify Indemnitees if the loss or damage is found to have resulted solely from the negligence or the willful misconduct of the City. The defense and indemnification obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract.

b. This indemnification obligation shall survive this Contract and shall not be limited by any term of any insurance policy required under this Contract; provided however, that if this Contract is for design professional services, this indemnity provision is limited to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the design professional (as defined in California Civil Code section 2782.8).

12. LIMITATIONS UPON SUBCONTRACTING AND ASSIGNMENT:

a. This Contract binds the heirs, successors, assigns and representatives of Contractor. The Contractor shall not enter into subcontracts for any work contemplated under this Contract and shall not assign this Contract, nor any portion hereof or monies due or to become due, without the prior written consent of the City Council or its designee.

b. Contractor shall not assign, sublease, hypothecate, or transfer this Contract, or any interest therein, directly or indirectly, by operation of law or otherwise, without prior written consent of the City Manager. Contractor shall submit a written request for consent to transfer to the City Manager at least thirty (30) days in advance of the desired transfer.

The City Manager or their designee may consent or reject such request in their sole and absolute discretion. Any attempt to do so without said consent shall be null and void, and any assignee, sublessee, hypothecate or transferee shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. However, claims for Contract No: ________ For the Contract between the City of Richmond and
_____________________________
money against the City under this Contract may be assigned by Contractor to a bank, trust company or other financial institution without prior written consent.

c. The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor (if applicable), or of the interest of any general partner or joint venturer or syndicate member if Contractor is a partnership or joint- venture or syndicate, which shall result in a change of control of Contractor, shall be deemed an assignment. For this purpose, control shall mean fifty percent or more of the voting power or twenty-five percent or more of the assets of the corporation, partnership or joint-venture.

d. Only those persons and/or businesses whose names and resumés are attached to this Contract shall be used in the performance of this Contract. However, if after the start of this Contract, Contractor wishes to use sub-contractors, at no additional costs to the City, then Contractor shall submit a written request for consent to add sub- contractors including the names of the sub-contractors and the reasons for the request to the City Manager at least five (5) days in advance. The City Manager may consent or reject such requests in their sole and absolute discretion.

e. Each sub-contractor shall be required to furnish proof of workers’ compensation insurance and shall also be required to carry general, automobile and professional liability insurance (as applicable) in reasonable conformity to the insurance carried by Contractor.

f. In addition, any tasks or services performed by sub-contractors shall be subject to each provision of this Contract. Contractor shall include the following language in their Contract with any sub-contractor: “Sub-Contractors hired by Contractor agree to be bound to Contractor and the City in the same manner and to the same extent as Contractor is bound to the City.”

g. The requirements in this Section 12 shall not apply to persons who are merely providing materials, supplies, data or information that Contractor then analyzes and incorporates into its work product.

13. SAFETY:

a. Contractor acknowledges that the City is committed to the highest standards of workplace safety. Contractor will be solely and completely responsible for conditions of all vehicles owned or operated by Contractor, including the safety of all persons and property during performance of the services and tasks under this Contract.

Contractor shall assume sole and complete responsibility for the safety of Contractor's employees and any of subcontractor's employees This requirement will apply continuously and not be limited to normal working hours. In addition, Contractor will comply with all safety provisions in conformance with U.S. Department of Labor Occupational Safety and Health Act, any equivalent state law, and all other applicable Contract No: ________ For the Contract between the City of Richmond and
_____________________________
federal, state, county and local laws, ordinances, codes, and any regulations that may be detailed in other parts of the Contract. Where any of these are in conflict, the more stringent requirements will be followed. Contractor’s failure to thoroughly familiarize itself with the aforementioned safety provisions will not relieve it from compliance with the obligations and penalties set forth herein.

b. Contractor will immediately notify the City (in no event less than 24 hours) of any incident of death, serious personal injury or substantial property damage that occurs in connection with the performance of this Contract. Contractor will promptly submit to the City a written report of all incidents that occur in connection with this Contract. This report must include the following information: (i) name and address of injured or deceased person(s); (ii) name and address of Contractor’s employee(s) involved in the incident; (iii) name and address of Contractor’s liability insurance carrier; (iv) a detailed description of the incident; and (v) a police report.

c. Contractor acknowledges that the City shall have the right to impose, at the City’s sole discretion, requirements that it deems are necessary to protect the health and safety of the City employees, residents, and visitors. Contractor agrees to comply with all such requirements, including, but not limited to, mandatory vaccinations, the use of personal protective equipment (e.g. masks), physical distancing, and health screenings.

Contractor also agrees to make available to the City, at the City’s request, records to demonstrate Contractor’s compliance with this Section.

14. INSURANCE:

Insurance requirements are set forth in Exhibit F to this Contract. Contractor shall abide by the insurance requirements set forth in said Exhibit F.

15. COMPLIANCE WITH ALL APPLICABLE LAWS:

a. During the term of this Contract, Contractor shall keep fully informed of all existing and future state and federal laws and all municipal ordinances and regulations of the City of Richmond which affect the manner in which the services or tasks are to be performed by Contractor, as well as all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. Contractor shall comply with all applicable laws, state and federal and all ordinances, rules and regulations enacted or issued by the City. Compliance under this provision includes compliance with all provisions of the Richmond Municipal Code ("Municipal Code"), including Chapters 2.50,

2.52, 2.56, and 2.60, if applicable.

b. Contractor acknowledges that under § 2.60.070 of the Municipal Code ("Living Wage Ordinance"), Contractor is required to provide the City with documents and information verifying its compliance with the Living Wage Ordinance. Contractor shall notify each of its affected employees with regards to the wages that are required to be paid pursuant to the Living Wage Ordinance as prescribed in § 2.60.070 of the Municipal Code.

Contract No: ________ For the Contract between the City of Richmond and
_____________________________

c. Contractor shall comply with § 2.28.030 of the Municipal Code, obligating every Contractor or sub-Contractor under an agreement or sub-agreement with the City for public works, goods or services to refrain from discriminatory employment or practices on the basis of race, color, sex, sexual orientation, religious creed, national origin or ancestry of any employee, any applicant for employment or any potential sub-contractor.

d. Contractor acknowledges that the City’s Drug Free Workplace Policy, Violence in the Workplace Policy and the Policy Against Workplace Harassment, are available on the City’s website at http://www.ci.richmond.ca.us/workplacepolicies.

Contractor agrees to abide by the terms and conditions of said policies.

16. INTEGRATED CONTRACT:

The Recitals and exhibits are a material part of this Contract and are expressly incorporated herein. This Contract 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 hereof. Any modification of this Contract will be effective only by written execution signed by both the City and Contractor.

17. CONFLICTING PROVISIONS:

In the event of a conflict between these General Conditions and those of any Exhibit or attachment hereto, these General Conditions shall prevail; provided, however, that any Special Condition as set forth in Exhibit E shall prevail over these General Conditions. In the event of a conflict between the terms and conditions of any two or more Exhibits or attachments hereto, those prepared by City shall prevail over those prepared by the Contractor, and the terms and conditions preferred by the City shall prevail over those preferred by the Contractor.

18. FORCE MAJEURE:

Neither party hereto shall be considered in default in the performance of its obligations hereunder to the extent that the performance of such an obligation is prevented or delayed by reason of acts of God, strikes, boycotts, lock-outs, inability to procure materials not related to the price thereof, failure of power, restrictive governmental laws and regulations enacted after the date of this Contract, riots, civil unrest, acts of terrorism, insurrection, war, declaration of a state or national emergency or other reasons of a like nature not within the reasonable control of such party.

19. CONFLICT OF LAW:

This Contract shall be interpreted under, and enforced by the laws of the State of Contract No: ________ For the Contract between the City of Richmond and
_____________________________
California without regard to any choice of law rules which may direct the application of laws of another jurisdiction. The Contract and obligations of the parties are subject to all valid laws, orders, rules, and regulations of the authorities having jurisdiction over this Contract (or the successors of those authorities). Any suits brought pursuant to this Contract shall be filed with the courts of the County of Contra Costa, State of California.

20. CLAIMS:

Any claim by Contractor against City hereunder shall be subject to Government Code §§ 800 et seq. The claims presentation provisions of said Act are hereby modified such that the presentation of all claims hereunder to the City shall be waived if not made within six months after accrual of the cause of action.

21. INTERPRETATION:

This Contract shall be interpreted as if drafted by both parties.

22. WARRANTY:

If any product is be provided to the City as part of this Contract, Contractor warrants as follows: Contractor possesses good title to the product and the right to transfer the product to City; the product shall be delivered to the City free from any security interest or other lien; the product meets any specifications contained herein; the product shall be free from material defects in materials and workmanship under normal use for a period of one (1) year from the date of delivery; and the product shall be fit for its intended purpose(s). Notwithstanding the foregoing, consumable and maintenance items (such as light bulbs and batteries) shall be warranted for a period of one hundred and eighty (180) days from the date of delivery. All repairs during the warranty period shall be promptly performed by Contractor, at Contractor's expense, including shipping.

23. SEVERABILITY:

In the event that any of the provisions or portions or applications thereof of this Contract are held to be unenforceable or invalid by any court of competent jurisdiction, City and Contractor shall negotiate an equitable adjustment in the provisions of the Contract with a view toward effecting the purpose of this Contract, and the validity and enforceability of the remaining provisions or portions or applications thereof, shall not be affected thereby.

24. AUTHORITY:

City warrants and represents that the signatory hereto (the Mayor of the City of Richmond or the City Manager) is duly authorized to enter into and execute this Contract on behalf of City. The party signing on behalf of Contractor warrants and represents that they are duly authorized to enter into and execute this Contract on behalf of Contractor, Contract No: ________ For the Contract between the City of Richmond and
_____________________________
and shall be personally liable to City if they are not duly authorized to enter into and execute this Contract on behalf of Contractor.

25. WAIVER:

The waiver by City of any breach of any term or provision of this Contract shall not be construed as a waiver of any subsequent breach. Inspections or approvals, or statements by any officer, agent or employee of the City relating to the Contractor’s performance, or payment therefore, or any combination of these acts, shall not relieve the Contractor’s obligation to fulfill this Contract as prescribed; nor shall the City be thereby stopped from bringing any action for damages or enforcement arising from any failure to comply with any of the terms and conditions of this Contract.

26. COUNTERPARTS:

This Contract may be executed in any number of counterparts (including by fax, PDF, DocuSign, or other electronic means), each of which shall be deemed an original, but all of which shall constitute one and the same instrument.

27. SANCTUARY CITY CONTRACTING ORDINANCE (SCCO):

The Richmond Sanctuary City Contracting Ordinance No. 12-18 prohibits the City from granting and or retaining contracts with any person or entity that provides Data Broker or Extreme Vetting services to the U.S. Immigration and Customs Enforcement Division of the United States Department of Homeland Security (“ICE”). Contractor must submit the Sanctuary City Compliance Statement, attached hereto as Exhibit G.

Contract No: ________ For the Contract between the City of Richmond and
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EXHIBIT E

SPECIAL CONDITIONS

The General Conditions are hereby amended to include the following modifications and/or provisions (if applicable, otherwise please state “NONE”):

Contract No: ________ For the Contract between the City of Richmond and
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EXHIBIT F

INSURANCE PROVISIONS
☐ CHECK HERE IF RISK MANAGEMENT HAS APPROVED WAIVING INSURANCE REQUIREMENTS FOR THIS CONTRACT.

1. CERTIFICATES: Before the commencement of the terms of this Contract, and during the entire term of this Contract and any extension or modification thereof, Contractor shall furnish the City’s Risk Manager with certificates showing the type, amount, class of operations covered, effective dates and dates of expiration of insurance coverage in compliance with coverage requirements set forth by the City and incorporated herein.

Such certificates, which do not limit Contractor’s indemnification, shall also contain substantially the following statement:
“Should any of the above insurance covered by this certificate be canceled or coverage reduced before the expiration date thereof, the insurer affording coverage shall provide thirty (30) days’ advance written notice to the City of Richmond.

Attention: Risk Manager.”
Contractor shall maintain in force at all times during the performance of this Contract all appropriate coverage of insurance required by this Contract with an insurance company licensed to offer insurance business in the State of California with a current A.M. Best’s rating of no less than A:VII or Standard & Poor’s Rating (if rated) of at least BBB unless otherwise acceptable to the City. Contractor shall deliver updated insurance certificates to the City at the address set forth in Exhibit C prior to the expiration of the existing insurance certificate for the duration of the term of Contract.

Endorsements naming the City, its City Council, boards, commissions, officials, employees, agents, and volunteers as additional insured shall be submitted with the insurance certificates.

2. COVERAGE REQUIREMENTS: The City’s insurance requirements depend upon the type of service being provided and/or the provider. The City’s insurance requirements will fall into one of the following categories (unless otherwise provided by the City):

Consultants and Contractors – Type 1
Professional Services – Type 2
Environmental Risk/Hazardous Waste Material – Type 3
Lease of City Property – Type 4
Vendors, Suppliers, Small Grant Recipients & Nonprofit Organizations – Type 5 Transportation Providers – Type 6
Professional Services Pyrotechnics – Type 7
Cyber and I.T. Risks – Type 8
Contract No: ________ For the Contract between the City of Richmond and
_____________________________
The insurance requirements classification applicable to this Contract shall be attached to this Exhibit F and made a part hereof.

3. FAILURE TO SECURE: If Contractor at any time during the term hereof should fail to secure or maintain the foregoing insurance, the City shall be permitted to obtain such insurance in Contractor’s name or as an agent of Contractor and shall be compensated by Contractor for the costs of the insurance premiums at the maximum rate permitted by law and computed from the date written notice is received that the premiums have not been paid.

4. SUFFICIENCY OF INSURANCE: The insurance limits required by the City are not represented as being sufficient to protect Contractor. Contractor is advised to consult Contractor’s insurance broker to determine adequate coverage for Contractor. The coverage and limits shall be (1) the minimum coverage and limits specified in this Contract; or (2) the broader coverage and maximum limits of the coverage carried by or available to Contractor; whichever is greater.

INSERT INSURANCE REQUIREMENTS CLASSIFICATION APPLICABLE TO THIS CONTRACT: (IF NECESSARY, CONFIRM WITH RISK MANAGER)
Contract No: ________ For the Contract between the City of Richmond and
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EXHIBIT G

SANCTUARY CITY COMPLIANCE STATEMENT

The undersigned, (hereafter "Contractor"), has had an opportunity to review the requirements of City of Richmond Ordinance 12-18 (hereafter "Sanctuary City Contracting Ordinance" or “SCCO”).

Contractor understands and agrees that the City may choose with whom it will maintain business relations and may refrain from contracting with any person or entity that provides Data Broker or Extreme Vetting services to the U.S. Immigration and Customs Enforcement Division of the United States Department of Homeland Security (“ICE”). Contractor understands the meaning of the following terms used in the SCCO:

a. "Data Broker” means either of the following:

i. The collection of information, including personal information about consumers, from a wide variety of sources for the purposes of reselling such information to their customers, which include both private-sector business and government agencies;

ii. The aggregation of data that was collected for another purpose from that for which it is ultimately used.

b. “Extreme Vetting” means data mining, threat modeling, predictive risk analysis, or other similar services."

Contractor understands that it is not eligible to receive or retain a City contract if at the time the Contract is executed, or at any time during the term of the Contract, it provides Data Broker or Extreme Vetting services to ICE.

Contractor further understands and agrees that Contractor's failure to comply with the SCCO shall constitute a material default of the Contract and the City Manager may terminate the Contract and bar Contractor from bidding on future contracts with the City for five (5) years from the effective date of the contract termination.

By executing this statement, Contractor certifies that it complies with the requirements of the SCCO and that if at any time during the term of the Contract it ceases to comply, Contractor will promptly notify the City Manager in writing. Any person or entity who knowingly or willingly supplies false information in violation of the SCCO shall be guilty of a misdemeanor and subject to a $1,000 fine.

Based on the foregoing, the undersigned declares under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Printed Name: Title:

Signed: Date:

Business Entity:

Richmond City CouncilJuly 1, 2025

Richmond City Council
July 1, 2025