Agenda packet — West Sacramento City Council, May 1, 2024 (part 1 of 3)

WEST SACRAMENTO CITY COUNCIL AND WEST SACRAMENTO REDEVELOPMENT SUCCESSOR

AGENCY & WEST SACRAMENTO FINANCING AUTHORITY
City Council Regular Meeting
MAY 1, 2024 AGENDA
Martha Guerrero, Mayor
Dawnté Early, Mayor Pro Tem
Quirina Orozco, Council Member
Norma Alcala, Council Member
Verna Sulpizio Hull, Council Member
Aaron Laurel, City Manager
Jeffrey Mitchell, City Attorney
6:00 PM Closed Session Call to Order
7:00 PM Regular Meeting Call to Order
Pledge of Allegiance
Land Acknowledgment
The meeting will be held at City Hall, City Council Chambers, 1110 West Capitol Avenue, West Sacramento GENERAL ADMINISTRATION FUNCTION – PART I

1. PRESENTATIONS BY THE PUBLIC ON MATTERS NOT ON THE AGENDA WITHIN THE

JURISDICTION OF THE COUNCIL
The Council is prohibited from discussing issues not on the agenda brought to them at this time.

According to State Law (the Brown Act), items must first be noticed on the agenda before any discussion or action.

PRESENTATIONS

2. City Manager's Office
CONSIDERATION OF A PROCLAMATION RECOGNIZING MAY 2024 AS “MAY IS BIKE MONTH”

IN THE CITY OF WEST SACRAMENTO
Objective: The purpose of this report is to facilitate City Council consideration of a proclamation recognizing the month of May 2024 as “May is Bike Month.” Recommendation: Staff respectfully recommends that the City Council adopt the attached proclamation declaring May 2024 as “May is Bike Month”.

3. City Manager's Office
CONSIDERATION OF PROCLAMATION RECOGNIZING MAY 2, 2024 AS THE BIG DAY OF

GIVING IN WEST SACRAMENTO
Anyone wishing to address the Council, or any agenda item, may fill out the Request to Speak card and present it to the City Clerk prior to the completion of staff presentation. Items on the Consent Agenda will be considered in one motion and the Request to Speak card should be turned in prior to the first item on Consent.
1 Objective: The objective of this report is to facilitate City Council consideration of a proclamation supporting the regional non-profit awareness and donation program, the Big Day of Giving.

Recommendation: Staff respectfully recommends the City Council adopt this proclamation recognizing May 2, 2024 as Big Day of Giving

CONSENT AGENDA

4. Capital Projects
CONSIDERATION OF ADOPTION OF RESOLUTION 24-41 AMENDING THE CAPITAL

IMPROVEMENT PROGRAM FOR THE NEIGHBORHOOD PAVEMENT PRESERVATION PROGRAM (CIP 17026)
Objective: The objective of this report is to provide the City Council with sufficient information to consider adoption of Resolution 24-41 amending the Capital Improvement Program for the Neighborhood Pavement Preservation Program (17026).

Recommendation: Staff respectfully recommends that the City Council adopt Resolution 24-41 to amend the Capital Improvement Program by an inter-project budget transfer from the Arterial Streets Pavement Repair (17021) to the Neighborhood Pavement Preservation Program (17026) in the amount of $700,000.

5. Capital Projects
CONSIDERATION OF APPROVAL OF CHANGE ORDERS 3 AND 4 TO THE CONSTRUCTION CONTRACT TO BEAR ELECTRICAL SOLUTIONS, INC. FOR THE WASHINGTON AND BRODERICK LIGHTING AND SAFETY PROJECT (CIP 15053)
Objective: The objective of this report is to provide the City Council with sufficient information to consider approval of Change Orders 3 and 4 to the Bear Electrical Solutions, Inc. contract for the Washington and Broderick Lighting and Safety Project (CIP 15053).

Recommendation: Staff respectfully recommends that the City Council: (1) Authorize the City Manager or his designee to execute Change Order 3 to the contract with Bear Electrical Solutions, Inc in the amount of $29,843; (2) Authorize the City Manager or his designee to execute Change Order 4 to the contract with Bear Electrical Solutions, Inc in the amount of $32,983; and (3) Authorize the City Manager, or his designee, to execute amendments or change orders for an additional $20,000 in contingency.

6. Capital Projects
CONSIDERATION OF ADOPTION OF RESOLUTION 24-29 AMENDING THE CAPITAL

IMPROVEMENT PROGRAM BUDGET AND APPROVAL OF A CONSTRUCTION CONTRACT WITH TORRES PROJECT MANAGEMENT, INC. FOR CONSTRUCTION SERVICES FOR THE POLICE DEPARTMENT TENANT IMPROVEMENT PROJECT (CIP 51033) Objective: The objective of this report is to provide the City Council with sufficient information to adopt Resolution 24-29 amending the Capital Improvement Program (CIP) and to award a 2 Construction Contract to Torres Project Management, Inc. for the Police Department Tenant Improvement Project (CIP 51033).

Recommendation: Staff respectfully recommends that the City Council: 1) Find that approval of a construction contract with Torres Project Management, Inc. is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301(d) for existing facilities; 2) Adopt Resolution 24-29 amending the Capital Improvement Program budget; 3) Approve the Project Plans and Specifications for the Police Department Tenant Improvement Project (CIP 51033); 5) Approve a construction contract for construction services with Torres Project Management, Inc. for the Police Department Tenant Improvement Project (CIP 51033); 6) Authorize the City Manager, or his designee, to execute a construction contract with Torres Project Management, Inc. for an amount not to exceed $601,570; 7) Authorize the City Manager, or his designee to execute non-substantive changes or modifications to the construction contract, with approval from the City Attorney; 8) Authorize the City Manager, or his designee, non-substantive changes or modifications, amendments, change orders, agreements, and/or purchases up to 15% ($90,236) of the total contract amount; and 9) Delegate authority to the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.

7. Fire

CONSIDERATION OF APPROVAL OF SCOTT AND SONS WEED CONTROL CONTRACT AMENDMENT 3 FOR WEED ABATEMENT SERVICES
Objective: The purpose of this report is to receive City Council’s approval for a contract extension to Scott and Sons Weed Control for weed abatement services for two additional years as allowable in the initial Council approved contract.

Recommendation: Staff respectfully recommends that the City Council: (1) Find that contract amendment 3 with Scott and Sons Weed Control for weed abatement services is exempt from CEQA pursuant to the Class 1 exemption under CEQA Guidelines, Section 15301; (2) Approve contract amendment 3 with Scott and Sons Weed Control to extend the term of the contract through May 19, 2026, and add compensation for FY24/25 and FY25/26 for multiple City Departments in the amount of $238,936.77; (3) Authorize the City Manager or his designee to execute non-substantive changes or modifications to the Contract for Services, with approval from the City Attorney; (4) Authorize the City Manager or his designee to execute amendments or change orders up to 10% of the contract in the amount of $23,900; and (5) Authorize the City Manager or his designee to execute Contract Amendment 3.

8. Parks & Recreation
CONSIDERATION OF FIRST READING OF ORDINANCE 24-6 AMENDING CHAPTER 12.08 OF

THE CITY OF WEST SACRAMENTO MUNICIPAL CODE REGULATING SPECIAL EVENTS IN

THE CITY
Objective: The objective of this report is to introduce Ordinance 24-6, amending Chapter 12.08 of the City of West Sacramento Municipal Code regulating Special Events within the city limits.

Recommendation: Staff respectfully recommends that the City Council: (1) Waive the first reading and read by title and number only Ordinance 24-6, amending Chapter 12.08 of the City of West 3 Sacramento Municipal Code related to Special Events within the city limits of the City of West Sacramento; and (3) Inform the audience that the second reading and adoption of Ordinance 24- 6, is tentatively scheduled for May 15, 2024.

PUBLIC HEARINGS

9. Capital Projects
A PUBLIC HEARING TO CONSIDER ADOPTION OF RESOLUTIONS 24-45, 24-46, AND 24-47

DECLARING THE PUBLIC INTEREST AND NECESSITY AND AUTHORIZING

COMMENCEMENT OF EMINENT DOMAIN PROCEEDINGS TO SECURE REAL PROPERTY INTERESTS NECESSARY TO COMPLETE I STREET BRIDGE REPLACEMENT PROJECT (010- 102-002, 010-102-005, 010-372-002, 010-372-003) CIP 10033 Objective: The purpose of this report is to provide the Council with sufficient information to adopt Resolutions 24-45, 24-46, and 24-47 determining that the Public Interest and Necessity require acquisition of real property interests for public purposes and authorizing proceedings under California Government Code Sections 37350.5, 40401 and 40404 and the provisions of California Eminent Domain Law comprising Title 7, Part 3 of the California Code of Civil Procedure (commencing at section 1230.010) for the I Street Bridge Replacement Project (010-102-002, 010- 102-005, 010-372-002, 010-372-003) (CIP 10033).

Recommendation: Staff Respectfully recommends that the City Council: (1) Conduct a hearing to consider the adoption of Resolutions 24-45, 24-46 and 24-47 to commence eminent domain proceedings to secure real property interests necessary to construct the I Street Replacement Bridge Project – CIP 10033, and if timely requested to receive testimony from the Property Owners, their attorneys, or representatives on the issues relevant to the Resolutions of Necessity; (2) Find that the environmental impacts of adoption of Resolutions 24-45, 24-46 and 24-47, associated with the I Street Bridge Replacement Project are fully analyzed in the previously adopted Mitigated Negative Declaration adopted by the Council on December 5, 2018, and that the need for subsequent environmental review pursuant to Public Resources Code Section 21166 and State CEQA Guidelines Sections 15162 and 15164 is not triggered; 3) Make the following findings: a. The public interest and necessity require the project; and b. The project is planned or located in the manner that will be most compatible with the greatest public good and the least private injury; and c. The property sought to be acquired is necessary for the project; and d. The offer required by Section 7267.2 of the Government Code has been made to the owner of record; 4) Adopt the Resolutions of Necessity, Resolutions 24-45, 24-46 and 24-47, determining that the public interest and necessity require the acquisition of certain real property identified as Assessor Parcel No. 010- 102-002 located at 221 2nd Street, West Sacramento, California; Assessor Parcel No. 010-102-005 located at 201 2nd Street, West Sacramento; Assessor Parcel 010-372-002 and 010-372-003 located at 219 2rd Street and 319 2nd Street, West Sacramento, and as more fully described and depicted in the exhibits attached to the proposed Resolutions, for construction, operation and maintenance of the I Street Bridge Replacement Project; and (5) Authorize the City Attorney or outside legal counsel, to file an eminent domain (condemnation) action(s) as set forth herein, including motion(s) for orders for prejudgment possession, and to prosecute the action to final judgment; and (6) Delegate authority to the City Manager to undertake all the necessary actions to commence and complete real property transactions for the Project, including disbursement of funds required to obtain possession and title to the property interests into the State of California Condemnation Deposits Fund, for the acquisition of the property interests described above 4 10. Fire

PUBLIC HEARING TO CONSIDER OBJECTIONS TO THE PROPOSED REMOVAL OF WEEDS Objective: The purpose of this hearing is to consider the objections of any parcel owner with respect to being included in the weed abatement program. Property owners have the option of voluntarily clearing the lots themselves prior to May 11, 2024, to avoid the special assessment tax against the parcel(s).

Recommendation: Staff respectfully recommends that the City Council conduct the public hearing to consider objections to the proposed removal of weeds and direct staff to proceed with the 2024 weed abatement program.

REGULAR AGENDA

11. Finance
CONSIDERATION OF RESOLUTION 24-40 APPROVING EXCEPTION TO THE 180-DAY

WAITING PERIOD TO HIRE A CALPERS RETIRED ANNUITANT IN ACCORDANCE WITH GOVERNMENT CODE SECTIONS 7522.56 AND 21224
Objective: The purpose of this report is to provide the City Council with sufficient information to adopt a resolution to waive the 180-day waiting period for hiring a retired annuitant.

Recommendation: Staff respectfully recommends that the City Council adopt resolution 24-40 approving an exception to the 180-day waiting period for hiring a retired annuitant as an extrahelp employee.

12. City Manager's Office

CONSIDERATION OF A WORKSHOP REGARDING A POTENTIAL NEW LOCAL GENERAL TRANSACTION AND USE TAX AND FIRST READING OF ORDINANCE 24-7 Objective: The objective of this report is to facilitate a Council workshop on a potential new local general purpose transaction and use tax, and first reading of Ordinance 24-7.

Recommendation: Staff respectfully recommends that the City Council: (1) Receive staff’s presentation on the potential ballot measure, including ballot language; and (2) Waive first reading and read by title only Ordinance 24-7, imposing a transactions and use tax to be administered by the California Department of Tax and Fee Administration (Attachment 1) GENERAL ADMINISTRATION FUNCTION – PART II

13. COUNCIL COMMUNICATIONS / ASSIGNMENTS
Bikeshare Policy Steering Committee --------------------------------------------Guerrero, Alternate - Early City/County 2x2 ----------------------------------------------------Guerrero/Orozco, Alternate – Sulpizio Hull City/School 2x2 ------------------------------------------------------Guerrero/Sulpizio Hull, Alternate - Alcala Executive Commission to Address Homelessness --------------------Sulpizio Hull, Alternate - Orozco 5 EIFD Public Financing Authority----------------------------------------------------Vacant, Alternate - Vacant League of California Cities --------------------------------------------------- Alcala, Alternate – Sulpizio Hull Local Agency Formation Commission ---------------------------------------------------------------------- Alcala Port District Commission ---------------------------------------------------------Guerrero, Early, Sulpizio Hull Remote Access Network ------------------------------------------------------------------------------------Guerrero River City Regional Stadium Financing Authority------------------------------------------Guerrero, Orozco Sacramento Area Council of Governments (SACOG) ------------------------Guerrero; Alternate - Early Sacramento Regional County Sanitation District Board --------------Orozco; Alternate - Sulpizio Hull West Sacramento Area Flood Control Agency JPA ----------------------------Alcala; Alternate - Orozco Yolo Animal Servies Planning Agency JPA----------------------------Guerrero; Alternate – Sulpizio Hull Yolo County Housing Authority-------------------------------------------------Early, Alternate - Sulpizio Hull Yolo Transportation District -----------------------------------------------------Early, Alternate - Sulpizio Hull Yolo Habitat Conservancy ------------------------------------------------------------------------------Sulpizio Hull Yolo-Solano Air Quality Management District ----------------------------Alcala; Alternate – Sulpizio Hull Yolo Subbasin Sustainable Groundwater Agency-------------------------Sulpizio Hull; Alternate - Early

COUNCIL INTERMEDIARY REPRESENTATIVES
Delta Protection Commission -------------------------------------------------------Vacant; Alternate - Vacant New Hope Community Development Corporation---------------------------------Early; Alternate - Alcala Yolo County Consolidated Redevelopment Successor Agency Oversight Board--------Sulpizio Hull

14. PART II
A. Council Calendar
B. City Manager Report
C. City Attorney Report
D. Staff Direction from City Council Members
E. Future Agenda Item Requests by Council
F. Adjourn
I, Jennifer Cusmir, City Clerk, declare under penalty of perjury that the foregoing agenda for the May 1, 2024 regular and closed session meetings of the West Sacramento City Council, Redevelopment Successor Agency and Financing Authority was posted April 26, 2024 at the rear entrance at City Hall, 1110 West Capitol Avenue, West Sacramento, CA and was available for public review. __________________________________________
Jennifer Cusmir, City Clerk
NOTE: If you challenge the nature of a proposed action in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council at, or prior to, the public hearing.

The agenda and agenda reports are also available on the City’s website at www.cityofwestsacramento.org City Council meetings are broadcast live on Wave Cable Channel 20 and rerun the next day at 12:00 PM and the following Saturday at 6:00 PM.

All public materials related to an item on this agenda submitted to the City Council after distribution of the agenda packet are also made available for public inspection on the City’s website at:
www.cityofwestsacramento.org. Any document provided at the meeting by staff or by the public will be provided by the City Clerk upon request by phone at (916) 617-4500, or by email at: [email protected]. 6 If you need assistance to participate in this meeting, including translation support, please contact the City Clerk’s Office at 916-617-4500 or [email protected]. Notifying the City Clerk’s Office at least 48 hours prior to the meeting will assist staff in assuring reasonable arrangements can be made to provide accessibility to the meeting. Assisted listening devices are available at this meeting.

Si necesita ayuda para participar en esta reunión o servicios de traducción, comuníquese con la Oficina del Secretario Municipal al 916-617-4500 o [email protected]. Notificar a la Oficina del Secretario Municipal al menos 48 horas antes de la reunión ayudará al personal a garantizar que se puedan hacer arreglos razonables para proporcionar accesibilidad a la reunión.

Los dispositivos de escucha asistida están disponibles en esta reunión. 7 CITY COUNCIL AGENDA REPORT
MEETING DATE: ITEM # 2
SUBJECT:

CONSIDERATION OF A PROCLAMATION RECOGNIZING MAY 2024 AS “MAY IS BIKE MONTH” IN THE CITY OF WEST SACRAMENTO
INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ X ] Council [ ] Staff
[ ] Other
Steven Rosen, Associate Transportation Planner
Community Development Department
ATTACHMENT [ X ] Yes [ ] No [ ] Information [ ] Direction [ X ] Action

OBJECTIVE
The purpose of this report is to facilitate City Council consideration of a proclamation recognizing the month of May 2024 as “May is Bike Month.”

RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt the attached proclamation declaring May 2024 as “May is Bike Month”.

BACKGROUND
The Sacramento Area Council of Governments (SACOG) encourages the use of bicycles throughout the region to improve health and wellness, reduce single-occupant vehicle trips, conserve energy, reduce Vehicle Miles Traveled, reduce local traffic congestion, and improve air quality by reducing Greenhouse Gas emissions. In support of those goals, the League of American Bicyclists promotes May as “National Bike Month”. In recent years, cyclists in the region have used the “May is Bike Month” website, www.mayisbikemonth.com, to log over 5,876,000 miles in over 363,000 separate rides. These trips saved over 384,000 pounds of CO2 and over 19,800 gallons of gasoline.

ANALYSIS
Local bicycle commute promotions have proven to be a successful means of raising awareness of local bicycle programs, bicycle safety, shared micro-mobility options including shared bikes, as well as local bicycle paths, routes and infrastructure that makes bicycle commuting possible.

This proposed proclamation seeks to increase awareness of bicycling, related regional amenities, and informational and promotional events. These include a wide range of informational gatherings and contests, several of which are centered in West Sacramento.

The regional kick-off event, BREATHE California’s Bike Rodeo, was held on West Sacramento’s River Walk on Sunday, April 28. An “Energizer Station” giving away commemorative bicycling related items will be located on West Capitol Avenue at City Hall on Regional Bike to Work Day (Thursday, May 16, 2023). Mileage Madness Week runs from May 11 to May 19 and ends with the VeloRama party at West Sacramento’s own Bike Dog Brewing. Information about these events and others can be found on the “May is Bike Month” website, www.mayisbikemonth.com.

Environmental Considerations
N/A
Commission Recommendation
N/A
Strategic Plan Integration
N/A
Alternatives
N/A
Coordination and Review
N/A
Budget/Cost Impact
Adoption of the recommended action will have no fiscal impact.

ATTACHMENT
“May is Bike Month” 2024 Proclamation
8 PROCLAMATION OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO DECLARING MAY 2024 AS “MAY IS BIKE MONTH”
WHEREAS, millions of Americans engage in bicycling because it is an effective form of exercise, a viable and environmentally sound mode of transportation, and a fun and sociable activity accessible to people of all ages, levels of fitness, and income; and WHEREAS, more than half of commute trips, and three out of four shopping trips, are under five miles in length, which is ideal for bicycling; and WHEREAS, bicycle transportation is an integral part of the planned “multi-modal” transportation system funded by federal, state, regional, and local agencies to reduce greenhouse gas emissions, improve the “livability” of communities by reducing traffic noise and congestion, and boost public transit ridership by encouraging riders to traverse the “last mile” between stations and destinations; and
WHEREAS, the City of West Sacramento has completed major investments in support of bicycling, including the River Walk, the Washington District Sustainable Community Infrastructure Project, the Barge Canal Trail, West Capitol Avenue separated bike lanes, and Sycamore Trail Phase 1; and
WHEREAS, the City of West Sacramento is currently working toward several more major investments in bicycling, including extending the Clarksburg Branch Line Trail from River City High School to Clarksburg, connecting Bryte to Southport with the remaining phases of the Sycamore Trail including the freeway overpass, the I Street Bridge Deck Conversion for Active Transportation project, the Southport Levee Trail project, and the Port Area Infrastructure & Complete Streets Project; and
WHEREAS, commuting by bicycle can be a safe, enjoyable, efficient, and convenient way to start and end a workday; and
WHEREAS, local bicycle commute promotions often referred to as “Bike to Work Days”, and “Energizer Stations” have been successful at encouraging bicycle commuting; and WHEREAS, “May is Bike Month” helps to increase public awareness for bicycling, educate the community about the benefits of bicycling for transportation purposes, and encourages people to try bicycle commuting.

NOW, THEREFORE, BE IT PROCLAIMED that the City Council of the City of West Sacramento does hereby recognize May 2024 as “May is Bike Month.” PROCLAIMED THIS 1st day of May 2024
ATTEST:

Martha Guerrero, Mayor Jennifer Cusmir, City Clerk
9 CITY COUNCIL AGENDA REPORT
MEETING DATE: ITEM # 3
SUBJECT:

CONSIDERATION OF PROCLAMATION RECOGNIZING
MAY 2, 2024 AS THE BIG DAY OF GIVING IN WEST SACRAMENTO INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ X ] Council [ ] Staff
[ ] Other
Paul Hosley, Public Information Officer
City Manager’s Office
ATTACHMENT [ X ] Yes [ ] No [ ] Information [ ] Direction [ X ] Action

OBJECTIVE
The objective of this report is to facilitate City Council consideration of a proclamation supporting the regional non-profit awareness and donation program, the Big Day of Giving.

RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt a proclamation recognizing May 2, 2024 as the Big Day of Giving in West Sacramento.

BACKGROUND
During the Big Day of Giving, a donation challenge will be held benefiting more than 700 regional non-profit agencies, over 100 of which are located in Yolo County. Participating non-profits serving West Sacramento include:
 Bryte and Broderick Community Action
Network, Inc.
 Center for Land Based Learning
 Creating Opportunities for Educational
Development (COED)
 Downtown Streets Team, West Sacramento
 Meals on Wheels Yolo County
 Mercy Coalition of West Sacramento
 NAMI Yolo County
 West Sacramento Friends of the Library
 Yolo County Children’s Alliance
 Yolo County SPCA
 Yolo Crisis Nursery
 Yolo Food Bank
The Big Day of Giving is hosted and organized by the Sacramento Region Community Foundation in partnership with the Yolo Community Foundation and its affiliates. Since its inception, the Big Day of Giving has helped over 60,000 donors raise more than $91 million for local non-profits in the greater Sacramento region.

ANALYSIS
On May 2, donors will be asked to log onto www.bigdayofgiving.org and donate to any participating non-profit.

All donations made online during the Big Day of Giving will be boosted from a pool of local and national matching funds, making this a tremendous opportunity for community-minded residents to amplify the impact of their philanthropy.

Environmental Considerations
N/A
Commission Recommendation
N/A
Strategic Plan Integration
N/A
Alternatives
N/A
Coordination and Review
This report was prepared with support from the Yolo Community Foundation and the Sacramento Region Community Foundation.
10 Big Day of Giving
May 1, 2024

Page 2 ends

Budget/Cost Impact
N/A

ATTACHMENT
2024 Big Day of Giving Proclamation
11 PROCLAMATION OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO RECOGNIZING MAY 2, 2024, AS THE BIG DAY OF GIVING
WHEREAS, the Sacramento Region Community Foundation, a trusted resource for contributing to local and regional organizations, will host the twelfth annual giving day on May 2, 2024, in partnership with local and regional businesses and community leaders throughout a fourcounty Sacramento region to encourage charitable giving; and WHEREAS, over the past eleven years more than 60,000 people in our region donated on Big Day of Giving, raising nearly $91 Million that local nonprofits have used to improve the quality of life our region; and
WHEREAS, this year over 820 nonprofits will participate in Big Day of Giving, eleven of which are located in the City of West Sacramento serving its residents; and WHEREAS, Big Day of Giving is an opportunity for City of West Sacramento residents to show their community pride through supporting the good work of our local nonprofits; and WHEREAS, philanthropic investment helps hardworking nonprofits make an impact on the causes that affect us all and provides donors with a sense of ownership and pride in their community.

NOW, THEREFORE, the West Sacramento City Council does hereby proclaim May 2, 2024, as Big Day of Giving and encourages all residents to support the work of local nonprofit organizations who help the City of West Sacramento community thrive.

PROCLAIMED THIS 1st day of May, 2024
ATTEST:

Martha Guerrero, Mayor Jennifer Cusmir, City Clerk
12 CITY COUNCIL AGENDA REPORT
MEETING DATE: May 1, 2024 ITEM # 4
SUBJECT:

CONSIDERATION OF ADOPTION OF RESOLUTION 24-41 AMENDING THE CAPITAL

IMPROVEMENT PROGRAM FOR THE NEIGHBORHOOD PAVEMENT PRESERVATION PROGRAM (CIP 17026)
INITIATED OR REQUESTED BY: REPORT PREPARED BY:
[ ] Council [X] Staff
[ ] Other
Kevin Tan, Assistant Civil Engineer
Christian Asuncion, Associate Civil Engineer
Capital Projects Department
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The objective of this report is to provide the City Council with sufficient information to consider adoption of Resolution 24-41 amending the Capital Improvement Program for the Neighborhood Pavement Preservation Program (CIP 17026).

RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt Resolution 24-41 to amend the Capital Improvement Program by an inter-project budget transfer from the Arterial Streets Pavement Repair (CIP 17021) to the Neighborhood Pavement Preservation Program (CIP 17026) in the amount of $700,000.

BACKGROUND
The City West Sacramento first established a Pavement Management System (PMS) in 1991 to help identify, track, and prioritize roadway maintenance, rehabilitation and pavement preservation treatments. Additional updates to the PMS were completed in 1999, 2005, 2013 and 2018. An update to the PMS as a project was included in the FY 2023/24 CIP Budget that was approved by Council on June 28, 2023. Over the years, the scope of street pavement rehabilitation projects has expanded as mandated by regulation to include improvements related to ADA compliance and to emphasize better bicycle and pedestrian facilities. Furthermore, an up-to-date PMS is now required to be eligible for federal and state grants for road repair and preservation.

The PMS update contains information necessary to understand the City's current and long term needs relative to maintenance, rehabilitation, and preservation. It details both the short term and long-term costs associated with implementing the PMS program. Implementation of the PMS has guided the City in its prioritization of road maintenance, rehabilitation and preservation, and has highlighted the need for additional funding to properly maintain the City's roadways. Over the past few years, the City has received numerous pothole complaints and experienced pavement failures on a variety of its streets. As in most localities, the City has three basic needs relative to pavement management: maintenance, preservation, and rehabilitation.

In 2019, City staff developed and the City Council approved a Pavement Management Plan based on policy guidance received from the Transportation Mobility, & Infrastructure Commission and City Council. The plan consists of the following two programs that are prioritized and adjusted based on funding levels authorized by the City Council through the Capital Improvement Program.

Neighborhood Preservation Program
This program is focused on preserving and maintaining local roadways in a given area each year, but still has the flexibility to triage needs along major arterials. City staff has broken the City into 10 areas approximately based on land use, major barriers (freeways, railroads, arterials, etc.), and proximity. These categories were chosen because they lead to more cost-effective projects. For example, a pavement treatment used in rural areas would not be advisable for suburban residential application, while a collection of roadways in close proximity to each other reduces costs during construction. It is important to note that because the needs in each region far exceed the available funds, this program will not pave every road in an area or even fully rehabilitate roadway segments, but rather aims to apply various seal coats.

Community Investment Program
This program is focused on rehabilitating the City's major arterials and collectors. Roadways selected for this program vary depending on the funding level approved by City Council. The general methodology for selection of roadway segments is their proximity to economic drivers, grant eligibility, and traffic volumes. An example of this program is the recently completed project along West Capitol Ave and Jefferson Blvd between West Capitol Ave and Park Blvd. Another example is the Port Area Infrastructure and Complete Streets Project, which is 13 Resolution 24-41
May 1, 2024

Page 2 of 3 ends

currently in the design stage. The Port Area Infrastructure and Complete Streets Project goal is to completely rehabilitate the roadway’s pavement while adding Complete Streets elements to the facility. A further example is the Arterial Streets Pavement Repair Program. The Arterial Streets Pavement Repair Program aims to provide major “dig-out” repairs to limited areas of arterial roadways that are experiencing major pavement failure. It is essentially a “major band-aid” until the arterial can receive full rehabilitation as was done on West Capitol Ave and as will be done as part of the Port Area Infrastructure and Complete Streets Project. Southport Parkway between Lake Washington Blvd and Ramco Street and Jefferson Blvd between Davis Road and Southport Parkway are upcoming examples of where this type of funding will be used to provide a mid-term solution until the roadways can receive overall rehabilitation.

On July 19, 2023, City Council awarded a construction contract to VSS International, Inc. for the Neighborhood Pavement Preservation & Arterial Streets Pavement Repair Project (CIP 17021 & 17026). Construction for the project began August 2023. VSS International, Inc. submitted notification of substantial completion on January 16, 2024.

ANALYSIS
On July 19, 2023, City Council approved Resolution 23-59, which transferred multiple CIP (17022, 17023, & 17024) funds to the Neighborhood Pavement Preservation & Arterial Streets Repair Project (CIP 17021 & 17026). This project was then awarded as one construction contract. A total of $2,370,553.12 was allocated into CIP 17021 and $2,186,846.88 was allocated into CIP 17026, with a total construction amount of $4,557,400.00.

Table 1: Neighborhood Pavement Preservation & Arterial Streets Repair Construction Funding CIP Funds
17021 $2,370,553.12
17026 $2,186,846.88
Total $4,557,400.00
Throughout the construction phase of the project, progress payments were submitted, reviewed, and bid items were appropriately charged to each CIP (17021 & 17026). As the project reached completion, CIP 17026 was overbilled due to higher bid item quantities and change orders, which led to a balance of -$639,155.25. However, CIP 17021 currently has a balance of $957,601.87. In order to close out the project, release retention, and balance the CIPs (17021 & 17026), an inter-project budget transfer from CIP 17021 to CIP 17026 in the amount of $700,000 is requested.

Environmental Considerations
The request is entirely financial and does not warrant any additional environmental considerations.

Commission Recommendations
Not applicable
Strategic Plan Integration
Not applicable
Alternatives
The following alternatives are available to the City Council:
1) Approve the recommended actions as stated above.
2) Make adjustments to the recommended actions.
3) Decline the recommended actions or cancel the project.

Alternatives 1 is recommended in order to complete project closeout.

Coordination and Review
This report was prepared by the Capital Projects Department in coordination with and review by the Finance Department.

Budget/Cost Impact
The inter-project budget transfer with sources of funding is summarized in Table 2:
14 Resolution 24-41
May 1, 2024

Page 3 of 3 ends

Table 2: Budget Transfer Summary
CIP 17021 & 17026
Sources
CIP 17021 Current Balance $957,601.87
Budget Transfer from CIP 17021 to CIP 17026 ($700,000.00) Uses
CIP 17026 Current Balance ($639,155.25)
Budget Transfer from CIP 17021 to CIP 17026 $700,000.00 Total CIP 17021 Funding $257,601.87
Total CIP 17026 Funding $60,844.75

ATTACHMENT
1) Resolution 24-41
15 Attachment 1
RESOLUTION 24-41

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO

APPROVING A BUDGET TRANSFER TO THE CAPITAL IMPROVEMENT PROGRAM FOR THE NEIGHBORHOOD PAVEMENT PRESERVATION PRORAM (CIP 17026) WHEREAS, the City Council adopted the biennial Capital Improvement Program (CIP) budget for Fiscal Years 2021/22 and 2022/23 on June 16, 2021; and WHEREAS, on July 19, 2023, a construction contract was awarded for the Neighborhood Pavement Preservation & Arterial Streets Pavement Repair Projects (CIP 17026 & 17021) to VSS International, Inc. as the lowest responsive, responsible bidder in the amount of $4,557,400.00 and
WHEREAS, on July 19, 2023, the City Council approved Resolution 23-59 which requested an inter-project transfer of funds from CIPs 17022, 17023 and 17024 to CIPs 17021 and 17026 to fund the construction costs; and
WHEREAS, on January 16, 2024 VSS International, Inc. notified the City of substantial project completion; and
WHEREAS, CIP 17026 has a balance of -$639,155.25 and CIP 17021 currently has a balance of $957,601.87; and
WHEREAS, an inter-project budget transfer is requested and recommended in the amount of $700,000 from CIP 17021 to CIP 17026 in order complete the project close out phase and release retention; and
WHEREAS, the City Council has considered all information related to this matter, as presented at the public meetings of the City Council identified herein, including any supporting reports by City staff, and any other information provided during public meetings.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of West Sacramento as follows:

1. The City Council hereby approves the budget transfer to the Capital Improvement Program (CIP) for the 2023-24 fiscal year as listed below:

SOURCES/USES
$700,000 400-9900-4990/400-17026-4990 Transfer in to 17026 $700,000 400-9900-5950/400-17021-5950 Transfer from 17021 ($700,000) 400-9900-5530/400-17021-5800 Arterial Streets Pavement Repair $700,000 400-9900-5530/400-17026-5800 Neighborhood Pvmt Preservation $0 NET BUDGET IMPACT
Note: Interfund transfers not included in total to avoid duplication of net budget impacts.

2. The City Council hereby finds that the facts set forth in the recitals to this Resolution are true and correct and establish the factual basis for the City Council’s adoption of this Resolution.

3. This Resolution shall take effect immediately upon its adoption. 16 Resolution 24-41
May 1, 2024
PASSED AND ADOPTED by the West Sacramento City Council this 1st day of May 2024, by the following vote:

AYES:

NOES:

ABSENT:
______________________________
Martha Guerrero, Mayor
ATTEST:
__________________________________
Jennifer Cusmir, City Clerk
17 CITY COUNCIL AGENDA REPORT
MEETING DATE: May 1, 2024 ITEM # 5
SUBJECT:

CONSIDERATION OF APPROVAL OF CHANGE ORDERS 3 AND 4 TO THE CONSTRUCTION CONTRACT TO BEAR ELECTRICAL SOLUTIONS, INC. FOR THE WASHINGTON AND BRODERICK LIGHTING AND SAFETY PROJECT (CIP 15053) INITIATED OR REQUESTED BY: REPORT PREPARED BY:

Joanna Ortiz, Assistant Engineer
Christian Asuncion, Associate Engineer
Capital Projects Department
[ ] Council [X] Staff
[ ] Other
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The objective of this report is to provide the City Council with sufficient information to consider approval of Change Orders 3 and 4 to the Bear Electrical Solutions, Inc. contract for the Washington and Broderick Lighting and Safety Project (CIP 15053).

RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Authorize the City Manager or his designee to execute Change Order 3 to the contract with Bear Electrical Solutions, Inc in the amount of $29,843;
2) Authorize the City Manager or his designee to execute Change Order 4 to the contract with Bear Electrical Solutions, Inc in the amount of $32,983; and
3) Authorize the City Manager, or his designee, to execute amendments or change orders, for an additional $20,000 in contingency.

BACKGROUND
The City of West Sacramento (City) became eligible to receive federal CDBG Entitlement funding from the U.S.

Department of Housing and Urban Development (HUD) in 2016. In accordance with HUD regulations, the City must develop a five-year Consolidated Plan examining the needs of low-income persons and neighborhoods and setting goals for the use of CDBG funding. Annual Action Plans must also be developed to allocate each year’s CDBG funding for activities that advance the Consolidated Plan goals.

On March 16, 2022, City Council adopted Resolution 22-21 approving a substantial amendment to the CDBG 2020 Annual Action Plan which reallocated $485,852 from the Washington Neighborhood Sidewalk, Lighting and Landscaping Improvement Project to the Washington and Broderick Lighting and Safety Improvement Project.

This activity advanced Goal 2 (Achieve goals in the HUD Challenge Grant funded Washington Realized: A Sustainable Community Strategy) of the 2016-2020 Consolidated Plan. On August 3, 2022, the City Council adopted Resolution 22-39 which allocated an additional $85,571 towards the Washington and Broderick Lighting and Safety Improvement Project and on September 27, 2023 City Council adopted Resolution 23-66 which allocated an additional $400,000. This funding met Goal #3 (Construct Infrastructure Improvements in LowIncome Neighborhoods) of the 2021-2025 Consolidated Plan.

The Washington and Broderick Lighting and Safety Project will improve pedestrian safety and visibility throughout the Washington and Broderick neighborhoods by replacing and updating streetlights, upgrading and adding pedestrian push buttons at various traffic signals, and installing video detection and traffic signal cabinet upgrades. This project meets the CDBG Low/Mod Area Benefit Objective because it will primarily benefit lowincome residents of Census Tract 101.01.

1. City staff solicited bids for lighting fixtures, signal cabinets, video detection cameras, and pedestrian push buttons through Opengov (an online procurement system). JAM Services, Inc. was selected as the lowest, responsive, and responsible bidder and City Council authorized the City Manager to execute a Purchase Order for the procurement of the electrical materials from JAM Services on February 2, 2022.

In May 2023, the procured materials were received and stored for future installation in.

Pursuant to the Public Contract Code, the project was publicly advertised for construction in the City of West Sacramento News Ledger, and on Opengov with the following timeline:
18 Washington and Broderick Lighting and Safety Project May 1, 2024

Page 2 of 3 ends

Original Date Extended Date
Advertisement: 12/23/2023 n/a
Pre-Bid Meeting: 01/11/2024 n/a
Questions Due: 01/15/2024 n/a
Post Responses to Questions: 01/17/2024 n/a
Bid Open: 01/24/2024 n/a
Bid proposals were opened on January 24, 2024 and staff determined Bear Electrical Solutions, Inc. to be the lowest, responsive responsible bidder. The construction contract was awarded at the February 21, 2024 Council Meeting in the amount of $145,255. City Council authorized the City Manager to execute change orders up to $29,051.

Upon award of the contract by Council, staff issued Notice to Proceed for construction and construction began on April 1, 2024.

ANALYSIS
City Council authorized the City Manager to execute up to $29,051 in contingency at the February 21, 2024 council meeting. Below is a summary of the current approved and pending contract change orders:

Table 1: Change Order Summary
Change Order Amount Summary of work
1 $19,350 Installation of modified TESCO BBU Foundation and Water Pollution Prevention Plan
2 $3,300 Installation of DMS luminaire arms
3 $29,843 (Pending) Procurement of video detection system 4 $32,983 (Pending) Procurement of spare video detection system and materials Total $85,476
Based on the first two approved change orders with a total amount of $22,650, the remaining original contingency is $6,401.

City staff has determined an additional location that will require an upgraded video detection system within the Washington District Neighborhood. This video detection system was not originally included as part of the approved purchase order, so staff is requesting an increase to the Contract and Purchase Order to cover the cost of the additional material. Due to the video detection system availability and potential delays if procured at a later date. City Staff authorized Bear Electric to purchase the video detection system to meet the project schedule. The total requested amount for Change Order 3 is $29,843.

As the Washington District Neighborhood continues to upgrade its lighting and intersections, City Staff has determined that a spare video detection system will be required. This will give City Staff the flexibility to include and upgrade an additional intersection within this project, or to store as back up. The total requested amount for Change Order 4 is $32,983.

The total amount for both Change Order 3 and Change Order 4 is $62,826.

Environmental Considerations
Activities receiving CDBG funding must satisfy all National Environmental Policy Act (NEPA) and California Environmental Quality Act (CEQA) requirements. HUD requires the City to complete all required NEPA reviews prior to initiating any grant activity. NEPA documentation for the Washington and Broderick Lighting and Safety Improvement Project was identified as an activity that is categorically excluded and not subject to Section 58.5.

NEPA documentation was completed on February 15, 2022.

The proposed project also falls under a Class 3 Categorical Exemption according to CEQA. Class 3 consists of construction of small new equipment and facilities in small structures; and the conversion of existing small structures from one use to another where only minor modifications are made in the exterior of the structure (New Construction or Conversion of Small Structures, Section 15315, CEQA Guidelines). This project includes replacing and updating streetlights, upgrading and adding pedestrian push buttons at various traffic signals, and installing video detection and traffic signal cabinet upgrades, which is consistent with the activities under the Class 3 exemption. City Council determined the project to be categorically exempt under California 19 Washington and Broderick Lighting and Safety Project
May 1, 2024

Page 3 of 3 ends

Environmental Quality Act at the February 2, 2023 Council meeting. A Notice of Exemption has been filed and approved with Yolo County for this project.

Commission Recommendations
The amendment to the CDBG 2020 Annual Action Plan was presented to the Economic Development and Housing (EDH) Commission on February 23, 2022. The EDH Commission unanimously voted to recommend that the City Council approve the substantial amendment to the CDBG 2020 Annual Action Plan. The 2022 Annual Action Plan was presented before EDH Commission and Parks, Recreation and Intergenerational Services Commission. Both Commissions unanimously voted that the City Council approve the 2022 Annual Action plan allocating funding for the Washington and Broderick Lighting and Safety Project.

Strategic Plan Integration
This project, along with its use of CDBG funding, is a critical component of the City Council Strategic Principles, specifically Core Services and Infrastructure: Sustain a financially sound city in which everyone feels safe and secure, with quality services and well-maintained infrastructure.

Alternatives
The City Council’s primary alternatives of action are summarized below:
1) Approve the recommended actions as stated above.
2) Delay or revise the recommended action.
3) Not approve the recommended action or cancel the project.

Alternatives 2 and 3 are not recommended as this is a grant-funded project with a tight delivery schedule. Any changes or modifications to the scope of the Project or the documents required to move the Project forward will impact the funding and timing available for the Project.

Coordination and Review
This report was prepared by the Capital Projects Department and coordinated with and reviewed by the Economic Development and Housing Department and the Finance Department.

Budget/Cost Impact
This project is included in the City’s current Capital Improvement Program (CIP) as CIP 15053 – Washington and Broderick Lighting and Safety Project. Sufficient funds are available for the Project recommendations and no additional appropriations are being requested at this time.

ATTACHMENTS
1) Change Order 3 to the Bear Electrical Services contract 2) Change Order 4 to the Bear Electrical Services contract 20 CPE24-031 Request Date: 5/1/2024
PO170111 Change Order # 3
Council Date 5/1/2024
Vendor:

Project:

Submitted by: Contractor Reviewed by: Division Manager/Department Head Vincent Rivera, Contractor David Wong, Division Manager Date Reviewed by: Project Manager Approved by:

Christian Asuncion, Project Manager Aaron Laurel, City Manager Date Approved as to form: Attest:

Jeff Mitchell, City Attorney Jennifer Cusmir, City Clerk Date

CHANGE ORDER
Cost Center #
400-9900-5530/400-15053-5575
Net change by previous Change Orders:

CONTRACTOR agrees that the amount of increase or decrease in the contract sum specified in this change order shall constitute full compensation for the work required by this change order, including but not limited to all compensation for the additional and/or revised work specified herein, and shall fully compensate CONTRACTOR for any and all direct and indirect costs that may be incurred by CONTRACTOR in connection with such additional and/or revised work, including any changes, disruptions or delays in work schedules or in the performance of other work by CONTRACTOR.

The time for performance of the Contract will increase 0 working days by reason of the work described by this Change Order. Except as herein above expressly provided, CONTRACTOR further agrees that the performance of the work specified in this Change Order or the rescheduling of other project work made necessary by this Change Order, shall not constitute a delay which will extend the time limit for completion of the work as said term is used in the Contract between CITY and CONTRACTOR for the project.

Bear Electrical Solutions
Washington and Broderick Lighting and Safety Project
Description:
$22,650.00
$167,905.00
Upon mutual acceptance of this document the City of West Sacramento, hereinafter referred to as "City"' and your firm, hereinafter referred to a "Contractor", in accordance with the terms and conditions of the original contract documents, you are hereby directed to make the following change or changes for the consideration set forth below:

Change Order #3 will include procurement for one additional Video Detection System.

The original contract sum was: $145,255.00
The contract sum prior to this Change Order was:
$29,843.00
Contracts initially approved by Council also require City Attorney and City Clerk Signatures Contract #
Purchase Order #
$197,748.00
The contract sum will be increased/decreased by this Change Order:

New contract sum including all Change Orders:
21 City of West Sacramento CA
1110West Capital Avenue West Sacramento, CA 95691
916-617-4980
Contract Change Order
Project Title Washington District and Broderick
Lighting and Safety Project
Contractor Bear Electrical Solutions, Inc.

Project Number 15053 Contact Vincent Rivera
Change Order Number 3 Phone 209-969-2625
Date Submitted Mar 28, 2024 12:00 PM Address PO Box 924 Alviso,, CA 95002 Date Approved Mar 28, 2024 2:42 PM

Page 1 of 2 ends

You are hereby directed to make the herein changes from the plans and specifications or do the following work not included in the plans and specifications on the contract.

Bid Item Changes
New Line Items
17] Furnish Iteris VDS. Contract Qty: 1.00 LS @ $29843.00 = $29,843.00 By this change, time of completion and/or price adjustment is:

Time Extension: Yes [ ] No [ X ] If yes, # of days: 0
[ X ] The agreed Lump Sum price for this change order work is $29,843.00 [ ] The agreed cost for the Extra Work above will not exceed [ ] By Contract Unit Price [ ] By Force Account in accordance with Standard Specifications Summary:

Payment Adjustment: The total agreed cost of this Change Order is $29,843.00 Time Adjustment: 0 days
Washington District and Broderick Lighting and Safety Project #15053 Page 1/2 22 City of West Sacramento CA
1110West Capital Avenue West Sacramento, CA 95691
916-617-4980
Cost this Change Order $29,843.00 Statement of Contract Time Days Date Estimated or Exact Exact Date of Notice to Proceed
Original Contract Price $145,255.00 Original Contract Days 30 Total of all Approved Changes $22,650.00 Computed Date of Completion Orders including this CCO $52,493.00 Time Extension Days this CCO 0 % of Original Contract 36.1 Total Time Ext Days all CCOs 2 Revised Contract Price $197,748.00 Extended Date of Completion Approved By:
1] Vincent Rivera, Project Engineer - Mar 28, 2024 @ 2:40 PM 2] Christian Asuncion, Associate Civil Engineer - Mar 28, 2024 @ 2:42 PM We, the undersigned contractor, have given careful consideration of the change proposed and hereby agree, if the proposal is approved, that we will provide all equipment, furnish all materials except as may otherwise be noted above, and perform all services necessary for the work above as specified, and will accept as full payment, therefore, the prices shown above.

Christian Asuncion, Associate Civil Engineer - Mar 28, 2024 @ 2:42 PM If the Contractor does not sign this change order, his attention is directed to the requirements of the specifications as to proceeding with change order work and filing a written protest within the time therein specified.

Powered by TCPDF (www.tcpdf.org)
Washington District and Broderick Lighting and Safety Project #15053 Page 2/2 23 3
To: City of West Sacramento Project:
1110 W. Capitol Ave. 1st Floor
Attn: Accounts Payable
West Sacramento CA 95691
City of West Sacramento - Washington District Light
3rd Street
West Sacramento CA 95691
The contractor agrees to perform and the owner agrees to pay for the following changes to this contract.

Requested Amount of Change
Plans Attached
Date:

Date:

Ordered By: 237 Vincent Rivera Customer Order:
5130
29,843.00
Specifications Attached
Description of Work Amount
Furnsih Iteris VDS System 29,843.00
LICENSE #982079
Change Order Request
COR #:

COR Date: 03/27/2024
Contractor:

Subcontractor:
24 Washington Lighting & Safety Project
Furnsih VDS System
Date Prepared: 3/127/24
QTY
Materials/Description/Phase PRICE EXT. ELEC. ELEC EXT OPERATOR OP EXT. LABORER LAB EXT TOTAL Furnsih 4-Approach Iteris VDS System 1 $ 25,950.00 $ 25,950.00 - - - - $ - - - - -
$ - - - - -
$ - - - - -
$ - - - - -
$ - - - - -
Subtotal $ 25,950.00 - - 0.00 0.00 -
Sales Tax 8.75% $ -
Labor rates (fully burdened cost) $ 120.59 $ 109.48 $ 81.64 Total $ - 25,950.00 - - -

RATE BUDGET
Install DMS Luminaire Arm (Per Bid Item Pricing): $ 25,950.00 Labor Electricians (fully burdened): $ -
Labor Operator (fully burdened): $ -
Labor Laborers (fully burdened): $ -
Subcontractor $ -
BES Equip $ 45.00 $ Exclusions: -
Cost $ 25,950.00
Markup 15% $ 3,892.50
Total 29,842.50 $
Bear Electrical Solutions, Inc.

BES Job: 5130

MATERIAL LABOR HOURS
25 JAM SERVICES, INC.
958 E Airway Blvd
LIVERMORE, CA 94550
____________________________________________________________________________________ Telephone (925) 455-5267
Fax (925) 455-5348
PRICE QUOTATION – 76604CCO2
Bear Electrical
3/26/24
JAM Services is pleased to provide the following price quotation for the subject project.

QTY (1) 4-Approach Iteris Vector-Next Hybrid Video/Radar Detection Systems

UNIT PRICE: $25,950.00/system TOTAL PRICE: $25,950.00
*Pricing good as a one time add on to the existing project.

Freight allowed, but tax to be added as determined by the final BOM and the delivery address. If I can be of further assistance, please contact me at 925-455-5267.

Thank you - Jason Momaney
26 CPE24-031 Request Date: 5/1/2024
PO170111 Change Order # 4
Council Date 5/1/2024
Vendor:

Project:

Submitted by: Contractor Reviewed by: Division Manager/Department Head Vincent Rivera, Contractor David Wong, Division Manager Date Reviewed by: Project Manager Approved by:

Christian Asuncion, Project Manager Aaron Laurel, City Manager Date Approved as to form: Attest:

Jeff Mitchell, City Attorney Jennifer Cusmir, City Clerk Date

CHANGE ORDER
Cost Center #
400-9900-5530/400-15053-5575
Net change by previous Change Orders:

The time for performance of the Contract will increase 4 working days by reason of the work described by this Change Order. Except as herein above expressly provided, CONTRACTOR further agrees that the performance of the work specified in this Change Order or the rescheduling of other project work made necessary by this Change Order, shall not constitute a delay which will extend the time limit for completion of the work as said term is used in the Contract between CITY and CONTRACTOR for the project.

Bear Electrical Solutions
Washington and Broderick Lighting and Safety Project
Description:
$52,493.00
$197,748.00
Upon mutual acceptance of this document the City of West Sacramento, hereinafter referred to as "City"' and your firm, hereinafter referred to a "Contractor", in accordance with the terms and conditions of the original contract documents, you are hereby directed to make the following change or changes for the consideration set forth below:

Change Order #4 will include procurement for one additional Video Detection System, cat 5 wire and Four (4) additional working days.

The original contract sum was: $145,255.00
The contract sum prior to this Change Order was:
$32,983.00
Contracts initially approved by Council also require City Attorney and City Clerk Signatures Contract #
Purchase Order #
$230,731.00
The contract sum will be increased/decreased by this Change Order:

New contract sum including all Change Orders:
27 28
4 To: City of West Sacramento Project:
1110 W. Capitol Ave. 1st Floor
Attn: Accounts Payable
West Sacramento CA 95691
City of West Sacramento - Washington District Light
3rd Street
West Sacramento CA 95691
The contractor agrees to perform and the owner agrees to pay for the following changes to this contract.

Requested Amount of Change
Plans Attached
Date:

Date:

Ordered By: 237 Vincent Rivera Customer Order:
5130
32,983.00
Specifications Attached
Description of Work Amount
Request for (4) Additional Working Days, Cat5 Wire 32,983.00 LICENSE #982079
Change Order Request
COR #:

COR Date: 04/10/2024
Contractor:

Subcontractor:
29 10-1G5104
Date Prepared:

QTY
Materials/Description/Phase PRICE EXT. ELEC. ELEC EXT OPERATOR OP EXT. LABORER LAB EXT TOTAL Cat5 Cable 2000 $ 0.21 $ 423.34 - - - -
Iteris Video Detection System 1 $ 25,950.00 $ 25,950.00 - - - - $ - - - - -
$ - - - - -
$ - - - - -
$ - - - - -
Subtotal $ 26,373.34 - - 0.00 0.00 -
Sales Tax 8.75% 8.75% $ 2,307.67
Labor rates (fully burdened cost) $ 120.59 $ 109.48 $ 81.64 Total $ - 28,681.01 - - -

RATE BUDGET
Materials: $ 28,681.01
Labor Electricians (fully burdened): $ -
Labor Operator (fully burdened): $ -
Labor Laborers (fully burdened): $ -
Subcontractor $ -
BES Equip $ 45.00 $ Exclusions: -
Cost $ 28,681.01
Markup 15% $ 4,302.15
Total 32,983.16 $
Bear Electrical Solutions, Inc.

BES Job:

MATERIAL LABOR HOURS
30 31
JAM SERVICES, INC.
958 E Airway Blvd
LIVERMORE, CA 94550
____________________________________________________________________________________ Telephone (925) 455-5267
Fax (925) 455-5348
PRICE QUOTATION – 76604CCO2
Bear Electrical
3/26/24
JAM Services is pleased to provide the following price quotation for the subject project.

QTY (1) 4-Approach Iteris Vector-Next Hybrid Video/Radar Detection Systems

UNIT PRICE: $25,950.00/system TOTAL PRICE: $25,950.00
*Pricing good as a one time add on to the existing project.

Freight allowed, but tax to be added as determined by the final BOM and the delivery address. If I can be of further assistance, please contact me at 925-455-5267.

Thank you - Jason Momaney
32 CITY COUNCIL AGENDA REPORT
MEETING DATE: May 1, 2024 ITEM # 6
CONSIDERATION OF ADOPTION OF RESOLUTION 24-29 AMENDING THE CAPITAL

IMPROVEMENT PROGRAM BUDGET AND APPROVAL OF A CONTRACT WITH TORRES PROJECT MANAGEMENT, INC. FOR CONSTRUCTION SERVICES FOR THE POLICE DEPARTMENT TENANT IMPROVEMENT PROJECT (CIP 51033) INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ ] Council [X] Staff
[ ] Other
Jamie Teske, Senior Project Manager
Capital Projects Department
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The objective of this report is to provide the City Council with sufficient information to adopt Resolution 24-29 amending the Capital Improvement Program (CIP) and to award a Construction Contract to Torres Project Management, Inc. for the Police Department Tenant Improvement Project (CIP 51033).

RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Find that approval of a construction contract with Torres Project Management, Inc. is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301(d) for existing facilities;
2) Adopt Resolution 24-29 amending the Capital Improvement Program budget; 3) Approve the Project Plans and Specifications for the Police Department Tenant Improvement Project (CIP 51033);
4) Approve a contract for construction services with Torres Project Management, Inc. for the Police Department Tenant Improvement Project (CIP 51033);
5) Authorize the City Manager, or his designee, to execute a construction contract with Torres Project Management, Inc., for an amount not to exceed $601,570; 6) Authorize the City Manager, or his designee to execute non-substantive changes or modifications to the construction contract, with approval from the City Attorney; 7) Authorize the City Manager, or his designee, to execute non-substantive changes or modifications, amendments, change orders, agreements, and/or purchases up to 15% ($90,236) of the total contract amount; and
8) Authorize the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.

BACKGROUND
The Police Department Headquarters has been located at 550 Jefferson Boulevard since 1995. The Headquarters building was conceived as an interim facility to suit the Police Department staffing needs for five to ten years. As anticipated, staff outgrew the existing building and in 2005 the City entered into a lease agreement to occupy a portion of the adjacent building at 1025 Triangle Court, Suite 100 (Annex Facility).

In 2007, the Police Department leased additional space in the Annex Facility, and in 2009, entered into a lease agreement to occupy the entire property (19,477 square feet). This property provides space for the Department’s volunteer program, property and evidence storage, and the bike patrol program. It houses the Department’s specialty unit vehicles and equipment such as the mobile command unit, SWAT vehicle, bomb squad robot and accoutrements, and provides space for training and general storage.

Over the past several years City facilities maintenance staff has addressed several significant repairs within the Police Headquarters Building due to deferred maintenance and normal wear and tear. It has become apparent that these issues will continue resulting in additional cost until the deferred maintenance items have been addressed. The deferred maintenance improvements to be addressed involve new interior painting, updated flooring, improved acoustical soundproofing for the interview rooms, kitchen and restroom ADA compliant improvements and increased storage within the armory room. All workstations, furniture, and storage have met end of usual life and will be replaced with modern and efficient storage and configuration to accommodate necessary space for the increasing workforce.
33 POLICE DEPARTMENT TENANT IMPROVEMENT PROJECT (CIP 51033) May 1, 2024

Page 2 ends

ANALYSIS
The Capital Projects Department conducted a competitive bid to select a contractor for the Police Department Tenant Improvement Project. On February 23, 2024, the invitation to bid (ITB) was advertised in the local paper, routed to the Chamber of Commerce, and posted on the City’s website through OpenGov.com. Bids were due March 26, 2024, and three (3) firms submitted bids.

The bid results are as follows:

Rank Contractor Bid Amount
1 Torres Project Management, Inc. $ 601,570.00
2 REM Construction, Inc. $ 716,967.00
3 Saboo, Inc. $ 870,000.00
After examining the Contractors’ licenses, work experience, qualifications and bids submitted in each of the completed bid packages, staff determined that Torres Project Management, Inc. was the lowest responsive and responsible bidder, with a total bid of $601,570.00. On this basis, staff recommends awarding the Construction Contract to Torres Project Management, Inc.

Environmental Considerations
The Police Department Tenant Improvement Project is exempt from CEQA review pursuant to the Categorical Exemption under California Code of Regulations, Title 14, Division 6, Chapter 3 (“CEQA Guidelines”), Article 19, Section 15301, Class 1. Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use. A Notice of Exemption will be filed with Yolo County, if approved.

Commission Recommendation
Not Applicable.

Strategic Plan Integration
This project is consistent with the City of West Sacramento’s Strategic Plan Mission to provide Quality Municipal Services, Quality City Infrastructure and Facilities and to Inspire Community Improvements that add value to the lives of our residents.

Alternatives
The Council’s primary alternatives are summarized below:
1) Approve the recommended actions as described above in this report. 2) Reject the recommended actions or direct staff to alter the project. 3) Defer or cancel the project.

Alternatives 2 and 3 are not recommended as this project is sorely needed to upgrade the facilities in the City’s oldest fire station. Any changes or modifications would delay the project and would likely increase the cost of the project.

Coordination and Review
This report was prepared by the Capital Projects Department and has been coordinated with and reviewed by the Police Department and Finance Department.

Budget/Cost Impact
The Police Department Tenant Improvement Project (CIP 51033) is included in the City’s current Capital Improvement Program (CIP) and has a total appropriation of $850,000 of General Facilities and ARPA Funds.

Additional funds are requested for this CIP project to fully fund the tenant improvements at the Police Department. Table 1 provides the current and future project expenses. Additional funding of $520,506 is proposed to be funded with a transfer from the General Facility Fund (208).

Table 1: Current and future project expenses.
34 POLICE DEPARTMENT TENANT IMPROVEMENT PROJECT (CIP 51033) May 1, 2024

Page 3 ends

Construction Phase
Torres Project Management, Inc. $601,570
Construction Contingency (15%) $90,236
Construction + Contingency $691,806
Staff Time/ICAP $70,000
Total Construction Cost $751,806
Breakdown
Current Remaining Budget (approximate) $241,000
Additional Funding Needed $520,506
Table 2: Project funding sources and need.

Funding Sources
Fund 208-9910 – General Facilities Fund $520,506

ATTACHMENTS

1. Notice of Exemption (NOE)

2. Resolution 24-29

3. Torres Project Management, Inc. Construction Contract 35 Statutory Exemptions. State code number:

_______________________________________________
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
Jamie Teske
Attachment 1
36 Attachment 2
RESOLUTION 24-29

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO

APPROVING A CAPITAL IMPROVEMENT PROGRAM (CIP) BUDGET AMENDMENT TO

FULLY FUND THE POLICE STATION TENANT IMPROVEMENT PROJECT (CIP 51033) FOR FISCAL YEAR 2023/24
WHEREAS, the City Council amended the biennial Capital Improvement Program (CIP) budget for Fiscal Years 2021/22 and 2022/23 on December 8, 2021; and WHEREAS, CIP- 51033 – Police Station TI Project was established, and appropriations of $850,000 from the General Facilities Fund were approved to fund the project; and
WHEREAS, on February 23, 2024, the Capital Projects Department conducted a competitive bid to select a contractor for the Police Department TI Project and staff determined that Torres Project Management, Inc. is the lowest-cost, responsive, qualified bidder, with a total bid of $601,570; and
WHEREAS, staff is recommending the City Council award a construction contract to Torres Project Management, Inc. in the amount of $601,570; and WHEREAS, additional funding of $520,506 is needed to fully fund the total construction contract cost with Torres Project Management, Inc., including a 15% contingency, and staff time/ICAP; and
WHEREAS, staff is proposing to transfer $520,506 from the General Facilities Fund (208); and
WHEREAS, the City Council has considered all information related to this matter, as presented at the public meetings of the City Council identified herein, including any supporting reports by City staff, and any other information provided during public meetings; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of West Sacramento as follows:

1. The City Council hereby approves amendments to the Capital Improvement Program (CIP) for the 2023/24 fiscal year as listed below:

SOURCES
$520,506 400-9900-4990/400-51033-4990 Transfer from Gen Fac Fund $520,506 208-0000-3110 General Facilities Fund Balance
$520,506.00 TOTAL SOURCES
USES
$520,506 208-9910-5950 Transfer from General Facilities Fund $520,506 400-9900-5530/400-51033-5800 Police Department TI Project $520,506.00 TOTAL USES
*Note: Interfund transfers not included in total to avoid duplication of total costs.

2. The City Council hereby finds that the facts set forth in the recitals to this Resolution are true and correct and establish the factual basis for the City Council’s adoption of this Resolution.

3. This Resolution shall take effect immediately upon its adoption. 37 Resolution 24-29

Page 2 of 2 ends

PASSED AND ADOPTED by the West Sacramento City Council this 1st day of May 2024, by the following vote:

AYES:

NOES:

ABSENT:

Martha Guerrero, Mayor
ATTEST:

Jennifer Cusmir, City Clerk
38 Contract Documents
Page | 4-3

CONSTRUCTION CONTRACT
THIS CONTRACT made on May 1st, 2024 by and between the City of West Sacramento (“City”), and Torres Project Management, Inc hereinafter “Contractor”. The City and Contractor may be collectively referred to as the “parties”.

The parties have mutually covenanted and agreed as follows:

1. THE CONTRACT DOCUMENTS:

The complete Contract consists of the following documents (“Contract Documents”):

Invitation to Bid (See Part 1)
Accepted Bid (and all accompanying documents)
Addenda Nos. ________, as issued
Designation of Subcontractors, (See Part 1)
Construction Contract (See Part 2)
Payment Bond to accompany Contract (See Part 2)
Performance Bond to accompany Contract (See Part 2)
Contractor’s Certification Regarding Workers’ Compensation (See Part 2) General Conditions (See Part 3)
Supplemental Conditions (Special Provisions) (See Part 4) Drawings
Technical Specifications (See Part 4)
Change Orders
City of West Sacramento Standard Specifications 2002, with Amendments #1 & #2 State of California Department of Transportation Standard Specifications 2018

2. THE WORK:

The Contractor agrees to furnish all tools, equipment, apparatus, facilities, labor, transportation, and material necessary to perform and complete in a good and workmanlike manner, the POLICE DEPARTMENT TI PROJECT (“Project”) as called for, and in the manner designated in, and in strict conformity with, the Contract Documents. It is understood and agreed that the tools, equipment, apparatus, facilities, labor, transportation, and material shall be furnished, and the work performed and completed as required in the Drawings and Specifications under the sole direction and control of the Contractor, and subject to inspection and approval of the City, or its representatives. The City hereby designates as its representative for the purpose of this Contract the following named person: Jamie Teske

3. CONTRACT PRICE:

The City agrees to pay and the Contractor agrees to accept, in full payment for the work above agreed to be done, the sum of dollars ($601,570) Six hundred one thousand, five hundred seventy dollar for the Project subject to additions and deductions as provided in the Contract Documents.
4 Attachment 3
Torres Project Management, Inc.

CPC24-095 Police Tenant Improvements
180 working days
39 Contract Documents
Page | 4-4

4. COMPLETION DATE:

The Project shall be commenced on the date specified in the Notice to Proceed. The total project will be completed within One Hundred Eighty (180) working days, as defined in the General Conditions, after the date stated in the Notice to Proceed.

5. NOTICE AND SERVICE THEREOF:

Any notice from one party to the other under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by a duly authorized representative of such party. Any such notice shall not be effective for any purpose whatsoever unless served in the following manner, namely:
(a) If the notice is given to the City, by personal delivery thereof to the Director of Capital Projects, or by depositing the same in the United States mail, enclosed in a sealed envelope, postage prepaid, and certified; addressed to the City at:

City of West Sacramento
Director of Capital Projects
1110 West Capitol Avenue, 1st Floor
West Sacramento, CA 95691
(b) If the notice is given to the Contractor, by personal delivery thereof to said Contractor or to its duly authorized representative at the site of the project, or by depositing the same in the United States mail, enclosed in a sealed envelope, postage prepaid, and certified; addressed to the Contractor at:

Business
Attention
Street Address
City, State, Zip Code
(c) If the notice is given to the surety or any other person, by personal delivery to such surety or other person, or by depositing the same in the United States mail, enclosed in a sealed envelope, addressed to such surety or other person, as the case may be, at the address of such surety or person last communicated by it to the party giving the notice, postage prepaid and certified.

6. LIQUIDATED DAMAGES:

Liquidated damages as provided for in the General Conditions of the Contract shall be in the sum of One Thousand Dollars ($1,000.00) for each and every day as defined therein for each different scope of work as defined by the Base Bid and each change order except as otherwise specified in the Supplemental Conditions.

7. PREVAILING WAGE:

Copies of the prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations in accordance with Labor Code section 1773.2 are on file at the City, and copies are available for inspection at that office to any interested party on request.

Bidders shall be responsible for verifying with the Director of the Department of Industrial Torres Project Management, Inc
555 North Lincoln St
Dixon, CA 95620
Owner
Torres Project Management, Inc.

CPC24-095 Police Tenant Improvements
180 working days
40 Contract Documents
Page | 4-5
Relations that all such copies of the prevailing rate provided by the City are current and accurate. The requirement to pay the wage rate so specified is further detailed in the General Conditions.

8. CONTRACTOR REGISTRATION
By the execution of this Contract, Contractor hereby certifies that it is registered with the California Department of Industrial Relations as required pursuant to Labor Code section 1725.5 (Contractor registration).

IN WITNESS WHEREOF, four (4) identical counterparts of this Contract, each of which shall for all purposes be deemed an original, have been duly executed by the above-named parties, on the date noted on the first page of this Contract.

Date Jonathan Torres, Owner
Date Martha Guerrero, Mayor
City of West Sacramento
Approved as to form:

Jeffrey Mitchell, City Attorney
Attest:

Jennifer Cusmir, City Clerk
Torres Project Management, Inc.

CPC24-095 Police Tenant Improvements
180 working days
41 42
43 44
45 46
47 City of West Sacramento
Capital Projects - Construction
Ariana Adame, Director
1110 W Capitol Ave, West Sacramento, CA 95691

ADDENDA REPORT
Invitation to Bid - Police Department Tenant Improvement Project

Page 1 ends

ADDENDA REPORT
ITB No. 24-005-ITB
Police Department Tenant Improvement Project
RESPONSE DEADLINE: March 26, 2024 at 1:30 pm
Thursday, March 28, 2024
Addenda Issued:

Addendum #1
Mar 10, 2024 9:08 PM
This ADDENDUM shall be considered as part of the contract documents.

The following revisions and clarifications to the contract documents (plans and specification) shall be made a part of the Contract Documents.

Attachments:
· 51033 West Sac PD TI Addendum 01
Addendum #2
Mar 14, 2024 3:59 PM
Please use the See What Changed link to view all the changes made by this addendum.

The following revisions were made:

A. The Bidder is considered the Prime Contractor and shall self-perform at least thirty percent (30%) of the work, as determined by a percentage of the value of the work.

B. Revised contract documents reflecting the change mentioned above.

Attachments:
· 51033 PD TI Project Construction Contract Documents & Bid Packet (Federal Template 2023-03-30) - Revised
Addendum #3
Mar 19, 2024 2:51 PM
Please use the See What Changed link to view all the changes made by this addendum.

The following revision was made:

A. Bid Opening Date: Tuesday, March 26, 2024 1:30pm
48 ADDENDA REPORT
ITB No. 24-005-ITB
Police Department Tenant Improvement Project

Page 2 ends

Addendum #4
Mar 19, 2024 3:34 PM
This ADDENDUM shall be considered as part of the contract documents.

The following revisions and clarifications to the contract documents (plans and specification) shall be made a part of the Contract Documents.
• Project Manual - Section 06 40 00 Architectural Woodwork Attachments:
· 51033 West Sac PD TI Addendum 04
Addenda Acknowledgements:

Addendum #1
Proposal Confirmed Confirmed At Confirmed By
REM Construction Inc X Mar 18, 2024 1:12 PM Teri Schell TPM Construction Inc X Mar 26, 2024 10:51 AM Jonathan Torres Saboo Inc X Mar 26, 2024 9:36 AM Toheed Asghar
Addendum #2
Proposal Confirmed Confirmed At Confirmed By
REM Construction Inc X Mar 18, 2024 1:12 PM Teri Schell TPM Construction Inc X Mar 26, 2024 10:51 AM Jonathan Torres Saboo Inc X Mar 26, 2024 9:36 AM Toheed Asghar
Addendum #3
Proposal Confirmed Confirmed At Confirmed By
REM Construction Inc X Mar 19, 2024 5:19 PM Teri Schell TPM Construction Inc X Mar 26, 2024 10:51 AM Jonathan Torres Saboo Inc X Mar 26, 2024 9:36 AM Toheed Asghar
Addendum #4
Proposal Confirmed Confirmed At Confirmed By
REM Construction Inc X Mar 19, 2024 5:19 PM Teri Schell TPM Construction Inc X Mar 26, 2024 10:51 AM Jonathan Torres Saboo Inc X Mar 26, 2024 9:36 AM Toheed Asghar
49 Bid Documents
Page | 3-3

INSTRUCTIONS TO BIDDERS

1. Introduction
Each Bid shall be in accordance with the Contract Documents.

2. Plans
Additional copies of full scale plans may be obtained as specified in the Invitation to Bid.

3. Local Conditions
(a) The quantities of work or material stated in the unit price items of the Bidding Schedule are given only as a basis for the comparison of Bids, and the City does not represent or warrant that the actual amount of work or material will correspond therewith, but reserves the right to increase or decrease the quantity of any unit price item of the work as may be deemed necessary or expedient by the Engineer.
(b) The Bidder shall examine carefully the site of the work contemplated and the Contract Documents. The submission of a proposal shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed and the materials to be furnished, and as to the requirements of the Contract Documents.
(c) Where the Engineer has made investigations of surface and subsurface conditions in areas where work is to be performed under the Contract, or in other areas, some of which may constitute possible local material sources, such investigations were made only for the purpose of study and design. Where such investigations have been made, bidders or Contractor may, upon written request, inspect the records of the Engineer as to such investigations subject to and upon the conditions hereinafter set forth. Such inspection of records may be made at the office of the Engineer.
(d) The records of such investigations are not a part of the Contract and are made available for inspection solely for the convenience of the Bidder or Contractor. It is expressly understood and agreed by Bidder or Contractor that neither the City nor the Engineer assumes any responsibility whatsoever with respect to the sufficiency or accuracy of the investigations thus made, the records thereof, or of the interpretation set forth therein or made by the Engineer in his use thereof and there is no representation, warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records thereof are correct or representative of those existing throughout such areas or any part thereof, or that unanticipated developments may not occur or that materials other than, or in proportions different from, those indicated may not be encountered.
(e) The availability or use of information described in this section or the special conditions is not to be construed in any way as a waiver of the provisions of this section and a Bidder or Contractor is cautioned to make such an investigation and examination as it deems necessary to satisfy itself as to conditions to be encountered in the performance of the work and, with respect to possible local material sources, the quality and quantity of material available from such property and the type and extent of processing that may be required in order to produce material conforming to the requirements of the Specifications.
50 Bid Documents
Page | 3-4
(f) No information derived from such inspection of records of investigations or compilations thereof made by the Engineer or the Engineer’s assistants, will in any way relieve the Bidder or Contractor from any risk or from properly fulfilling the terms of the Contract. (g) Information derived from inspection of topographic maps, or from Plans showing location of utilities and structures will not in any way relieve the Contractor from any risk, or from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling all the terms of the Contract.
(h) Each Bidder shall inform itself of, and the Bidder awarded a Contract shall comply with, federal, state and local laws, statutes, and ordinances relative to the execution of the work. This requirement includes, but is not limited to, applicable regulations concerning employment of labor, protection of public and employee safety and health, protection, the protection of natural resources, fire protection, burning and non-burning requirements, permits, fees, and similar subjects.

4. Form of Bid and Signature
(a) Bids shall be submitted only on the forms attached hereto and shall be enclosed in a sealed envelope and marked and addressed as hereinafter directed. The Bidder shall state in figures the unit prices or the specific sums as the case may be, for which it proposes to supply the labor, materials, supplies or machinery, and perform the work required by the Specifications.

Bid prices will be deemed to include all applicable fees and taxes including sales tax. If the Bid is made by an individual, it shall be signed by the individual and the individual’s full name and address shall be given; if it is made by a partnership, it shall be signed with the co-partnership name by a member of the partnership, who shall also sign the member’s own name, and the name and address of each member of such partnership shall be given; and, if it is made by a corporation, the name of the corporation shall be given and it shall be signed by its duly authorized officer or officers attested by the corporate seal, the name and titles of all officers of the corporation shall be given, and the address of the corporation and the state in which incorporated shall be stated.
(b) Bids will be considered only from persons or entities licensed as required under applicable provisions of the Contractor’s License Law (Cal. Bus. and Prof. Code section 7000, et seq.) and rules and regulations adopted pursuant thereto; and each Bidder shall insert its type of Contractor ‘s license, license number, and other requested information in the place provided in the bid. No oral, telephonic or facsimile Bid or modification of a Bid will be considered. (c) Effective March 1, 2014, all bidders must have registered with the California State Department of Industrial Relations pursuant to Labor Code section 1725.5 prior to submitting a bid.

Furthermore, effective April 1, 2015, a Contractor must be registered pursuant to Labor Code section 1725.5 before entering into a contract to work on a public project.

5. Submittal of Bids
(a) All Bids must be submitted not later than the time prescribed, at the place and in the manner set forth in the Invitation to Bid. Bids must be submitted electronically through the City’s OpenGov system at https://secure.procurenow.com/portal/cityofwestsacramento. The Bidder is wholly responsible to see that its Bid is submitted at the time and place named for the opening of bids. (b) Bids shall include all Addenda or clarifications issued during the bidding period acknowledged by the bidder’s signature thereon. Failure to so include or acknowledge an addendum or clarification may result in the Bid being rejected as not responsive. 51 Bid Documents
Page | 3-5
(c) Bids shall be opened at the time and place specified in the Invitation to Bid, unless changed by addendum.
(d) Bid documents to be submitted shall include the following:
(1) Completed Bid Schedule
(2) Proposal Signature Sheet
(3) Bid Security (if a Bid bond, to be accompanied by power of attorney, both executed and notarized)
(4) Non-Collusion Declaration
(5) Experience & Qualification Form
(6) Completed Subcontractor List
(7) Bidder’s Checklist
(8) If a Federal-Aid project, all required DBE documentation, and anti-lobbying documentation.

6. Preparation of Bid
Blank spaces in the Bid shall be properly completed. The phraseology of the Bid must not be changed and no additions shall be made to the items mentioned therein. Unauthorized conditions, limitations or provisions attached to a Bid will render it informal and may cause its rejection. If erasures, interlineations or other changes appear on the form, each erasure, interlineation or change must be initialed by the person signing the Bid. Alternative bids will not be considered unless specifically provided for in the Bidding Schedule. No Bid received after the time fixed, or received at any place other than the place stated in the Invitation to Bid will be considered. All bids will be opened and read publicly. Bidders, their representatives and other interested parties are invited to be present at the opening. Where bonds are required, the Bidder shall name in its Bid the surety or sureties who have agreed to furnish said bonds.

7. Bid Security
(a) All Bids shall be accompanied by a Bid Security. Such Bid Security shall include cash, cashier’s or certified check made payable to the City or a Bid Bond executed by an admitted surety insurer. The Bid Security must be enclosed in the same envelope with the Bid. The amount of the Bid Security shall be not less than ten percent (10%) of the total amount of the Bid. (b) The Attorney-in-Fact (resident agent) who executes the Bid Bond on behalf of the surety company must attach a copy of its Power of Attorney as evidence of its authority. A notary shall acknowledge the power as of the date of execution of the surety bond which it covers. (c) Bid Bonds must be provided on the Bid Bond form furnished by the City. The Bid Bond must be furnished by a company, acceptable to the City, that is authorized and licensed by the Insurance Commissioner as an “admitted surety insurer” and that maintains at least one office in California for conducting business.
52 Bid Documents
Page | 3-6

8. List of Subcontractors
(a) Each Bidder shall set forth in its Bid on the form provided the following information in accordance with the provisions of Public Contract Code sections 4100-4113:
(1) The name, Contractor ‘s license number, public works Contractor registration number and the location of the place of business of each Subcontractor who will perform work or labor or render service to the prime Contractor in or about the construction of the work or improvement, or a Subcontractor licensed by the State of California who, under subcontract to the prime Contractor, specifically fabricates and installs a portion of the work or improvement according to the Contract Documents, in any amount in excess of one-half of one percent (0.5%) of the prime Contractor’s total Bid, or ten thousand dollars ($10,000.00), whichever is greater.
(2) The portion of the work which will be done by each such Subcontractor. Only one Subcontractor shall be listed for each such portion of the work as defined in the Bid. (3) The Bidder is considered the Prime Contractor and shall perform at least thirty percent (30%) of the work, as determined by a percentage of the value of the work. (b) If the Bidder fails to specify a Subcontractor for any portion of the work to be performed under the Contract, the Bidder agrees to perform that portion of the work itself.

9. Interpretation of Contract Documents
Any explanation desired by the bidders regarding the meaning or interpretation of any of the Contract Documents must be submitted in writing at least five (5) calendar days prior to the Bid opening.

Requests for clarification received after the above noted deadline may be answered at the discretion of the Engineer or Project Manager. Any such explanations or interpretations will be made in the form of Addenda to the documents and will be furnished to all bidders who shall submit all Addenda with their Bids. Neither the Engineer nor any representative of the City is authorized to give oral explanations or interpretations of Contract Documents, and a submission of a Bid constitutes agreement by the Bidder that it has placed no reliance on any such oral explanation or interpretation.

However, the Engineer may, upon inquiry by bidder, orally direct the bidder’s attention to specific provisions of the Contract Documents which cover the subject of the inquiry.

Requests for Clarifications during the Bid period shall submitted electronically through the City’s OpenGov system at https://secure.procurenow.com/portal/cityofwestsacramento

10. Modification of Bids
A Bidder may modify its Bid by written communication provided such communication is received by the City prior to the closing time for receipt of Bids. The written communication should not reveal the Bid price but should state the addition or subtraction or other modification so that the final prices or terms will not be known by the City until the sealed Bid is opened.

11. Withdrawals of Bids
Bids may be withdrawn without prejudice by written or facsimile requests received from Bidder prior to the time for opening of Bids, and Bids so withdrawn will be returned to bidders unopened when reached in the process of opening Bids. No Bid may be withdrawn after the hour affixed for opening Bids without rendering the accompanying Bid Security subject to retention as liquidated damages in like manner as in the case of failure to execute the Contract after award, as in the Contract 53 Bid Documents
Page | 3-7
Documents herein provided. Negligence on the part of the Bidder preparing its Bid shall not constitute a right to withdraw the Bid subsequent to the opening of Proposals.

12. Discrepancies
In the case of discrepancy between unit prices and totals, unit prices will prevail and the City will recalculate the Bid total based on the unit prices and estimated quantities. In case of discrepancy between words and figures, words will prevail.

13. Servicing and Maintenance
Each Bidder must, if requested, furnish evidence that there is an efficient service organization which regularly carries a stock of repair parts for the proposed equipment to be furnished and installed in the work and that the organization is conveniently located for prompt service.

14. Disqualification of Bidders
(a) More than one Bid from an individual, firm, partnership or corporation under the same or different names will not be considered. Reasonable grounds for believing that any individual, firm, partnership or corporation is interested in more than one Bid for the work contemplated may cause the rejection of all Bids in which the individual, firm, partnership or corporation is interested. If there is reason for believing that collusion exists among the bidders, any or all Bids may be rejected. Bids in which the price is obviously unbalanced may be rejected. (b) All bidders are put on notice that any collusive agreement fixing the prices to be Bid so as to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the Public Contract Code and may render void any Contract let under such circumstances.

15. Opening & Award of Contract
Bids will be opened publicly and read aloud at the time and date established in the invitation to Bidders. Bid Summaries may be made available to Bidders after the Bid Date. (a) The City reserves the right to accept or reject any and all Bids for a period of sixty (60) days after the date of opening, and to waive any informality or irregularity in any Bid. No Bid can be withdrawn during that period, except pursuant to Public Contract Code section 5102, et seq. (b) The City reserves the right to reject any or all Bids, including, without limitation, the right to reject any non-conforming, non-responsive, unbalanced, or conditional bids. (c) Before a Bid is considered for award, the City may, in addition to the Experience & Qualifications form included in the Bid documents, require a Bidder to submit a statement of facts and detail as to its business, technical organization and financial resources and equipment available and to be used in performing the work. Additionally, the City may require evidence that the Bidder has performed other work of comparable magnitude and type. The City expressly reserves the right to reject any Bid if it determines that the business and technical organization, equipment, financial and other resources or other experience of the Bidder (including the bidder’s Subcontractors) is not sufficiently qualified for the work Bid upon and, therefore, justifies such rejection.
(d) The award of the Contract, if it is awarded, will be to the lowest responsive responsible Bidder whose Bid complies with the requirements set forth herein. 54 Bid Documents
Page | 3-8
(e) The issuance by the City of a notice to the successful Bidder of the award of the Contract (“Notice of Award”) shall be deemed the Award of Contract.

16. Bid Protests
The lack of a prompt procedure to resolve disputes regarding the bidding process would impair the City’s ability to carry out its purpose of constructing this project in a timely manner. Therefore, to the maximum extent authorized by law and notwithstanding any other procedures specified in documents referenced herein, all disputes and/or protests regarding the bidding process shall be subject to the following procedure. In submitting a Bid to the City for this project, the Bidder agrees to comply with and to be bound by this procedure.

Any Bid protest must be submitted in writing to the Director of Capital Projects Department of the City of West Sacramento before 5:00 p.m. on the fifth (5th) working day following Bid opening.
(a) The initial protest document must contain a complete statement of the basis for the protest, and all supporting documentation.
(b) The party filing the protest must have actually submitted a Bid for the Work. A Subcontractor of a party submitting a Bid for the Work may not submit a Bid protest. A party may not rely on the Bid protest submitted by another Bidder, but must timely pursue its own protest. (c) The protest must refer to the specific portion of the Contract Documents which forms the basis for the protest.
(d) The protest must include the name, address and telephone number of the person representing the protesting party.
(e) The party filing the protest must concurrently transmit a copy of the initial protest document and any attached documentation to all other parties with a direct financial interest which may be adversely affected by the outcome of the protest. Such parties shall include all other Bidders who appear to have a reasonable prospect of receiving an award depending upon the outcome of the protest.
(f) The City will give the protested Bidder five (5) working days after the receipt of the protest to submit a written response. The responding Bidder shall transmit the response to the protesting Bidder concurrent with delivery to the City.
(g) The procedure and time limits set forth in this paragraph are mandatory and are the Bidder’s sole and exclusive remedy in the event of Bid protest. The Bidder’s failure to comply with these procedures shall constitute a waiver of any right to further pursue the Bid protest, including filing a Government Code Claim or legal proceedings.
(h) If the City determines that a protest is frivolous, the protesting Bidder may be determined to be non-responsible and that Bidder may be determined to be ineligible for future contract awards. 55 Bid Documents
Page | 3-9

17. Contract Bonds
(a) The successful Bidder shall furnish both a Performance Bond and a Payment Bond in the amount of one hundred percent (100%) of its Total Bid Price. (b) These Bonds shall be furnished in the forms enclosed following the Contract and shall be satisfactory to the City and shall be obtained from a responsible corporate surety (or sureties) acceptable to the City, which is admitted by the State of California to act as surety upon bonds and undertakings and which maintains in this State at least one office for the conduct of its business. The surety (or sureties) shall furnish reports as to its financial condition from time to time as requested by the City. The premiums for said Bonds shall be paid by the successful bidder.
(c) These Bonds shall be furnished by companies who are authorized and licensed by the Insurance Commissioner as an “admitted surety insurer.” The surety shall provide the City with the documentation required by Section 995.660 of the California Code of Civil Procedure. (d) If any surety becomes unacceptable to the City or fails to furnish reports as to its financial condition as requested by the City, the Contractor shall promptly furnish such additional security as may be required from time to time to protect the interests of the City and of persons supplying labor or materials in the prosecution of the work contemplated by this Contract. (e) In the event of any conflict between the terms of the Contract and the terms of the Bonds, the terms of the Contract shall control and the Bonds shall be deemed to be amended thereby.

Without limiting the foregoing, the City shall be entitled to exercise all rights granted to it by the Contract in the event of default, without control thereof by the surety, provided that the City gives the surety notice of such default at the time or before the exercise of any such right by the City, and, regardless of the terms of said Bonds, the exercise of any such right by the City shall in no manner affect the liability of the surety under said Bonds.

18. Substitution of Securities for Monies Withheld
Bidders are hereby notified that in accordance with the provisions of Public Contract Code section 22300, securities may be substituted for any monies which the City may withhold pursuant to the terms of the Contract to insure performance.

19. Execution of Contract
The successful Bidder will be notified in writing by the City of the award of the Contract within sixty (60) days after opening of Bids. Accompanying the City’s Notice of Award will be the Contract, in triplicate, which the successful Bidder will be required to execute and return, together with the Performance Bond and Payment Bond, and the required certificates and policies of insurance together with the required endorsements thereto for the Contractor and the workers compensation certificate to the City within ten (10) days following receipt of such Notice of Award. Failure to do so shall be just cause for annulment of the award and for forfeiture of the Bid Security which shall be retained as liquidated damages, and it is agreed that the bond sum is a fair estimate of the amount of damages that the City will sustain by reason of such failure. The City will promptly determine whether such Contract, Bonds and insurance are as required by the Contract Documents, and upon such determination will forward a fully executed copy of the Contract and a Notice to Proceed with the work to the successful bidder. Signature by both parties constitutes execution of the Contract. In the event of failure of the lowest responsible Bidder to sign and return the Contract with acceptable Bonds and insurance as prescribed herein, the City may award the Contract to the next lowest responsible bidder, and, in the event that Bidder fails to sign and return the Contract with acceptable 56 Bid Documents
Page | 3-10
Bonds and insurance, the City may award the Contract to the then next lowest responsible bidder, etc.

20. Return of Bid Securities
All Bid Securities will be held until the Contract has been finally executed, after which all Bid Securities, other than any Securities which have been forfeited, will be returned to the respective bidders.

21. Power of Attorney
The Attorney-in-Fact (resident agent) who executes the Performance Bond and Payment Bond on behalf of the surety company must attach a copy of its Power of Attorney as evidence of its authority.

A notary shall acknowledge the power as of the date of the execution of the surety bond which it covers.

22. Time of Completion
The time of completion of the work to be performed under this Contract is the essence of the Contract. Delays and extensions of time may be allowed in accordance with the provisions of the General Conditions. The time allowed for the completion of the work is stated in the Contract.

23. Licensing and Registration Requirements for Contractors All bidders, including general contractors and specialty contractors, shall hold such licenses as may be required by the laws of the State of California for the performance of the work specified in the Contract Documents.

All bidders, and Subcontractors subject to Public Contract Code section 4104, must have registered with the California State Department of Industrial Relations pursuant to Labor Code section 1725.5 prior to submitting a bid. Furthermore, a Contractor, and all Subcontractors subject to Public Contract Code section 4104, must be registered pursuant to Labor Code section 1725.5 before entering into a contract to work on a public project.

24. Escrow of Bid Documents
Upon award of the job to the successful bidder, and at the time of execution of this Contract, Contractor shall present all documentation used by the successful Bidder in arriving at the Bid upon which the Contract was awarded (“Bid Documentation”) to the Engineer’s office. Such documentation shall be presented in a sealed envelope or box. Notice to Proceed will not be granted until City receives notice that such documentation has been received. This Bid Documentation shall include, but not be limited to any documents, pictures, or writings which relate to, arise out of, or constitute in any way notes, memoranda, phone logs, Subcontractor and materialmen estimates, computations, or the like used by, complied by, or drafted by the successful Bidder or its agents in arriving at its Bid for the Project. The City Engineer and Project Manager may consult the Bid Documents as needed during the course of the Project and in connection with the resolution of all such disputes. After Project Completion and payment and the resolution of such disputes, the Bid Documents will be returned to the Contractor.

Escrow documents are expected to include cost breakdown of each component of complete assembly. Payment and compensation will be based on field reports of each item replaced and match values from escrow documents. Miscellaneous parts not listed in bid schedule or technical specifications and are necessary for assembly shall be included in bid price and shall be considered incidental to work.
57 Bid Documents
Page | 3-11

25. Prevailing Wages
Copies of the current schedules for prevailing wages are on file in the City’s office, and the contents of those schedules are included herein as if set forth in full. Copies of the prevailing rate of per diem wages may also be obtained from the Department of Industrial Relations, P.O. Box 420603, San Francisco, CA 94142-0603, Attn: Chief, Division of Labor Statistics and Research or online at:
http://www.dir.ca.gov/oprl/dprewagedetermination.htm.

26. Preconstruction Conference
A preconstruction conference will be convened after the Contractor has delivered the necessary bonds, insurance certificates and signed agreement in proper form as required in the invitation to bid, Bid proposal and general conditions of these specifications. Prior to any work, the Contractor shall provide the Engineer with a list of key personnel assigned to the project and the telephone numbers where they may be reached at any time. The list shall be made available in sufficient copies and presented at the preconstruction conference.

27. Defined Terms
The defined terms in the Construction Documents have the same meaning as those set forth in the General Conditions, Article 1.03.

28. Order of Work
The Contractor shall follow the sequence of operations as set forth therein.

Conforming to the requirements of this section is considered as included with various items of work and no additional compensation will be provided for meeting the requirements of this section. 58 Project: WEST SACRAMENTO POLICE DEPARTMENT T.I.

Owner: West Sacramento Police Department
550 Jefferson Blvd., West Sacramento, CA 95605
Architect: SVA Architects, Inc.
1450 Drew Ave., Davis, CA 95618 ADDENDUM 1
3/11/2024
Note: The following revisions and clarifications to the Contract Documents (plans and specifications) shall become a part of the Contract Documents. All bidders are required to incorporate all necessary changes, additions, or deductions into their proposals.

A. REVISIONS:

1. GENERAL
A. City to move and store all files (records office, storage room)

2. ARCHITECTURAL
A. Replace sheet A11.1 with the attached A11.1 Addendum 1 Revisions:
a. Add sheet notes 14, 15 and 16
b. Show soap dispenser and paper towel dispenser in Lunchroom to be salvaged for re-installation
c. Show existing pair of refrigerators in Lunchroom
d. Show existing vending machines in Entrance Gallery
B. Replace sheet A12.1 with attached A12.1 Addendum 1
Revision:
a. Clarification that the furniture and partitions salvaged from the Community Services room by the Contractor is to be reinstalled by the Contractor

3. PRE-BID REQUESTS FOR CLARIFICATION

1. Q: Who provides and installs the new furniture (workstations, desks, storage units)?
A: The Owner will provide and install the new furniture (workstations, desks, storage units).

2. Q: Who is responsible for moving and storing existing personal items and files?
A: The Owner will be responsible for moving and storing existing personal items and files.

Attachments:

Sheet A11.1
Sheet A12.1
59 Project: WEST SACRAMENTO POLICE DEPARTMENT T.I.

Owner: West Sacramento Police Department
550 Jefferson Blvd., West Sacramento, CA 95605
Architect: SVA Architects, Inc.
1450 Drew Ave., Davis, CA 95618 ADDENDUM 4
3/19/2024
Note: The following revisions and clarifications to the Contract Documents (plans and specifications) shall become a part of the Contract Documents. All bidders are required to incorporate all necessary changes, additions, or deductions into their proposals.

A. REVISIONS:

1. PROJECT MANUAL
A. Section 06 40 00 Architectural Woodwork
a. Add the attached specification section 06 40 00 Architectural Woodwork.

Attachments:

Section 06 40 00 Architectural Woodwork
Reason: Revision & Clarification of Bid Documents
Distribution: Bidders
Owner
60 WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 3/19/2024

WEST SACRAMENTO, CALIFORNIA
06 40 00 - 1 Architectural Woodwork
SECTION 06 40 00

ARCHITECTURAL WOODWORK
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide mill fabricated architectural woodwork with accessories as required for complete finished installation including cabinetwork hardware.

1. Provide countertops.

B. Related Sections:

1. Section 06 10 50: Miscellaneous rough carpentry.

2. Section 06 20 00: Finish carpentry including trim and closet shelving.

1.2 REFERENCES
A. North American Architectural Woodwork Standards, 3.1 (NAAWS).

1.3 SUBMITTALS
A. Product Data: Submit manufacturer’s literature for manufactured items.

B. Shop Drawings: Indicate materials and wood species, component profiles, fastening, joining details, finishes, and accessories.

1. Certification: Provide Woodwork Institute Certified Compliance Label on shop drawings.

C. Samples: Furnish samples of each exposed finish.

1. Veneers: After approval of type of wood for veneer submit not less than three potential flitches of matching wood veneers to be reviewed by Architect each with enough veneering available for Project.
a. Where Architect cannot visit location of flitch do factory floor layout of flitch indicating total appearance on casework and submit photographs with true color of each flitch.

2. Furnish samples of each exposed casework hardware.

3. Furnish samples of wood paneling showing corner and edge treatment.

D. Wood Product Certification: Furnish certification indicating wood products are from FSC “well-managed” forests.
61 WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 3/19/2024

WEST SACRAMENTO, CALIFORNIA
06 40 00 - 2 Architectural Woodwork

1.4 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives, sealants, and caulks, for composite wood products formaldehyde limitations, and for paints and coatings.

B. Fabricator Qualifications: Member of Sponsor of North American Architectural Woodwork Standards with minimum five years successful experience fabricating woodwork like that required for Project.

C. Standards: Perform architectural woodwork in accordance with North American Architectural Woodwork Standards (NAAWS).

1. Certified Compliance Program (CCP): Comply with Woodwork Institute “Certified Compliance Program (CCP) as defined in NAAWS.

2. Monitored Compliance Program (MCP): Comply with Woodwork Institute “Monitored Compliance Program (MCP) as defined in NAAWS.

3. Certified Seismic Installation Program (CSIP): Comply with Woodwork Institute Certified Seismic Installation Program.
a. Seismic Anchorage: Provide seismic anchorage for wall cabinets as required by California Code of Regulations (CCR), Title 24, Part 2.

D. Certified Wood Products: Wood products to be from forests certified “well-managed” by an agency accredited by Forest Stewardship Council (FSC).

E. Field Sample: Provide one full size field sample of base and wall cabinet and countertop, including drawer, doors and shelves.

F. Seismic Anchorage: Provide seismic anchorage for wall cabinets as required by California Code of Regulations (CCR), Title 24, Part 2.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver architectural woodwork until site conditions are adequate to receive work; protect items from weather while in transit.

1. Allow architectural woodwork shop finish to completely dry prior to delivery to site; allow materials to off-gas volatile organic compound (VOC) emissions off site.

B. Store materials indoors, in ventilated areas with constant but minimum temperature of 60-degrees F and maximum relative humidity of 25% to 55%.

C. Do not begin installation of architectural woodwork until space is fully enclosed and mechanical systems are fully operational.

1. Maintain interior installation areas at 70 degrees F and 50% to 55% relative humidity.

D. Immediately remove from site materials with visible mold and materials with mildew. 62 WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 3/19/2024

WEST SACRAMENTO, CALIFORNIA
06 40 00 - 3 Architectural Woodwork
PART 2 - PRODUCTS

2.1 MATERIALS
A. System Description: Provide mill fabricated architectural woodwork with accessories as required for complete finished installation including cabinetwork hardware.

B. Plastic Laminate Finished Casework and Countertops:

1. Quality: NAAWS/Custom Grade frameless, flush overlay, unless otherwise indicated.
a. Special: Provide each single length section of casework in largest such sections as access and openings allow.
1) Multiple self-supporting units fastened together to form larger unit allowed only where access and openings do not allow single lengths.

2. Plastic Laminates:
a. Types: NEMA LD-3.1 high pressure laminates.
1) Horizontal Surfaces: General Purpose Type, nominal 0.050". 2) Vertical Surfaces: Vertical Surface Type, nominal 0.032". 3) Unexposed Surfaces: Balanced with 0.030" melamine backing sheet. 4) Formed Surfaces: Postforming Type, nominal 0.042".
b. Manufacturers:
1) Formica Corp.
2) Wilsonart, Wilsonart Engineered Surfaces.
3) Nevamar Corp.
4) Abet Laminati Co.
5) Substitutions: Refer to Section 01 25 00.
c. Chemical Resistant Laminates (at CSI Lab 132):
1) Wilsonart, Wilsonart Engineered Surfaces/Chemsurf.
2) Nevamar/Chemarmor Chemical Resistant Decorative Laminate. 3) Arborite/ArboChem.
4) Substitutions: Refer to Section 01 25 00.
d. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.

3. Wood Core: Plywood or medium density fiberboard (MDF) or particleboard, with no added formaldehyde and free of toxic materials.

C. Casework Hardware: Provide casework hardware items as required for complete installation as indicated; provide types as listed in North American Architectural Woodwork Standards for casework, but no less than following types. 63 WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 3/19/2024

WEST SACRAMENTO, CALIFORNIA
06 40 00 - 4 Architectural Woodwork

1. Adjustable Shelf Standards and Supports (Plastic Laminate and Opaque Painted Casework): Match BHMA A156.9 B04073 adjustable standards and B04083 closed shelf rest brackets for mortis mounting; flush mounted in cabinet.

2. Cabinet Hinges: BHMA A156.9 B014xx pivot (knife) type, polished chrome finish.

3. Cabinet Pulls: Back mounted wire type, 4" center to center, clear aluminum; as approved by Architect.

4. Drawer Slides: Full extension, rail mounted type, minimum 100 lb. capacity with ball-bearing rollers; self-closing.
a. Manufacturers:
1) Accuride.
2) Knape & Vogt.
3) Blum.
4) Hettich International.
5) Substitutions: Refer to Section 01 25 00.

5. Cabinet Locks: Pin and tumbler slide bolt lock with five pin tumblers as approved by Architect, two keys each.

6. Magnetic Catches: BHMA 156.9 B03141.

D. Solid Polymer Countertops: Manufacturer's standard polymer system with color throughout thickness; provide manufacturer recommended joint adhesive; exposed surfaces finished to match top.

1. Manufacturers:
a. DuPont Co./Corian.
b. Avonite, Inc./Avonite.
c. Formica Corp./Surell.
d. Chemcore Industries/Dovae.
e. Substitutions: Refer to Section 01 25 00.

2. Quality: NAAWS/Premium Grade.

3. Type: Not less than 1/2" thick sheet; coordinate with bowls as indicated and as specified in Division 22.

4. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
64 WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 3/19/2024

WEST SACRAMENTO, CALIFORNIA
06 40 00 - 5 Architectural Woodwork
E. Stainless Steel Countertops: Provide 14 ga. type 316 stainless steel with boxed marine edge, unless otherwise specified.

1. All working surfaces and sink bowls shall have coved sanitary horizontal and vertical corners.

2. Seams to be field welded and ground to a mirror finish.

3. Corners are to be mitered and factory welded.

4. Countertops to have stainless steel reinforcing hat channels. Sound deadening tape is to be factory installed. Top support shall include National Sanitation Foundation (NSF)-listed sprayed latex sound deadening and marine grade plywood backing with white laminate facing.

2.2 FABRICATION
A. General: Fabricate architectural woodwork in accordance with specified North American Architectural Woodwork Standards.

B. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Make corners and joints hairline; slightly bevel arises.

1. Locate butt joints at least 2'-0" from cutouts.

2. Cap exposed edges with plastic laminate of same finish and pattern.

3. Apply laminate backing sheet to reverse side of laminate surfaces.

4. Provide cutouts for inserts, fixtures and fittings; verify locations from on-site dimensions.

5. Prime paint contact surfaces of cutouts.

6. Plastic Laminate Countertops: Square butt joints and self edging; applied plastic or metal edging not permitted.
a. Splashes as indicated or as directed by Architect where not otherwise indicated.

C. Countertops: Provide maximum sizes available. Locate butt joints at least 2'-0" from cutouts where more than one-piece countertops are required.

1. Make corners and joints hairline; slightly bevel arises.

2. Provide cutouts for inserts, fixtures and fittings; verify locations from on-site dimensions.

3. Splashes and edges as indicated or as directed by Architect where not otherwise indicated.
65 WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 3/19/2024

WEST SACRAMENTO, CALIFORNIA
06 40 00 - 6 Architectural Woodwork
D. Use exposed fastening devices or nails only when approved and unavoidable; arrange neatly.

E. Assemble woodwork in shop in sizes easily handled and to ensure passage through building openings.

2.3 FINISHES
A. Transparent/Stained Finished Woodwork: Finish architectural woodwork in shop unless otherwise indicated.

1. Wood Veneers: As indicated on Drawings; match Architect samples.

2. Wood Veneers: Vertical grain select rift cut white oak; filled, bleached, glazed, and sealed; match Architect approved sample.

3. Veneering:
a. Matching Between Veneer Pieces: Slip matched.
b. Matching of Panel Faces: Balanced matched.
c. Matching of Panels and Components: Sequenced matched.

4. Sand work smooth; seal, stain and varnish concealed and semi-concealed surfaces of transparent/stained finished woodwork; brush apply.

5. Transparent/Stained Finish: NAAWS/Premium Grade water-based polyurethane finish producing a dull rubbed effect, as approved by Architect.

B. Opaque Finished Woodwork: Shop finish unless otherwise indicated.

1. Sand work smooth; seal, stain and varnish concealed and semi-concealed surfaces of opaque finished woodwork; brush apply.

2. Opaque Finish: NAAWS/Premium Grade opaque “lacquer” producing semi-gloss sheen as approved by Architect.

3. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.

C. Opaque Finished Woodwork: Field finished under Section 09 90 00 - Painting and Coating.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication where possible; do not delay job progress, allow for trimming and fitting.
66 WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 3/19/2024

WEST SACRAMENTO, CALIFORNIA
06 40 00 - 7 Architectural Woodwork

3.2 INSTALLATION
A. Install work consistent with Architectural Woodwork Standards specified quality grade, plumb, level, true and straight with no distortions.

1. Shim as required, using concealed shims.

B. Ensure mechanical and electrical items affecting architectural woodwork are properly placed, complete, and have been inspected by Architect prior to commencement of installation.

C. Secure work to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation.

D. Scribe and cut for accurate fit to other finished work.

E. Install architectural woodwork under supervision of factory-trained mechanics.

F. Attach architectural woodwork securely in place with uniform joints providing for thermal and building movements.

G. Paneling: Provide fire-treated wood stops eight feet on center at paneling where required by applicable codes when paneling is not direct applied to substrate.

H. Acceptable Tolerances:

1. Variation from True Position: Maximum 1/16" at any position and maximum 1/8" in any 10'-0" length.

2. Adjoining Surfaces of Same Material: No variation permitted.

3. Offset with Abutting Materials: Maximum 1/32".

I. Preparation for Field Finishing:

1. Sand work smooth and set exposed nails and screws.

2. Apply wood filler in exposed nail and screw indentations and leave ready to receive site-applied finishes.

3. Seal concealed and semi-concealed surfaces; brush apply only, using primer consistent with finish coats specified under Section 09 90 00 - Painting and Coating.

END OF SECTION
67 West Sacramento Police Department T.I.

Addendum 1

Page 2 of 2 ends

Reason: Revision & Clarification of Bid Documents
Distribution: Bidders
Owner
68 UP
1 1.5 2 2.5 3 2.6 4 2.7 5 6
A
B
C
D
E
F
LOBBY
100
MEN'S
RR
101

WOMEN'S
RR
102

COMMUNITY
ROOM
103
ELEC.
107
PUBLIC

INTERVIEW
& I.D.
108
ASSIST.

MGR.
109

RECORDS
OPEN
OFFICE
110

RECORDS
MGR.
111

STORAGE
112

WORKROOM
113
PATROL
LT.
114
IA. SGT.
115 RECORDS

GALLERY
116
NORTH

CORRIDOR
117
ENTRY

PAVILION
118

WAITING
ROOM
119

RECEPTIONIST
120
INV. LT
121

INVESTIGATIONS
OPEN
OFFICE
122

CONFERENCE
123

STORAGE
124
INV. SGT.
125
UNISEX
RR
126
UNISEX
RR
127

INTERVIEW
#1
128

INTERVIEW
#2
129
INV.

SERGEANT
130
C.S.I.

OFFICE
131
C.S.I.

LAB
132
PUBLIC

EVIDENCE
133
X133.2

EVIDENCE
134
DRYING
RM.
134.A

EVIDENCE
135

SECURED

EVIDENCE
136
DATA
137

JANITOR
138
SECURE

STORAGE
139
ELEC.

PROP. 140

OFFICER
141 MEN'S
RR
142

WOMEN'S
RR
143

PROPERTY
BAG &
TAG
144

PROPERTY
REPORT

WRITING
145
MEN'S

LOCKERS
146
QUIET
RM.
147
MEN'S
LAV.
148
MEN'S
SHOWER
149
MEN'S
RR
150

CORRIDOR
151

COMMUNITY

SERVICES
152

WOMEN'S
RR
153

WOMEN'S
SHOWER
154

CORRIDOR
155
QUIET
RM.
156

WOMEN'S

LOCKERS
157

SECURED
INTER.

ROOM
158
INTER.
159
INTER.
160
UNISEX
RR
161
ARMORY
164
ARMORY

CORRIDOR
165
PATORL

OFFICER'S

CORRIDOR
166
WATCH

COMMANDER
167
PATROL
LT.
168
PATROL

OFFICER'S

AREA/BAY
169

BRIEFING
ROOM
170

TRAFFIC

SERGEANT
171B
SOUTH

CORRIDOR
172
SGT.'S
BAY
173
LUNCH
RM.
174

ENTRANCE

GALLERY
175

CENTRAL

CORRIDOR
176
CHIEF
177

CONFERENCE
ROOM
178
ADMIN.

CORRIDOR
179

WAITING
AREA
181
DEPUTY
CHIEF
182
RECEPT.
183
ADMIN.

SEC.
184
STOR.
185
ADMIN.

AID
186
WATER
HEATER
CLOSET
188
FIRE
RISER
CLOSET
189

LIEUTENANT
171A
SECURE

STORAGE
162
SAFETY
EQUIP.

STORAGE
163
D01
D02
D03
D03
D04
TYP
X03 D05
TYP
X04
TYP
D05
D07
TYP
D05
TYP
D05
D01
TYP
D08
D05
D07
D05
TYP
D09
TYP
D05
D20
X01
TYP
D10
TYP
D05
TYP
X01
D05
D10
D05
D05
D05
D07 D08
TYP
D05
X01
X06
X07
D05
D05
X06
D05
D05
D05
TYP
D11
D05 D05
D06
D05
D05
X06
D05
TYP
D05
D06
D12
D21
D05 D05
TYP
D05
TYP
D10
TYP
D10
TYP
D05
D05
TYP
D10
D05
TYP
D05
TYP
D05
D13
TYP
D05
TYP
X06
TYP
D05
TYP
D10
TYP
D05
TYP
D07
TYP
D05
TYP
D07
TYP
D14
TYP
D05
X01
D05
X07
D05
TYP
D05
TYP
D14
TYP
D14
D05
D05
D16
D17
D37
D37
D37
D18
D19
D19
TYP
X01
TYP
X01
TYP
X01
A00.3
1 A00.3
7 X22
D08
D08
V.I.F.
5' - 6"
1 X14
X16
X17
X17
# DESCRIPTION

1. DEMOLITION DRAWINGS PREPARED BY THE ARCHITECT ARE FOR A GENERAL DESCRIPTION OF EXISTING BUILDING COMPONENTS, ASSEMBLIES AND MATERIALS TO BE REMOVED. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITION AND QUANTITIES.

2. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY PERMITS REQUIRED

BY FEDERAL, STATE AND LOCAL MUNICIPAL AGENCIES HAVING JURISDICTIONAL AUTHORITY OVER ANY ASPECT OF THE DEMOLITION SCOPE.

3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION WORK.

4. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL DEMOLISHED

MATERIALS IN A MANNER COMPLIANT TO FEDERAL, STATE AND LOCAL MUNICIPAL REQUIREMENTS AND GUIDELINES.

5. DEMOLITION CONTRACTOR SHALL COORDINATE ALL WORK SCHEDULES WITH OWNER. IN NO

CASE SHALL DEMOLITION WORK BE CONDUCTED DURING HOURS PROHIBITED BY LOCAL MUNICIPALITY.

6. PLANS ARE BASED ON EXISTING RECORD DRAWINGS AND VISUAL OBSERVATION. UNIDENTIFIED

ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO REMOVAL.

7. CONTACT OWNER'S REPRESENTATIVE FOR LIST OF SALVAGEABLE ITEMS.

8. OWNER RESPONSIBLE FOR REMOVING AND/OR SALVAGING FURNITURE AND PERSONAL EFFECTS WITHIN AREA OF WORK PRIOR TO DEMOLITION.

9. REMOVE EXISTING WALL FINISHES (CERAMIC TILE, VINYL WALL COVERING, ETC.) IN ALL ROOMS DESIGNATED TO RECEIVE NEW WALL FINISHES PER INTERIOR FINISH SCHEDULE.

10. REMOVE EXISTING FLOORING & BASE (CERAMIC TILE, CARPET, PADDING AND ACCESSORIES) IN ALL ROOMS DESIGNATED TO RECEIVE NEW FLOORING AND BASE PER INTERIOR FINISH PLANS.

11. REPAIR ALL SURFACES DESIGNATED TO RECEIVE NEW FLOOR, WALL, AND CEILING FINISHES AS REQUIRED TO PROVIDE A SOUND AND FLUSH SUBSTRATE.

12. ALSO REFERENCE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL COORDINATION OF ITEMS TO BE REMOVED OR PROTECTED IN PLACE.

13. ADD ALT 2.: REMOVE EXISTING CEILING TILES IN AREAS TO RECEIVE NEW CEILING TILES.

SUSPENDED CEILING GRID SYSTEM TO REMAIN.

14. CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH CGBSC SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. [CGBSC 5.408]

15. CONSTRUCTION WASTE MANAGEMENT PLAN: WHERE A LOCAL JURISDICTION DOES NOT HAVE A

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE THAT IS MORE STRINGENT, SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN THAT:

1. IDENTIFIES THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED

FROM DISPOSAL BY EFFICIENT USAGE, RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE.

2. DETERMINES IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR BULK MIXED (SINGLE STREAM).

3. IDENTIFIES DIVERSION FACILITIES WHERE CONSTRUCTION AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE TAKEN.

4. SPECIFIES THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. [CGBSC 5.408.1.1]

16. REMOVE (E) CORNER GUARDS WITHIN THE AREA OF WORK

EXISTING WALL

EXISTING WALL TO BE REMOVED

EXISTING DOOR/FRAME/HW TO BE REMOVED

AREA NOT IN SCOPE OF WORK

EXISTING ITEM OR EQUIPMENT TO BE

DEMOLISHED OR SALVAGED
? DESCRIPTION

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY

NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR

SCALE:

REVISIONS: OWNER:

PROJECT NAME:CLIENT ADDRESS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:

PROJECT NO:

As indicated
DEC 2023
A11.1

DEMOLITION
PLAN
2022-40181

WEST SACRAMENTO POLICEDEPARTMENT

WEST SACRAMENTO POLICEDEPARTMENT TI
550 JEFFERSON BLVD, WEST SACRAMENTO, CA 95605

DESCRIPTION DATE
1 First Review 1/24/24
2 Addendum 1 3/8/24
DEMOLITION PLAN - LEVEL 1 1/8" = 1'-0" 1

DEMOLITION KEYNOTES DEMO PLAN LEGEND DEMOLITION NOTES
D01 REMOVE (E) COUNTER; GLASS, FRAME AND PASS-THROUGH TO REMAIN
D02 REMOVE (E) TALL CABINETS
D03 REMOVE (E) WHITEBOARD
D04 REMOVE (E) WALL FINISH AS REQ'D TO PATCH HOLE
D05 REMOVE (E) FLOOR FINISH AND WALL BASE
D06 REMOVE (E) CASEWORK
D07 REMOVE (E) WINDOW TREATMENT
D08 ADD ALT. 2: REMOVE (E) WINDOW TREATMENT
D09 REMOVE (E) SHELVING UNITS
D10 REMOVE (E) WAINSCOTTING
D11 REMOVE (E) WALL-MOUNTED CARPET AND WOOD TRIM
D12 REMOVE (E) NON-LOAD BEARING/ NON-SHEAR PARTITION BETWEEN

SAFETY EQUIPMENT STORAGE AND ARMORY
D13 REMOVE (E) CABINETS, COUNTERTOP AND SINK; SALVAGE (E)

PAPER TOWEL DISPENSER AND SOAP DISPENSER FOR

RE-INSTALLATION
D14 REMOVE (E) WALL PAPER
D16 REMOVE PORTION OF (E) NON-LOAD BEARING/ NON-SHEAR
PARTITION AS REQ'D FOR (N) DOOR AT ROOM 177
D17 REMOVE (E) KICK PLATE
D18 (E) FURNITURE AND PARTITIONS TO BE SALVAGED FOR

RE-INSTALLATION
D19 REMOVE (E) DOOR, HARDWARE AND FRAME
D20 ROLLING FILING SYSTEM TO BE REMOVED
D21 SALVAGE (E) CABINETS FOR RE-INSTALLATION
D37 SALVAGE (E) DOOR & HARDWARE FOR (N) GLAZING; (E) FRAME TO REMAIN
X01 (E) FIRE EXTINGUISHER TO REMAIN
X03 (E) KITCHENETTE TO REMAIN
X04 (E) FLOORING AND WALL BASE TO REMAIN
X06 (E) CASEWORK TO REMAIN
X07 (E) COUNTER TO REMAIN
X14 (E) REFRIGERATOR
X16 (E) ICE MACHINE
X17 (E) VENDING MACHINE
X22 (E) STEEL COLUMN

EXISTING KEYNOTES
2 2
2 2
69 UP
U.C.

Refr.

NEW METAL STUD WALL PER SHEET A61.1

EXISTING WALL

WALL TYPE ANNOTATIONS, SEE SHEET
A61.1 FOR DETAILS
101

NUMBER INDICATES DOOR WITH WORK PER SCHEDULE, REFER
TO SHEET A52.1 (AN 'X' PREFIX DENOTES EXISTING DOOR)
(E) FIRE EXTINGUISHER CABINET
FLOOR PLAN GENERAL NOTES:

1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O.

2. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS.

3. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE.

4. REMOVE (E) DOOR STOPS AT DOORS WITHIN AREA OF WORK, TYP.

5. WITHIN AREA OF WORK, ADJUST DOOR CLOSERS TO COMPLY WITH ADA DOOR OPENING FORCE REQUIREMENT (UP TO 5 POUNDS), TYP.
1i

AREA NOT IN SCOPE OF WORK
(N) CORNER GUARD, SEE SPEC.
? DESCRIPTION
1 1.5 2 2.5 3 2.6 4 2.7 5 6
A
B
C
D
E
F
LOBBY
100
MEN'S
RR
101

WOMEN'S
RR
102
X100.1
X101.1
X102.1

COMMUNITY
ROOM
103
ELEC.
107
X100.3 X107.2
X108.1
PUBLIC

INTERVIEW
& I.D.
108
X100.4
ASSIST.

MGR.

RECORDS X109.1 109
OPEN
OFFICE
110
X110.1
X111.1

RECORDS
MGR.
111
X113.1
X112.1

STORAGE
112

WORKROOM
113
X114.1
PATROL
LT.
114
IA. SGT.
115
X115.1
X110.2

RECORDS

GALLERY
116
NORTH

CORRIDOR
117
ENTRY

PAVILION
118
X181.1
X119.1
X119.2

WAITING
ROOM
119

RECEPTIONIST
120
INV. LT
121
X121.1

INVESTIGATIONS
OPEN
OFFICE
122
X122.1
X123.1
X124.1
X125.1

CONFERENCE
123

STORAGE
124
INV. SGT.
125
UNISEX
RR
126
X126.1
UNISEX
RR
127
X127.1

INTERVIEW
#1
128
X128.2

INTERVIEW
#2
129
X129.2
INV.

SERGEANT
130
X130.1
X130.2
C.S.I.

OFFICE
131
X131.1
X132.1
C.S.I.

LAB
132
PUBLIC

EVIDENCE
133
X133.1
X133.2

EVIDENCE
134
DRYING
RM.
134.A
X134.1 X134.2
X134.3

EVIDENCE
135
X141.2

SECURED

EVIDENCE
136
DATA
137
X137.1

JANITOR
138
X138.1
SECURE

STORAGE
139
X139.1 ELEC.
140 X140.1 PROP.

OFFICER
141
X141.1
MEN'S
RR
142

WOMEN'S
RR
143
X142.1 X143.1

PROPERTY
BAG &
TAG
144

PROPERTY
REPORT

WRITING
145
MEN'S

LOCKERS
146
QUIET
RM.
147
X147.1
MEN'S
LAV.
148
MEN'S
SHOWER
149
X150.1
MEN'S
RR
150

CORRIDOR
151

COMMUNITY

SERVICES
152
X152.1
X152.4
X151.1
X155.1

WOMEN'S
RR
153
X153.1

WOMEN'S
SHOWER
154

CORRIDOR
155
QUIET
RM.
156
X156.1

WOMEN'S

LOCKERS
157

SECURED
INTER.

ROOM
158
X158.1
INTER.
159
INTER.
160
X159.1 X160.1 X161.1
UNISEX
RR
161
SECURE

STORAGE
162
X162.1
SAFETY
EQUIP.

STORAGE
163
X163.1
ARMORY
164
164.1
ARMORY

CORRIDOR
165
PATORL

OFFICER'S

CORRIDOR
166
X166.1
X170.1
X166.2
WATCH

COMMANDER
167
PATROL
LT.
168
PATROL

OFFICER'S

AREA/BAY
169
X170.2
X171.2
X172.1

BRIEFING
ROOM
170

TRAFFIC

SERGEANT
171B
SOUTH

CORRIDOR
172
SGT.'S
BAY
173
LUNCH
RM.
174
X173.1
X172.2
X174.1
X174.3 X174.2

ENTRANCE

GALLERY
175
X175.1

CENTRAL

CORRIDOR
176
CHIEF
177
X177.1
X177.2
X177.3

CONFERENCE
ROOM
178
X178.1
X178.2
ADMIN.

CORRIDOR
179

WAITING
AREA
181
DEPUTY
CHIEF
182
RECEPT.
183
ADMIN.

SEC.
184
STOR.
185
ADMIN.

AID
186
X184.1
X185.1
X186.1
WATER
HEATER
CLOSET
188
X188.1
FIRE
RISER
CLOSET
189
X189.1
X103.1
X132.2

LIEUTENANT
171A
X100.2
X107.1
5' - 0"
X158.2
X103.3 X103.2
EQ EQ
4' - 0"
A40.1
1 A40.1
9 A40.2
4 A40.2
3 A40.2
1 A40.2
2 A40.3
1 122400.A
122400.A
122400.B
122400.A
122400.B
122400.B
122400.A
122400.A
TYP
090120.H
TYP
090120.H
TYP
090120.H
TYP
090120.H
8' - 0"
177.4
167.1 168.1
182.1
A00.3
2 A00.3
10 X136.1
171.1
TYP
102613.A
TYP
102613.A
123151.A

THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY

NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR

SCALE:
2030 FRANKLIN #210 OAKLAND, CA 94612
T 510.267.3180 WWW.SVA-ARCHITECTS.COM
REVISIONS: OWNER:

PROJECT NAME:CLIENT ADDRESS:

DATE ISSUED:

PROJECT NO:

As indicated
DEC 2023
A12.1

IMPROVEMENT

FLOOR PLAN
2022-40181

WEST SACRAMENTO POLICEDEPARTMENT

WEST SACRAMENTO POLICEDEPARTMENT TI
550 JEFFERSON BLVD, WEST SACRAMENTO, CA 95605

KEYNOTES FLOOR PLAN LEGEND
A12.1 - IMPROVEMENT FLOOR PLAN - LEVEL 1 1/8" = 1'-0" 1 090120.H PATCH / REPAIR (E) GYPSUM BOARD FINISH AS REQ'D TO

RECEIVE (N) PAINT
102613.A PROVIDE (N) CORNER GUARD, SEE SPEC.
122400.A PROVIDE (N) MAUAL WINDOW SHADES, SEE SPECS.
122400.B ADD ALT. 2: PROVIDE (N) MANUAL WINDOW SHADES, SEE SPECS.
123151.A RE-INSTALL SALVAGED FURNITURE AND PARTITIONS

DESCRIPTION DATE
2 Addendum 1 3/8/24
2 2
70 71
72 73
74 75

POLICE DEPARTMENT TI PROJECT
Federal-Aid Contract
Page | 2-1
PART 2 FEDERAL-AID CONTRACT

REQUIREMENTS
76 POLICE DEPARTMENT TI PROJECT
Federal-Aid Contract
Page | 2-11
77 Federal
-Aid Contract
Page | 2-12
78 Federal
-Aid Contract
Page | 2-13
79 Federal
-Aid Contract
Page | 2-14
80 Federal
-Aid Contract
Page | 2-15
81 Federal
-Aid Contract
Page | 2-16
82 Federal
-Aid Contract
Page | 2-17
83 Federal
-Aid Contract
Page | 2-18
84 Federal
-Aid Contract
Page | 2-19
85 Federal
-Aid Contract
Page | 2-20
86 Federal
-Aid Contract
Page | 2-21
87 Federal
-Aid Contract
Page | 2-22
88 Federal
-Aid Contract
Page | 2-23
89 90
"General Decision Number: CA20240007 03/08/2024
Superseded General Decision Number: CA20230007
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
Counties: Alpine, Amador, Butte, Colusa, El Dorado, Glenn, Lassen, Marin, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Solano, Sonoma, Sutter, Tehama, Trinity, Yolo and Yuba Counties in California.

BUILDING CONSTRUCTION PROJECTS (excluding Amador County only); DREDGING CONSTRUCTION PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); AND HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 01/19/2024
3 02/09/2024
4 02/16/2024
5 03/01/2024
6 03/08/2024
ASBE0016-001 02/01/2023
AREA 1: MARIN, NAPA, SAN BENITO, SAN FRANCISCO, SOLANO, &

SONOMA COUNTIES
AREA 2: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHEMA, TRINITY, YOLO, & YUBA COUNTIES Rates Fringes 91
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
Area 1......................$ 80.91 23.82
Area 2......................$ 62.26 23.82
---------------------------------------------------------------- ASBE0016-007 01/01/2021
AREA 1 : ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY, YOLO & YUBA COUNTIES
AREA 2: MARIN & NAPA COUNTIES
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)
AREA 1......................$ 30.45 10.60
AREA 2......................$ 36.53 9.27
---------------------------------------------------------------- BOIL0549-002 01/01/2021
Rates Fringes

BOILERMAKER
(1) Marin & Solano Counties.$ 49.62 41.27
(2) Remaining Counties......$ 45.60 38.99
---------------------------------------------------------------- BRCA0003-001 08/01/2022
Rates Fringes
MARBLE FINISHER..................$ 39.20 18.31
---------------------------------------------------------------- BRCA0003-004 05/01/2022
AREA 1: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SUTTER, TEHAMA, YOLO AND YUBA COUNTIES
AREA 2: MARIN, NAPA, SISKIYOU, SOLANO, SONOMA AND TRINITY

COUNTIES
Rates Fringes

BRICKLAYER
AREA 1......................$ 49.32 22.65
AREA 2......................$ 53.69 26.03
SPECIALTY PAY:
(A) Underground work such as tunnel work, sewer work,
manholes, catch basins, sewer pipes and telephone conduit shall be paid $1.25 per hour above the regular rate. Work in direct contact with raw sewage shall receive $1.25 per hour in addition to the above.
(B) Operating a saw or grinder shall receive $1.25 per hour above the regular rate.
(C) Gunite nozzle person shall receive $1.25 per hour above the regular rate.
---------------------------------------------------------------- BRCA0003-008 07/01/2022
Rates Fringes
TERRAZZO FINISHER................$ 41.93 18.98
TERRAZZO WORKER/SETTER...........$ 56.84 27.53
---------------------------------------------------------------- BRCA0003-010 04/01/2022
Rates Fringes

TILE FINISHER
Area 1......................$ 31.12 16.11 92
Area 2......................$ 30.90 17.87
Area 3......................$ 33.86 17.74
Area 4......................$ 31.89 17.18
Tile Layer
Area 1......................$ 51.02 19.35
Area 2......................$ 50.66 20.77
Area 3......................$ 55.41 20.87
Area 4......................$ 52.28 20.79
AREA 1: Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Sutter, Tehema, Yolo, Yuba
AREA 2: Alpine, Amador
AREA 3: Marin, Napa, Solano, Siskiyou
AREA 4: Sonoma
---------------------------------------------------------------- BRCA0003-014 08/01/2022
Rates Fringes
MARBLE MASON.....................$ 56.98 28.54
---------------------------------------------------------------- CARP0034-001 07/01/2021
Rates Fringes
Diver
Assistant Tender, ROV
Tender/Technician...........$ 54.10 34.69
Diver standby...............$ 60.51 34.69
Diver Tender................$ 59.51 34.69
Diver wet...................$ 103.62 34.69
Manifold Operator (mixed
gas)........................$ 64.51 34.69
Manifold Operator (Standby).$ 59.51 34.69
DEPTH PAY (Surface Diving):
050 to 100 ft $2.00 per foot
101 to 150 ft $3.00 per foot
151 to 220 ft $4.00 per foot
221 ft.-deeper $5.00 per foot
SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under
pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48"" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.
---------------------------------------------------------------- CARP0034-003 07/01/2021
Rates Fringes
Piledriver.......................$ 54.10 34.69
---------------------------------------------------------------- CARP0035-001 08/01/2020
AREA 1: MARIN, NAPA, SOLANO & SONOMA
AREA 3: SACRAMENTO, WESTERN EL DORADO (Territory west of an including highway 49 and the territory inside the city limits of Placerville), WESTERN PLACER (Territory west of and
including highway 49), & YOLO
AREA 4: ALPINE, BUTTE, COLUSA, EASTERN EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, EASTERN PLACER, PLUMAS, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHAMA, TRINITY, & YUBA
Rates Fringes
Drywall Installers/Lathers:

Area 1......................$ 52.65 31.26 93
Area 3......................$ 47.27 31.26
Area 4......................$ 45.92 31.26
Drywall Stocker/Scrapper
Area 1......................$ 26.33 18.22
Area 3......................$ 23.64 18.22
Area 4......................$ 22.97 18.22
---------------------------------------------------------------- CARP0035-009 07/01/2020
Marin County
Rates Fringes

CARPENTER
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 52.80 30.82
Journeyman Carpenter........$ 52.65 30.82
Millwright..................$ 52.75 32.41
---------------------------------------------------------------- CARP0035-010 07/01/2020
AREA 1: Marin, Napa, Solano & Sonoma Counties
AREA 2: Monterey, San Benito and Santa Cruz
AREA 3: Alpine, Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Sutter, Tehama, Trinity, Yolo & Yuba counties
Rates Fringes
Modular Furniture Installer
Area 1
Installer..................$ 28.76 22.53
Lead Installer.............$ 32.21 23.03
Master Installer...........$ 36.43 23.03
Area 2
Installer..................$ 26.11 22.53
Lead Installer.............$ 29.08 23.03
Master Installer...........$ 32.71 23.03
Area 3
Installer..................$ 25.16 22.53
Lead Installer.............$ 27.96 23.03
Master Installer...........$ 31.38 23.03
---------------------------------------------------------------- CARP0046-001 07/01/2023
El Dorado (West), Placer (West), Sacramento and Yolo Counties Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 60.39 33.52
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 54.66 33.52
Journeyman Carpenter........$ 54.51 33.52
Millwright..................$ 57.01 35.11
Footnote: Placer County (West) includes territory West of and including Highway 49 and El Dorado County (West) includes territory West of and including Highway 49 and territory inside the city limits of Placerville.
---------------------------------------------------------------- CARP0046-002 07/01/2023
Alpine, Colusa, El Dorado (East), Nevada, Placer (East), Sierra, Sutter and Yuba Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 60.39 33.52
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 53.31 33.52 94
Journeyman Carpenter........$ 53.16 33.52
Millwright..................$ 55.66 35.11
---------------------------------------------------------------- CARP0152-003 07/01/2020
Amador County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 45.57 30.82
Journeyman Carpenter........$ 45.42 30.82
Millwright..................$ 47.92 32.41
---------------------------------------------------------------- CARP0180-001 07/01/2021
Solano County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0751-001 07/01/2021
Napa and Sonoma Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP1599-001 07/01/2020
Butte, Glenn, Lassen, Modoc, Plumas, Shasta, Siskiyou, Tehama and Trinity Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 45.57 30.82
Journeyman Carpenter........$ 45.42 30.82
Millwright..................$ 47.92 32.41
---------------------------------------------------------------- ELEC0180-001 06/01/2023

NAPA AND SOLANO COUNTIES
Rates Fringes
CABLE SPLICER....................$ 63.07 3%+26.88
ELECTRICIAN......................$ 56.06 3%+26.88
---------------------------------------------------------------- * ELEC0180-003 12/01/2023

NAPA AND SOLANO COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 48.44 27.60 95
Technician..................$ 55.71 27.82

SCOPE OF WORK INCLUDES-
SOUND & VOICE TRANSMISSION (Music, Intercom, Nurse Call, Telephone); FIRE ALARM SYSTEMS [excluding fire alarm work when installed in raceways (including wire and cable
pulling) and when performed on new or major remodel
building projects or jobs],

TELEVISION & VIDEO SYSTEMS, SECURITY SYSTEMS, COMMUNICATIONS SYSTEMS that transmit or receive information and/or control systems that are intrinsic to the above.

ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN,

NEVADA, PLACER, PLUMAS, SACRAMENTO, TRINITY, YOLO, YUBA COUNTIES Rates Fringes
Communications System
Sound & Communications
Installer...................$ 29.35 3%+15.35
Sound & Communications
Technician..................$ 33.75 3%+15.35

SCOPE OF WORK
Includes the installation testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following TV monitoring and surveillance,
background-foreground music, intercom and telephone
interconnect, inventory control systems, microwave
transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms, and low voltage master clock systems.

A. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS
Background foreground music Intercom and telephone
interconnect systems, Telephone systems, Nurse call
systems, Radio page systems, School intercom and sound
systems, Burglar alarm systems, Low voltage master clock systems, Multi-media/multiplex systems, Sound and musical entertainment systems, RF systems, Antennas and Wave Guide.

B. FIRE ALARM SYSTEMS
Installation, wire pulling and testing
C. TELEVISION AND VIDEO SYSTEMS Television monitoring and surveillance systems, Video security systems, Video
entertainment systems, Video educational systems, Microwave transmission systems, CATV and CCTV
D. SECURITY SYSTEMS Perimeter security systems
Vibration sensor systems Card access systems Access
control systems Sonar/infrared monitoring equipment
E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE

INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and Data Acquisition) PCM (Pulse Code Modulation)
Inventory Control Systems Digital Data Systems
Broadband and Baseband and Carriers Point of Sale
Systems VSAT Data Systems Data Communication
Systems RF and Remote Control Systems Fiber Optic
Data Systems WORK EXCLUDED Raceway systems are not covered (excluding Ladder-Rack for the purpose of the above listed systems). Chases and/or nipples (not to exceed 10 feet) may be installed on open wiring systems. Energy management systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the
scope). Fire alarm systems when installed in raceways
(including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two (2) conditions apply:

1. The project involves new or major remodel building trades construction.

2. The conductors for the fire alarm system are installed in 96 conduit.
---------------------------------------------------------------- ELEC0340-003 08/01/2022
ALPINE (West of Sierra Mt. Watershed), AMADOR, BUTTE, COLUSA, EL DORADO (West of Sierra Mt. Watershed), GLENN, LASSEN, NEVADA (West of Sierra Mt. Watershed), PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA (West of Sierra Mt. Watershed), SUTTER, TEHAMA,

TRINITY, YOLO & YUBA COUNTIES
Rates Fringes

ELECTRICIAN
Remaining area..............$ 45.06 34.09
Sierra Army Depot, Herlong..$ 48.83 18.54
Tunnel work.................$ 41.01 18.54
CABLE SPLICER: Receives 110% of the Electrician basic hourly rate.
---------------------------------------------------------------- ELEC0401-005 01/01/2022
ALPINE (east of the main watershed divide), EL DORADO (east of the main watershed divide), NEVADA (east of the main
watershed), PLACER (east of the main watershed divide) and SIERRA (east of the main watershed divide) COUNTIES:

Rates Fringes
ELECTRICIAN......................$ 42.50 20.95
ZONE RATE:
70-90 miles - $8.00 per hour
91+ miles - $10.00 per hour
---------------------------------------------------------------- ELEC0551-004 06/01/2023

MARIN AND SONOMA COUNTIES
Rates Fringes
ELECTRICIAN......................$ 56.92 30.16
---------------------------------------------------------------- ELEC0551-005 11/01/2023

MARIN & SONOMA COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 46.64 25.55
Technician..................$ 53.64 25.76

TELEVISION & VIDEO SYSTEMS, SECURITY SYSTEMS, COMMUNICATIONS SYSTEMS that transmit or receive information and/or control systems that are intrinsic to the above.

EXCLUDES-
Excludes all other data systems or multiple systems which include control function or power supply; excludes
installation of raceway systems, line voltage work,
industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access); excludes energy management
systems.
---------------------------------------------------------------- ELEC0659-006 01/01/2023
DEL NORTE, MODOC and SISKIYOU COUNTIES
Rates Fringes
ELECTRICIAN......................$ 43.97 19.26
---------------------------------------------------------------- ELEC0659-008 02/01/2023
DEL NORTE, MODOC & SISKIYOU COUNTIES 97
Rates Fringes
Line Construction
(1) Cable Splicer...........$ 67.80 4.5%+22.15
(2) Lineman, Pole Sprayer,
Heavy Line Equipment Man....$ 60.54 4.5%+22.15
(3) Tree Trimmer............$ 37.84 4.5%+14.30
(4) Line Equipment Man......$ 53.82 4.5%+19.40
(5) Powdermen,
Jackhammermen...............$ 40.37 4.5%+14.30
(6) Groundman...............$ 33.37 4.5%+14.30
---------------------------------------------------------------- ELEC1245-004 06/01/2022

ALL COUNTIES EXCEPT DEL NORTE, MODOC & SISKIYOU
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 64.40 22.58
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment)...........$ 50.00 21.30
(3) Groundman...............$ 38.23 20.89
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0008-001 01/01/2024
Rates Fringes
ELEVATOR MECHANIC................$ 80.76 37.885+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- ENGI0003-008 08/01/2023
Rates Fringes
Dredging: (DREDGING:

CLAMSHELL & DIPPER DREDGING;
HYDRAULIC SUCTION DREDGING:)
AREA 1:
(1) Leverman...............$ 57.95 37.55
(2) Dredge Dozer; Heavy
duty repairman.............$ 52.99 37.55
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 51.87 37.55
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 48.57 37.55
AREA 2:
(1) Leverman...............$ 59.95 37.55
(2) Dredge Dozer; Heavy
duty repairman.............$ 54.99 37.55
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 53.87 37.55
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 50.57 37.55

AREA DESCRIPTIONS
AREA 1: ALAMEDA,BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2: MODOC COUNTY 98
THE REMAINGING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder
FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Except Eastern part
Area 2: Eastern part

MONTERREY COUNTY
Area 1: Except Southwestern part
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:

Area 1: Al but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Remainder
TEHAMA COUNTY:

Area 1: All but the Western border with Mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeastern border with Shasta County
Area 2: Remainder
TUOLUMNE COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
---------------------------------------------------------------- ENGI0003-019 06/29/2020 99

SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1.....................$ 39.95 30.28
AREA 2.....................$ 41.95 30.28
GROUP 2
AREA 1.....................$ 36.35 30.28
AREA 2.....................$ 38.35 30.28
GROUP 3
AREA 1.....................$ 31.74 30.28
AREA 2.....................$ 33.74 30.28
GROUP DESCRIPTIONS:

GROUP 1: Landscape Finish Grade Operator: All finish grade work regardless of equipment used, and all equipment with a rating more than 65 HP.

GROUP 2: Landscape Operator up to 65 HP: All equipment with a manufacturer's rating of 65 HP or less except equipment covered by Group 1 or Group 3. The following equipment
shall be included except when used for finish work as long as manufacturer's rating is 65 HP or less: A-Frame and
Winch Truck, Backhoe, Forklift, Hydragraphic Seeder
Machine, Roller, Rubber-Tired and Track Earthmoving
Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up to 65 HP.

GROUP 3: Landscae Utility Operator: Small Rubber-Tired
Tractor, Trencher Under 31 HP.

AREA DESCRIPTIONS:

AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2 - MODOC COUNTY
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
DEL NORTE COUNTY:

Area 1: Extreme Southwestern corner
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder

FRESNO COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:

Area 1: Southern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY 100
Area 1: Remainder
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
MENDOCINO COUNTY:

Area 1: Central and Southeastern parts
Area 2: Remainder

MONTEREY COUNTY
Area 1: Remainder
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:

Area 1: All but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Reaminder
TEHAMA COUNTY:

Area 1: All but the Western border with mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeaster border with Shasta County
Area 2: Remainder
TULARE COUNTY;
Area 1: Remainder
Area 2: Eastern part
TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- ENGI0003-038 06/28/2023
""AREA 1"" WAGE RATES ARE LISTED BELOW
""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1 RATES.

SEE AREA DEFINITIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(AREA 1:)
GROUP 1.....................$ 60.72 31.03
GROUP 2.....................$ 59.19 31.03
GROUP 3.....................$ 57.71 31.03
GROUP 4.....................$ 56.33 31.03
GROUP 5.....................$ 55.06 31.03
GROUP 6.....................$ 53.74 31.03
GROUP 7.....................$ 52.60 31.03
GROUP 8.....................$ 51.46 31.03
GROUP 8-A...................$ 49.25 31.03
OPERATOR: Power Equipment
(Cranes and Attachments -
AREA 1:)
GROUP 1 101
Cranes.....................$ 52.30 31.15
Oiler......................$ 43.79 31.15
Truck crane oiler..........$ 46.08 31.15
GROUP 2
Cranes.....................$ 50.54 31.15
Oiler......................$ 42.83 31.15
Truck crane oiler..........$ 45.07 31.15
GROUP 3
Cranes.....................$ 48.80 31.15
Hydraulic..................$ 44.44 31.15
Oiler......................$ 42.55 31.15
Truck crane oiler..........$ 44.83 31.15
GROUP 4
Cranes.....................$ 45.76 31.15
OPERATOR: Power Equipment
(Piledriving - AREA 1:)
GROUP 1
Lifting devices............$ 52.64 31.15
Oiler......................$ 43.38 31.15
Truck Crane Oiler..........$ 45.66 31.15
GROUP 2
Lifting devices............$ 50.82 31.15
Oiler......................$ 43.11 31.15
Truck Crane Oiler..........$ 45.41 31.15
GROUP 3
Lifting devices............$ 49.14 31.15
Oiler......................$ 42.89 31.15
Truck Crane Oiler..........$ 45.12 31.15
GROUP 4
Lifting devices............$ 47.37 31.15
GROUP 5
Lifting devices............$ 44.73 31.15
GROUP 6
Lifting devices............$ 42.50 31.15
OPERATOR: Power Equipment
(Steel Erection - AREA 1:)
GROUP 1
Cranes.....................$ 53.27 31.15
Oiler......................$ 43.72 31.15
Truck Crane Oiler..........$ 45.95 31.15
GROUP 2
Cranes.....................$ 51.50 31.15
Oiler......................$ 43.45 31.15
Truck Crane Oiler..........$ 45.73 31.15
GROUP 3
Cranes.....................$ 50.02 31.15
Hydraulic..................$ 45.07 31.15
Oiler......................$ 43.23 31.15
Truck Crane Oiler..........$ 45.46 31.15
GROUP 4
Cranes.....................$ 48.00 31.15
GROUP 5
Cranes.....................$ 46.70 31.15
OPERATOR: Power Equipment
(Tunnel and Underground Work
- AREA 1:)
SHAFTS, STOPES, RAISES:

GROUP 1....................$ 56.82 31.03
GROUP 1-A..................$ 49.99 31.15
GROUP 1A...................$ 59.29 31.03
GROUP 2....................$ 55.56 31.03
GROUP 3....................$ 54.23 31.03
GROUP 4....................$ 53.09 31.03
GROUP 5....................$ 51.95 31.03
UNDERGROUND:

GROUP 1....................$ 47.42 31.15
GROUP 1-A..................$ 49.89 31.15
GROUP 2....................$ 46.16 31.15
GROUP 3....................$ 44.83 31.15
GROUP 4....................$ 43.69 31.15
GROUP 5....................$ 42.55 31.15
FOOTNOTE: Work suspended by ropes or cables, or work on a Yo-Yo Cat: $.60 per hour additional.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Operator of helicopter (when used in erection work); Hydraulic excavator, 7 cu. yds. and over; Power shovels, over 7 cu. yds.

GROUP 2: Highline cableway; Hydraulic excavator, 3-1/2 cu. yds. up to 7 cu. yds.; Licensed construction work boat
operator, on site; Power blade operator (finish); Power shovels, over 1 cu. yd. up to and including 7 cu. yds.
m.r.c.

GROUP 3: Asphalt milling machine; Cable backhoe; Combination backhoe and loader over 3/4 cu. yds.; Continuous flight tie 102 back machine assistant to engineer or mechanic; Crane
mounted continuous flight tie back machine, tonnage to
apply; Crane mounted drill attachment, tonnage to apply; Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2 cu. yds.; Loader 4 cu. yds. and over; Long reach excavator; Multiple engine scraper (when used as push pull); Power shovels, up to and including 1 cu. yd.; Pre-stress wire wrapping machine; Side boom cat, 572 or larger; Track
loader 4 cu. yds. and over; Wheel excavator (up to and
including 750 cu. yds. per hour)
GROUP 4: Asphalt plant engineer/box person; Chicago boom; Combination backhoe and loader up to and including 3/4 cu. yd.; Concrete batch plant (wet or dry); Dozer and/or push cat; Pull- type elevating loader; Gradesetter, grade
checker (GPS, mechanical or otherwise); Grooving and
grinding machine; Heading shield operator; Heavy-duty
drilling equipment, Hughes, LDH, Watson 3000 or similar; Heavy-duty repairperson and/or welder; Lime spreader;
Loader under 4 cu. yds.; Lubrication and service engineer (mobile and grease rack); Mechanical finishers or spreader machine (asphalt, Barber-Greene and similar); Miller
Formless M-9000 slope paver or similar; Portable crushing and screening plants; Power blade support; Roller operator, asphalt; Rubber-tired scraper, self-loading (paddle-wheels, etc.); Rubber- tired earthmoving equipment (scrapers); Slip form paver (concrete); Small tractor with drag; Soil
stabilizer (P & H or equal); Spider plow and spider puller; Tubex pile rig; Unlicensed constuction work boat operator, on site; Timber skidder; Track loader up to 4 yds.;
Tractor-drawn scraper; Tractor, compressor drill
combination; Welder; Woods-Mixer (and other similar Pugmill equipment)
GROUP 5: Cast-in-place pipe laying machine; Combination slusher and motor operator; Concrete conveyor or concrete pump, truck or equipment mounted; Concrete conveyor,
building site; Concrete pump or pumpcrete gun; Drilling equipment, Watson 2000, Texoma 700 or similar; Drilling and boring machinery, horizontal (not to apply to waterliners, wagon drills or jackhammers); Concrete mixer/all; Person and/or material hoist; Mechanical finishers (concrete)
(Clary, Johnson, Bidwell Bridge Deck or similar types); Mechanical burm, curb and/or curb and gutter machine,
concrete or asphalt); Mine or shaft hoist; Portable
crusher; Power jumbo operator (setting slip-forms, etc., in tunnels); Screed (automatic or manual); Self-propelled
compactor with dozer; Tractor with boom D6 or smaller;
Trenching machine, maximum digging capacity over 5 ft.
depth; Vermeer T-600B rock cutter or similar
GROUP 6: Armor-Coater (or similar); Ballast jack tamper; Boom- type backfilling machine; Assistant plant engineer; Bridge and/or gantry crane; Chemical grouting machine,
truck-mounted; Chip spreading machine operator; Concrete saw (self-propelled unit on streets, highways, airports and canals); Deck engineer; Drilling equipment Texoma 600,
Hughes 200 Series or similar up to and including 30 ft. m.r.c.; Drill doctor; Helicopter radio operator;
Hydro-hammer or similar; Line master; Skidsteer loader, Bobcat larger than 743 series or similar (with
attachments); Locomotive; Lull hi-lift or similar; Oiler, truck mounted equipment; Pavement breaker, truck-mounted, with compressor combination; Paving fabric installation and/or laying machine; Pipe bending machine (pipelines
only); Pipe wrapping machine (tractor propelled and
supported); Screed (except asphaltic concrete paving);
Self- propelled pipeline wrapping machine; Tractor;
Self-loading chipper; Concrete barrier moving machine
GROUP 7: Ballast regulator; Boom truck or dual-purpose
A-frame truck, non-rotating - under 15 tons; Cary lift or similar; Combination slurry mixer and/or cleaner; Drilling equipment, 20 ft. and under m.r.c.; Firetender (hot plant); Grouting machine operator; Highline cableway signalperson; Stationary belt loader (Kolman or similar); Lift slab
machine (Vagtborg and similar types); Maginnes internal full slab vibrator; Material hoist (1 drum); Mechanical trench shield; Pavement breaker with or without compressor combination); Pipe cleaning machine (tractor propelled and supported); Post driver; Roller (except asphalt); Chip
Seal; Self-propelled automatically applied concrete curing mahcine (on streets, highways, airports and canals);
Self-propelled compactor (without dozer); Signalperson; Slip-form pumps (lifting device for concrete forms); Tie spacer; Tower mobile; Trenching machine, maximum digging capacity up to and including 5 ft. depth; Truck- type loader GROUP 8: Bit sharpener; Boiler tender; Box operator;
Brakeperson; Combination mixer and compressor 103
(shotcrete/gunite); Compressor operator; Deckhand; Fire tender; Forklift (under 20 ft.); Generator;
Gunite/shotcrete equipment operator; Hydraulic monitor; Ken seal machine (or similar); Mixermobile; Oiler; Pump
operator; Refrigeration plant; Reservoir-debris tug (self- propelled floating); Ross Carrier (construction site);
Rotomist operator; Self-propelled tape machine; Shuttlecar; Self-propelled power sweeper operator (includes vacuum
sweeper); Slusher operator; Surface heater; Switchperson; Tar pot firetender; Tugger hoist, single drum; Vacuum
cooling plant; Welding machine (powered other than by
electricity)
GROUP 8-A: Elevator operator; Skidsteer loader-Bobcat 743 series or smaller, and similar (without attachments); Mini excavator under 25 H.P. (backhoe-trencher); Tub grinder wood chipper
----------------------------------------------------------

ALL CRANES AND ATTACHMENTS
GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over 100 tons; Derrick, over 100 tons; Derrick barge
pedestal-mounted, over 100 tons; Self-propelled boom-type lifting device, over 100 tons
GROUP 2: Clamshell and dragline over 1 cu. yd. up to and including 7 cu. yds.; Crane, over 45 tons up to and
including 100 tons; Derrick barge, 100 tons and under;
Self-propelled boom-type lifting device, over 45 tons;
Tower crane
GROUP 3: Clamshell and dragline up to and including 1 cu. yd.; Cranes 45 tons and under; Self-propelled boom-type lifting device 45 tons and under;
GROUP 4: Boom Truck or dual purpose A-frame truck,
non-rotating over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) - under 15 tons;
-----------------------------------------------------------

PILEDRIVERS
GROUP 1: Derrick barge pedestal mounted over 100 tons;
Clamshell over 7 cu. yds.; Self-propelled boom-type lifting device over 100 tons; Truck crane or crawler, land or barge mounted over 100 tons
GROUP 2: Derrick barge pedestal mounted 45 tons to and
including 100 tons; Clamshell up to and including 7 cu. yds.; Self-propelled boom-type lifting device over 45 tons; Truck crane or crawler, land or barge mounted, over 45 tons up to and including 100 tons; Fundex F-12 hydraulic pile rig GROUP 3: Derrick barge pedestal mounted under 45 tons; Self- propelled boom-type lifting device 45 tons and under;
Skid/scow piledriver, any tonnage; Truck crane or crawler, land or barge mounted 45 tons and under
GROUP 4: Assistant operator in lieu of assistant to engineer; Forklift, 10 tons and over; Heavy-duty repairperson/welder GROUP 5: Deck engineer
GROUP 6: Deckhand; Fire tender
-------------------------------------------------------------

STEEL ERECTORS
GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self- propelled boom-type lifting device over 100 tons
GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100 tons; Self-propelled boom-type lifting device over 45 tons to 100 tons; Tower crane
GROUP 3: Crane, 45 tons and under; Self-propelled boom-type lifting device, 45 tons and under
GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy-duty repair person/welder
GROUP 5: Boom cat 104
-------------------------------------------------------------- --

TUNNEL AND UNDERGROUND WORK
GROUP 1-A: Tunnel bore machine operator, 20' diameter or more

GROUP 1: Heading shield operator; Heavy-duty repairperson; Mucking machine (rubber tired, rail or track type); Raised bore operator (tunnels); Tunnel mole bore operator
GROUP 2: Combination slusher and motor operator; Concrete pump or pumpcrete gun; Power jumbo operator
GROUP 3: Drill doctor; Mine or shaft hoist
GROUP 4: Combination slurry mixer cleaner; Grouting Machine operator; Motorman
GROUP 5: Bit Sharpener; Brakeman; Combination mixer and compressor (gunite); Compressor operator; Oiler; Pump
operator; Slusher operator
----------------------------------------------------------- AREA DESCRIPTIONS:

POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND UNDERGROUND [These areas do not apply to Piledrivers and Steel Erectors]
AREA 1: DEL NORTE, HUMBOLDT, LAKE, MENDOCINO
AREA 2 -NOTED BELOW
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

DEL NORTE COUNTY:

Area 1: Extreme Southwest corner
Area 2: Remainder
HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:

Area 1: Southern part
Area 2: Remainder
MENDOCINO COUNTY:

Area 1: Central and Southeastern Parts
Area 2: Remainder
---------------------------------------------------------------- IRON0118-012 01/01/2024
ALPINE, LASSEN, MODOC, SISKIYOU and TRINITY COUNTIES
Rates Fringes
IRONWORKER.......................$ 41.00 34.20
---------------------------------------------------------------- IRON0118-013 01/01/2024

AMADOR, BUTTE, COLUSA,EL DORADO, GLENN,MARIN, NAPA, NEVADA,

PLACER,PLUMAS, SACRAMENTO, SHASTA, SIERRA, SOLANO, SONOMA, SUTTER, TEHAMA, YOLO and YUBA COUNTIES
Rates Fringes
IRONWORKER.......................$ 47.45 34.90
---------------------------------------------------------------- LABO0067-003 06/26/2023
AREA ""1"" - MARIN and NAPA COUNTIES
AREA ""2"" - ALPINE, AMADOR, BUTTE COLUSA EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY,

YOLO, AND YUBA COUNTIES
Rates Fringes

LABORER (ASBESTOS/MOLD/LEAD

LABORER)
Marin and Napa Counties.....$ 36.50 28.34
Remaining Counties..........$ 35.50 28.34
---------------------------------------------------------------- 105
LABO0067-005 06/27/2022
AREA ""A"" - ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND

SANTA CLARA COUNTIES
AREA ""B"" - ALPINE, AMADOR, BUTTE, CALAVERAS, COLUSA, DEL

NORTE, EL DORADO, FRESNO, GLENN, HUMBOLDT, KINGS, LAKE, LASSEN,

MADERA, MARIPOSA, MENDOCINO, MERCED, MODOC, MONTEREY, NEVADA,

PLACER, PLUMAS, SANCREMENTO, SAN BENITO, SAN JOAQUIN, SANTA

CRUZ, SIERRA, SHASTA, SISKIYOU, STANISLAUS, TEHAMA, TRINITY,

TULARE, TUOLUMNE, YOLO AND YOUBA COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person
Area A.....................$ 36.01 26.10
Area B.....................$ 35.01 26.10
Traffic Control Person I
Area A.....................$ 36.31 26.10
Area B.....................$ 35.31 26.10
Traffic Control Person II
Area A.....................$ 33.81 26.10
Area B.....................$ 32.81 26.10
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0185-002 07/01/2023

ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,

NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU,

SUTTER, TEHAMA, TRINITY, YOLO AND YUBA COUNTIES
Rates Fringes

LABORER
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO0185-005 06/26/2023

ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,

NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU,

SUTTER, TEHAMA, TRINITY, YOLO AND YUBA COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman 106
---------------------------------------------------------------- LABO0185-006 06/26/2023

ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,

NEVADA, PLACER, PLUMAS, SACRAMENTO, SHIASTA, SIERRA, SISKIYOU,

SUTTER, TEHAMA, TRINITY, YOLO, YUBA COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA B:)
(1) New Construction........$ 35.25 27.30
(2) Establishment Warranty
Period......................$ 28.94 27.30
LABORER (GUNITE - AREA B:)
GROUP 1.....................$ 36.46 27.30
GROUP 2.....................$ 35.96 27.30
GROUP 3.....................$ 35.37 27.30
GROUP 4.....................$ 35.25 27.30
LABORER (WRECKING - AREA B:)
GROUP 1.....................$ 35.50 27.30
GROUP 2.....................$ 35.35 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos 107 and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman 108
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0185-008 07/01/2023
Rates Fringes
Plasterer tender.................$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0261-002 07/01/2023

MARIN COUNTY
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 37.26 27.30
Traffic Control Person I....$ 37.56 27.30
Traffic Control Person II...$ 35.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

MARIN COUNTY
Rates Fringes
Tunnel and Shaft Laborers:

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0261-007 07/01/2023

MARIN COUNTY
Rates Fringes 109

LABORER
Mason Tender-Brick..........$ 37.54 25.55
---------------------------------------------------------------- LABO0261-010 06/26/2023

MARIN COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 31.37 23.20
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
FOOTNOTES:

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker 110
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman 111
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0261-015 07/01/2023
Rates Fringes
Plasterer tender.................$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0324-004 07/01/2023

NAPA, SOLANO, AND SONOMA, COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 36.26 27.30
Traffic Control Person I....$ 36.56 27.30
Traffic Control Person II...$ 34.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

NAPA, SOLANO, AND SONOMA COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0324-010 07/01/2023

SOLANO AND SONOMA COUNTIES
Rates Fringes
LABORER 112
Mason Tender-Brick..........$ 36.84 26.24
---------------------------------------------------------------- LABO0324-013 06/26/2023

NAPA, SOLANO, AND SONOMA COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 36.08 27.30
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker 113
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman 114
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0324-019 07/01/2023
Rates Fringes
Plasterer tender.................$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0016-004 01/01/2024

MARIN, NAPA, SOLANO & SONOMA COUNTIES
Rates Fringes
Painters:........................$ 50.51 27.66
PREMIUMS:

EXOTIC MATERIALS - $1.25 additional per hour.

SPRAY WORK: - $0.50 additional per hour.

INDUSTRIAL PAINTING - $0.25 additional per hour
[Work on industrial buildings used for the manufacture and processing of goods for sale or service; steel construction (bridges), stacks, towers, tanks, and similar structures] HIGH WORK:
over 50 feet - $2.00 per hour additional
100 to 180 feet - $4.00 per hour additional
Over 180 feet - $6.00 per houir additional
---------------------------------------------------------------- PAIN0016-005 01/01/2024
ALPINE, BUTTE, COLUSA, EL DORADO (west of the Sierra Nevada Mountains), GLENN, LASSEN (west of Hwy. 395, excluding Honey Lake); MARIN, MODOC, NAPA, NEVADA (west of the Sierra Nevada Mountains), PLACER (west of the Sierra Nevada Mountains), PLUMAS, SACRAMENTO, SHASTA, SIERRA (west of the Sierra Nevada Mountains), SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY,

YOLO AND YUBA COUNTIES
Rates Fringes
DRYWALL FINISHER/TAPER...........$ 56.28 29.94
---------------------------------------------------------------- PAIN0016-007 01/01/2024
ALPINE, AMADOR, BUTTE, COLUSA. EL DORADO (west of the Sierra Nevada Mountains), GLENN, LASSEN (west of Highway 395,
excluding Honey Lake), MODOC, NEVADA (west of the Sierra Nevada Mountains), PLACER (west of the Sierra Nevada Mountains), PLUMAS, SACRAMENTO, SHASTA, SIERRA (west of the Sierra Nevada Mountains), SISKIYOU, SUTTER, TEHAMA, TRINITY, YOLO & YUBA

COUNTIES
Rates Fringes
Painters:........................$ 40.85 22.40
SPRAY/SANDBLAST: $0.50 additional per hour.

EXOTIC MATERIALS: $1.25 additional per hour.

HIGH TIME: Over 50 ft above ground or water level $2.00 additional per hour. 100 to 180 ft above ground or water level $4.00 additional per hour. Over 180 ft above ground or water level $6.00 additional per hour.
---------------------------------------------------------------- * PAIN0016-008 01/01/2024

MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
SOFT FLOOR LAYER.................$ 59.00 33.03
---------------------------------------------------------------- PAIN0169-004 01/01/2024 115
MARIN , NAPA & SONOMA COUNTIES; SOLANO COUNTY (west of a line defined as follows: Hwy. 80 corridor beginning at the City of Fairfield, including Travis Air Force Base and Suisun City; going north of Manakas Corner Rd., continue north on Suisun Valley Rd. to the Napa County line; Hwy. 80 corridor south on Grizzly Island Rd. to the Grizzly Island Management area) Rates Fringes
GLAZIER..........................$ 56.22 34.00
---------------------------------------------------------------- * PAIN0567-001 07/01/2022
EL DORADO COUNTY (east of the Sierra Nevada Mountains); LASSEN COUNTY (east of Highway 395, beginning at Stacey and including Honey Lake); NEVADA COUNTY (east of the Sierra Nevada
Mountains); PLACER COUNTY (east of the Sierra Nevada
Mountains); AND SIERRA COUNTY (east of the Sierra Nevada Mountains)
Rates Fringes
Painters:

Brush and Roller............$ 33.15 14.29
Spray Painter & Paperhanger.$ 34.81 14.29
PREMIUMS:

Special Coatings (Brush), and Sandblasting = $0.50/hr
Special Coatings (Spray), and Steeplejack = $1.00/hr
Special Coating Spray Steel = $1.25/hr
Swing Stage = $2.00/hr
*A special coating is a coating that requires the mixing of 2 or more products.
---------------------------------------------------------------- PAIN0567-007 07/01/2022
EL DORADO COUNTY (east of the Sierra Nevada Mountains); LASSEN COUNTY (east of Highway 395, beginning at Stacey and including Honey Lake); NEVADA COUNTY (east of the Sierra Nevada
Mountains); PLACER COUNTY (east of the Sierra Nevada Mountains) AND SIERRA COUNTY (east of the Sierra Nevada Mountains) Rates Fringes
SOFT FLOOR LAYER.................$ 34.27 16.47
---------------------------------------------------------------- PAIN0567-010 07/01/2022
EL DORADO COUNTY (east of the Sierra Nevada Mountains); LASSEN COUNTY (east of Highway 395, beginning at Stacey and including Honey Lake); NEVADA COUNTY (east of the Sierra Nevada
Mountains); PLACER COUNTY (east of the Sierra Nevada
Mountains); AND SIERRA COUNTY (east of the Sierra Nevada Mountains)
Rates Fringes
Drywall
(1) Taper...................$ 38.92 14.99
(2) Steeplejack - Taper,
over 40 ft with open space
below.......................$ 40.42 14.99
---------------------------------------------------------------- PAIN0767-004 01/01/2024

ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,

NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SOLANO (Remainder), SUTTER, TEHAMA, TRINITY, YOLO, YUBA Rates Fringes
GLAZIER..........................$ 43.25 35.62
PAID HOLIDAYS: New Year's Day, Martin Luther King, Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day.

Employee required to wear a body harness shall receive $1.50 per hour above the basic hourly rate at any elevation.
---------------------------------------------------------------- PAIN1176-001 07/01/2022 116
HIGHWAY IMPR0VEMENT
Rates Fringes
Parking Lot Striping/Highway
Marking:

GROUP 1.....................$ 40.83 17.62
GROUP 2.....................$ 34.71 17.62
GROUP 3.....................$ 35.11 17.62

CLASSIFICATIONS
GROUP 1: Striper: Layout and application of painted traffic stripes and marking; hot thermo plastic; tape, traffic
stripes and markings
GROUP 2: Gamecourt & Playground Installer
GROUP 3: Protective Coating, Pavement Sealing
---------------------------------------------------------------- PAIN1237-001 01/01/2024
ALPINE; COLUSA; EL DORADO (west of the Sierra Nevada
Mountains); GLENN; LASSEN (west of Highway 395, beginning at Stacey and including Honey Lake); MODOC; NEVADA (west of the Sierra Nevada Mountains); PLACER (west of the Sierra Nevada Mountains); PLUMAS; SACRAMENTO; SHASTA; SIERRA (west of the Sierra Nevada Mountains); SISKIYOU; SUTTER; TEHAMA; TRINITY;

YOLO AND YUBA COUNTIES
Rates Fringes
SOFT FLOOR LAYER.................$ 48.54 26.59
---------------------------------------------------------------- PLAS0300-003 07/01/2018
Rates Fringes

PLASTERER
AREA 295: Alpine, Amador,
Butte, Colusa, El Dorado,
Glenn, Lassen, Modoc,
Nevada, Placer, Plumas,
Sacramento, Shasta,
Sierra, Siskiyou, Solano,
Sutter, Tehema, Trinity,
Yolo & Yuba Counties........$ 32.70 31.68
AREA 355: Marin.............$ 36.73 31.68
AREA 355: Napa & Sonoma
Counties....................$ 32.70 31.68
---------------------------------------------------------------- PLAS0300-005 07/01/2016
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 32.15 23.27
---------------------------------------------------------------- PLUM0038-002 07/01/2022

MARIN AND SONOMA COUNTIES
Rates Fringes
PLUMBER (Plumber,
Steamfitter, Refrigeration
Fitter)
(1) Work on wooden frame
structures 5 stories or
less excluding high-rise
buildings and commercial
work such as hospitals,
prisons, hotels, schools,
casinos, wastewater
treatment plants, and
resarch facilities as well
as refrigeration
pipefitting, service and
repair work - MARKET
RECOVERY RATE...............$ 69.70 46.38
(2) All other work - NEW
CONSTRUCTION RATE...........$ 82.00 48.18
---------------------------------------------------------------- PLUM0038-006 07/01/2022

MARIN & SONOMA COUNTIES
Rates Fringes
117
Landscape/Irrigation Fitter
(Underground/Utility Fitter).....$ 69.70 33.15
---------------------------------------------------------------- PLUM0228-001 01/01/2024

BUTTE, COLUSA, GLENN, LASSEN, MODOC, PLUMAS, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHAMA, TRINITY & YUBA COUNTIES
Rates Fringes
PLUMBER..........................$ 46.75 39.29
---------------------------------------------------------------- PLUM0343-001 07/01/2022

NAPA AND SOLANO COUNTIES
Rates Fringes

PLUMBER/PIPEFITTER
Light Commercial............$ 30.85 20.40
All Other Work..............$ 58.00 40.48
DEFINITION OF LIGHT COMMERICIAL:

Work shall include strip shopping centers, office buildings, schools and other commercial structures which the total plumbing bid does not exceed Two Hundred and Fifty Thousand ($250,000) and the total heating and cooling does not
exceed Two Hundred Fifty Thousand ($250,000); or Any
projects bid in phases shall not qualify unless the total project is less than Two Hundred Fifty Thousand ($250,000) for the plumbing bid; and Two Hundred Fifty Thousand
($250,000) for the heating and cooling bid. Excluded are hospitals, jails, institutions and industrial projects, regardless size of the project
FOOTNOTES: While fitting galvanized material: $.75 per hour additional. Work from trusses, temporary staging,
unguarded structures 35' from the ground or water: $.75 per hour additional. Work from swinging scaffolds, boatswains chairs or similar devices: $.75 per hour additional.
---------------------------------------------------------------- PLUM0350-001 08/01/2023
EL DORADO COUNTY (Lake Tahoe area only); NEVADA COUNTY (Lake Tahoe area only); AND PLACER COUNTY (Lake Tahoe area only) Rates Fringes
PLUMBER/PIPEFITTER...............$ 52.14 18.71
---------------------------------------------------------------- PLUM0355-001 07/01/2022

ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,

NAPA, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,

SISKIYOU, SOLANO, SUTTER, TEHAMA, TRINITY, YOLO, AND YUBA

COUNTIES
Rates Fringes
Underground Utility Worker
/Landscape Fitter...........$ 32.22 17.55
---------------------------------------------------------------- PLUM0442-003 01/01/2024
AMADOR (South of San Joaquin River) and ALPINE COUNTIES Rates Fringes
PLUMBER..........................$ 52.90 36.39
---------------------------------------------------------------- PLUM0447-001 07/01/2023
AMADOR (north of San Joaquin River), EL DORADO (excluding Lake Tahoe area), NEVADA (excluding Lake Tahoe area); PLACER (excluding Lake Tahoe area), SACRAMENTO AND YOLO COUNTIES Rates Fringes

PLUMBER/PIPEFITTER
Journeyman..................$ 61.12 28.75
Light Commercial Work.......$ 36.23 17.72
---------------------------------------------------------------- ROOF0081-006 08/01/2023 118

MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
Roofer...........................$ 52.47 22.31
---------------------------------------------------------------- ROOF0081-007 08/01/2023

ALPINE, BUTTE, COLUSA, EL DORADO, GLENN,LASSEN, MODOC, NEVADA,

PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SUTTER,

TEHAMA, TRINITY, YOLO, AND YUBA COUNTIES
Rates Fringes
Roofer...........................$ 46.73 21.36
---------------------------------------------------------------- SFCA0483-003 01/01/2024

MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
SPRINKLER FITTER (Fire
Sprinklers)......................$ 74.63 38.51
---------------------------------------------------------------- SFCA0669-003 01/01/2024

ALPINE, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC, NEVADA,

PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SUTTER,

TEHAMA, TRINITY, YOLO AND YUBA COUNTIES
Rates Fringes
SPRINKLER FITTER.................$ 46.46 27.97
---------------------------------------------------------------- SHEE0104-006 06/29/2020

MARIN, NAPA, SOLANO SONOMA & TRINITY COUNTIES
Rates Fringes
Sheet Metal Worker
Mechanical Contracts
$200,000 or less............$ 55.92 45.29
All other work..............$ 64.06 46.83
---------------------------------------------------------------- SHEE0104-009 07/01/2021

AMADOR, COLUSA, EL DORADO, NEVADA, PLACER, SACRAMENTO, SUTTER,

YOLO AND YUBA COUNTIES
Rates Fringes
SHEET METAL WORKER...............$ 47.85 41.90
---------------------------------------------------------------- SHEE0104-010 07/01/2020
AlPINE COUNTY
Rates Fringes
SHEET METAL WORKER...............$ 43.50 37.42
---------------------------------------------------------------- SHEE0104-011 07/01/2020

BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC, NEVADA, PLACER,

PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SUTTER, TEHAMA,

YOLO AND YUBA COUNTIES
Rates Fringes
Sheet Metal Worker (Metal
decking and siding only).........$ 44.45 35.55
---------------------------------------------------------------- SHEE0104-014 07/01/2020

MARIN, NAPA, SOLANO, SONOMA AND TRINITY COUNTIES
Rates Fringes
SHEET METAL WORKER (Metal
Decking and Siding only).........$ 44.45 35.55
---------------------------------------------------------------- SHEE0104-019 07/01/2020
BUTTE, GLENN, LASSEN, MODOC, PLUMAS, SHASTA, SIERRA, SISKIYOU 119

AND TEHAMA COUNTIES
Rates Fringes

SHEET METAL WORKER
Mechanical Jobs $200,000 &
under.......................$ 35.16 35.88
Mechanical Jobs over
$200,000....................$ 46.60 40.21
---------------------------------------------------------------- TEAM0094-001 07/01/2022
Rates Fringes
Truck drivers:

GROUP 1.....................$ 36.95 31.14
GROUP 2.....................$ 37.25 31.14
GROUP 3.....................$ 37.55 31.14
GROUP 4.....................$ 37.90 31.14
GROUP 5.....................$ 38.25 31.14
FOOTNOTES:

Articulated dump truck; Bulk cement spreader (with or without auger); Dumpcrete truck; Skid truck (debris box); Dry
pre-batch concrete mix trucks; Dumpster or similar type; Slurry truck: Use dump truck yardage rate.

Heater planer; Asphalt burner; Scarifier burner; Industrial lift truck (mechanical tailgate); Utility and clean-up
truck: Use appropriate rate for the power unit or the
equipment utilized.

TRUCK DRIVER CLASSIFICATIONS
GROUP 1: Dump trucks, under 6 yds.; Single unit flat rack (2- axle unit); Nipper truck (when flat rack truck is used
appropriate flat rack shall apply); Concrete pump truck (when flat rack truck is used appropriate flat rack shall apply); Concrete pump machine; Fork lift and lift jitneys; Fuel and/or grease truck driver or fuel person; Snow buggy; Steam cleaning; Bus or personhaul driver; Escort or pilot car driver; Pickup truck; Teamster oiler/greaser and/or serviceperson; Hook tender (including loading and
unloading); Team driver; Tool room attendant (refineries) GROUP 2: Dump trucks, 6 yds. and under 8 yds.; Transit
mixers, through 10 yds.; Water trucks, under 7,000 gals.; Jetting trucks, under 7,000 gals.; Single-unit flat rack (3-axle unit); Highbed heavy duty transport; Scissor truck; Rubber-tired muck car (not self-loaded); Rubber-tired truck jumbo; Winch truck and ""A"" frame drivers; Combination winch truck with hoist; Road oil truck or bootperson;
Buggymobile; Ross, Hyster and similar straddle carriers; Small rubber-tired tractor
GROUP 3: Dump trucks, 8 yds. and including 24 yds.; Transit mixers, over 10 yds.; Water trucks, 7,000 gals. and over; Jetting trucks, 7,000 gals. and over; Vacuum trucks under 7500 gals. Trucks towing tilt bed or flat bed pull
trailers; Lowbed heavy duty transport; Heavy duty transport tiller person; Self- propelled street sweeper with
self-contained refuse bin; Boom truck - hydro-lift or
Swedish type extension or retracting crane; P.B. or similar type self-loading truck; Tire repairperson; Combination bootperson and road oiler; Dry distribution truck (A
bootperson when employed on such equipment, shall receive the rate specified for the classification of road oil
trucks or bootperson); Ammonia nitrate distributor, driver and mixer; Snow Go and/or plow
GROUP 4: Dump trucks, over 25 yds. and under 65 yds.; Water pulls - DW 10's, 20's, 21's and other similar equipment when pulling Aqua/pak or water tank trailers; Helicopter pilots (when transporting men and materials); Lowbedk Heavy Duty Transport up to including 7 axles; DW10's, 20's, 21's and other similar Cat type, Terra Cobra, LeTourneau Pulls, Tournorocker, Euclid and similar type equipment when
pulling fuel and/or grease tank trailers or other
miscellaneous trailers; Vacuum Trucks 7500 gals and over and truck repairman
GROUP 5: Dump trucks, 65 yds. and over; Holland hauler; Low bed Heavy Duty Transport over 7 axles
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental. 120
================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. 121
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION"

122
General Conditions
Page | 5-1
PART 5 GENERAL CONDITIONS
123
General Conditions
Page | 5-2

THIS PAGE IS INTENTIONALLY LEFT BLANK
124
General Conditions
Page | 5-3
PART 3: GENERAL CONDITIONS
SECTION 1

DEFINITIONS AND TERMS

1.01. GENERAL
Wherever the following abbreviations and terms, or pronouns in place of them, are used in these Conditions and other Contract Documents of which these Conditions are a part, the intent and meaning shall be interpreted as provided below.

1.02. ABBREVIATIONS
The following abbreviations may be used in the Contract Documents:

AA Aluminum Association
AASHTO American Association of State Highway/Transportation Officials ABMA American Boiler Manufacturer’s Association
ACI American Concrete Institute
AFBMA Anti-Friction Bearing Manufacturers Association
AGA American Gas Association
AGC Associated General Contractors
AGMA American Gear Manufacturer’s Association
AI The Asphalt Institute
AIA American Institute of Architects
AIEE American Institute of Electrical Engineers
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
ANSI American National Standards Institute, Inc.

APA American Plywood Association
API American Petroleum Institute
APWA American Public Works Association
ARA American Railway Association
AREA American Railway Engineering Association
ASCE American Society Civil Engineers
ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers
ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
AWG American Wire Gage
AWPA American Wood Preservers’ Association
AWS American Welding Society
AWWA American Water Works Association
BHMA Builders Hardware Manufacturers Association
CCMTC California Concrete Masonry Technical Committee
CRSI Concrete Reinforcement Steel Institute
ETL Electrical Testing Laboratory
FS Federal Specification
ICBO International Conference of Building Officials
IEEE The Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society
IPCEA Insulated Power Cable Engineers Association
JICS Joint Industry Conference Standards
KM Kinder Morgan
MBMA Metal Building Manufacturer’s Association 125
General Conditions
Page | 5-4
MSS Manufacturers Standardization Society of the Valve and Fitting Industry Standards
NBFU National Board of Fire Underwriters
NBS National Building Standards
NEC National Electrical Code
NEMA National Electrical Manufacturers Association
NFPA National Fire Protection Association
OSHA Occupational Safety and Health Act of 1970
PCA Portland Cement Association
SMACNA Sheet Metal and Air Conditioning Contractor’s National Association SSPC Steel Structures Painting Council
SSPWC Standard Specifications for Public Works Construction UBC Uniform Building Code
UL Underwriter’s Laboratory
UMC Uniform Mechanical Code
UPC Uniform Plumbing Code
USAS The United States of America Standard Institute
USBR United States Bureau of Reclamation
USPHS United States Public Health Service
WCLIB West Coast Lumber Inspection Bureau
WIC Woodwork Institute of California

1.03. DEFINITIONS
The intent and meaning of the following, wherever they appear in the Contract Documents, shall be interpreted as follows:

Acceptance - The formal Acceptance by the Engineer of the entire Contract, which has been completed in all respects in accordance with the Specifications and any, approved modifications.

Addenda - Any written change, clarification or supplement to documents issued for bidding, issued by the City or its Engineer prior to bid.

As Approved - The words “as approved”, unless otherwise qualified, shall be understood to be followed by the words “by the Engineer”.

As Shown, and As Indicated - The words “as shown” and “as indicated” shall be understood to be followed by the words “on the Plans”.

Award - The decision of the City Council to accept the proposal of the lowest responsible Bidder for the Work, subject to the execution and approval of a satisfactory contract therefore and bond to secure the performance thereof and to such other conditions as may be specified or required by law.

Bid - The offer of the Bidder for the Work when made out and submitted on the prescribed Bid form, properly signed and guaranteed. A Bid is also known as a Proposal.

Bid Security - The cash, cashier’s check, certified check, or bidder’s bond accompanying the Bid submitted by the bidder, as a guarantee that the Bidder will enter into a Contract with the City for the performance of Work herein described.

Bidder - Any individual, firm, partnership or corporation submitting a Bid for the Work contemplated, and acting directly or through a duly authorized representative.

Bureau - United States Bureau of Reclamation.
126
General Conditions
Page | 5-5
Calendar Day - Each day shown on the calendar.

Change Order - Written order issued by the Engineer to the Contractor covering changes in the Contract and establishing the bases of compensation and time adjustments for work affected by the changes.

City - The City of West Sacramento, also referred to as the Owner.

City Council or Council - The City Council of the City of West Sacramento.

City Standard Details - The standard details contained in the City Standard Specifications as modified.

City Standard Specifications - 2002 edition of the City of West Sacramento Standard Specifications and Details as amended to date of Bid submittal.

Claim - A separate demand by the Contractor for (i) a time extension, (ii) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (iii) an amount the payment of which is disputed by the City.

Contract - The written agreement covering the performance of the work and the furnishing of labor, materials, tools and equipment in the construction of the Work. The Contract shall include all Contract Documents and supplemental agreements amending or extending the work contemplated which may be required to complete the Work in a substantial and acceptable manner. Supplemental agreements are written agreements covering alterations, amendments, or extensions to the contract and include Addenda and change orders.

Contract Documents - Contract Documents is the collective term for all of the following documents and any other document incorporated therein by reference: Invitation to Bid, Accepted Bid (and all accompanying documents), Designation of Subcontractors, Construction Contract, Payment Bond to Accompany Contract, Performance Bond to Accompany Contract, General Conditions, Supplementary and Special Conditions, (if any), Drawings (and Specifications), Addenda, Change Orders, City of West Sacramento Standard Specifications, State of California Department of Transportation Standard Specifications 2018, Contractor’s Certification Regarding Workers’ Compensation.

Contractor - The person or persons, firm, partnership or corporation or other entity who has entered into the Contract with the City to perform the Work.

County - County of Yolo, California.

Date of Completion - Date of filing of the Notice of Completion with the Yolo County ClerkRecorder’s Office.

Date of Execution of the Contract - The date on which the Contract is signed by the City’s authorized representative.

Datum - The Figures given in the Specifications or upon the drawings after the word “Elevation” or an abbreviation of it, shall mean U.S.G.S. datum, unless otherwise noted.

Days - Unless otherwise designated, days as used in the Contract Documents shall mean calendar days.

Elevation - The figures given on the Plans or in the other Contract Documents after the word “elevation” or abbreviation of it shall mean the distance in feet above the standard datum used by the City. 127
General Conditions
Page | 5-6
Engineer - The City Engineer, or the person designated by the City as its engineering representative during the course of construction, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them.

Extra Work - Work other than that required either expressly or implied by the Contract in its executed form.

His – “His” shall include “her” and “its”.

Notice of Completion - notice of completion is the recorded project completion document filed with the Yolo County Clerk.

Or Equal - The term “or equal” shall be understood to indicate that the “equal” product be the equivalent or better than the product named in function, performance, reliability, quality, and general configuration. Determination of equality in reference to the project design requirements will be made by the Engineer.

Plans or Specification Drawings - The term “Plans” or “Specification Drawings” refers to the official plans, profiles, cross sections, elevations, details, and other Working Drawings and supplementary drawings, or reproductions thereof, signed by the Engineer, which show the location, character, dimensions, and details of the work to be performed. Plans may either be bound in the same book as the balance of the Contract Documents or bound in separate sets.

Regardless of the method of binding, Plans shall be part of the Contract Documents.

Plant - All physical, resources, facilities, machinery, equipment, staging, tools, work and storage space other than provided by the Contract, together with subsidiary essentials and necessary maintenance for proper construction and acceptable completion of the project.

Project - The entire Work to be completed under the Contract.

Project Manager - The person designated by the City as its project management representative during the course of construction, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them. The Project Manager will be the City Engineer unless the City designates a separate Project Manager.

When a Project Manager is used for a project, the Project Manager has full authority to act as the City Engineer unless the designation specifically states otherwise.

Shop Drawings - Drawings prepared by the fabricator or supplier showing the layout and details of components fabricated in a shop for inclusion in the permanent facility (e.g., structural steel, reinforcing steel, railings).

Site - The area upon or in which the Contractor’s operations are carried on and such other areas adjacent thereto as may be designated by the Engineer.

Specifications - The term “specifications” refers to the terms, provisions, and requirements contained herein. Where reference specifications, such as those of “ASTM”, “AASHTO”, etc. have been referred to, the applicable portions of such standard specifications shall become a part of these Contract Documents.

State - State of California.

State Standard Specifications - Standard Specifications issued by the State of California Department of Transportation, dated 2018, and as amended Bid in the supplemental conditions. 128
General Conditions
Page | 5-7
Subcontractor - The term “Subcontractor”, as employed herein, includes only those having a direct contract with the Contractor and it includes one who furnishes material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked and would be considered a supplier only.

Supplementary & Special Conditions Provisions - Additions, revisions, special directions, and requirements peculiar to a project and not otherwise thoroughly set forth in General and/or Specifications.

Time Limits - All time limits stated in the Contract Documents are of the essence of the Contract.

Work - All the work specified, indicated, shown or contemplated in the Contract Documents to construct the improvements, including all alterations, amendments or extensions thereto made by Change Order or other written orders of the Engineer.

Working Days - A Working day is defined as any day, except Saturdays, Sundays and legal holidays of the City.

Working Drawings - Drawings furnished by the Contractor showing the layout and details of temporary construction procedures and methods of construction, and data for construction equipment which are to be employed in the construction of the permanent facility (e.g., form drawings, erection drawings, load test pile procedures, pile hammer data, etc.).

Written Notice - “Written Notice” shall be deemed to have been duly served when delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by certified U.S. mail to the last business address known to the party who gives the notice as specified in the Contract.

Whenever in the Specifications or upon the drawings the words “directed”, “required”, “permitted”, “ordered”, “designated”, “prescribed”, or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Engineer is intended, and similarly the words “approved”, “acceptable”, “satisfactory”, or words of like import, shall mean approved or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated.
129
General Conditions
Page | 5-8

THIS PAGE IS INTENTIONALLY LEFT BLANK
130
General Conditions
Page | 5-9
SECTION 2

SCOPE OF WORK

2.01. INTENT OF CONTRACT DOCUMENTS
The intent of the Contract Documents is to prescribe the details for the construction and completion of the Work, which the Contractor undertakes to perform in accordance with the terms of the Contract. These General Conditions are meant to replace Division I of the State Standard Specifications for all City public works contracts which incorporate these General Conditions by reference.

Where the Specifications and Plans describe portions of the Work in general terms, but not in complete detail, it is understood that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment and incidentals and do all the Work involved in performing the Contract in a satisfactory and workmanlike manner.

The technical provisions are presented in sections for convenience. However, this presentation does not necessarily delineate trades or limits of responsibility. All sections of the Specifications and Plans are interdependent and applicable to the Project as a whole.

The Contract Documents are complementary, and what is called for in any one shall be as binding as if called for in all. Anything shown on the Drawings and not mentioned in the Specifications or mentioned in the Specifications and not shown on the Drawings shall have the same effect as if shown or mentioned respectively in both. Any work shown on one Drawing shall be construed to be shown in all Drawings and the Contractor will coordinate the Work and the Drawings.

If any portion of the Contract Documents shall be in conflict with any other portion, the various documents comprising the Contract Documents shall govern in the following order of precedence, unless otherwise specified: Change Orders; Addenda; Shop Drawings, Drawings, Supplementary and Special Conditions; Designation of Subcontractors; Construction Contract; General Conditions; City of West Sacramento Standard Specifications; State of California Department of Transportation Standard Specifications 2018.

Detail Drawings take precedence over General Drawings. As between schedules and other information given on Drawings, the Schedules shall govern. If an item is shown on any Drawing and not specifically included in Technical Specifications specific to this project, the Drawing shall govern. Any conflict or inconsistency between or in the drawings shall be submitted to the Engineer for clarification as soon as the Contractor becomes aware of such inconsistency.

2.02. CONTRACTOR’S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the Work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the Work, the general and local conditions, and all other matters which can in any way affect the Work under this Contract. No verbal agreement or conversation with any officer, agent or employee of the City, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations contained herein.
131
General Conditions
Page | 5-10

2.03. CHANGES IN THE WORK
(a) The City may, at any time, by written order, make changes in the Work as deemed necessary by the Engineer. Such changes include, but are not limited to:
(1) In the Specifications or Plans;
(2) In the sequence, method or manner of performance of the Work; (3) In the owner-furnished facilities, equipment, materials, services or site; and (4) Directing acceleration of the Work.
(b) If such changes cause an increase or decrease in the Contractor’s cost of, or time required for, performance of the Contract, an equitable adjustment will be made and the Contract modified in writing accordingly.
(1) Change Orders
A change pursuant to this section will be in the form of a Change Order, which will set forth the work to be done or the method by which the change and cost adjustment, if any, will be determined, and the time of completion of the work.

Upon receipt of a Change Order, the Contractor shall proceed with the ordered work. If ordered in writing by the Engineer, the Contractor shall proceed with the work so ordered prior to actual receipt of a Change Order.

A Change Order executed by the Contractor and approved by the Engineer is an executed Change Order as that term is used throughout this section. (2) Change Order Protests
A Change Order may be issued to the Contractor at any time. Should the Contractor disagree with any terms or conditions set forth in a Change Order, which he has not executed, he shall submit a written protest to the Engineer within fifteen (15) days after the receipt of such Change Order.

The protest shall state the points of disagreement and, if possible, the quantities and cost involved.

If a written protest is not submitted, payment will be made as set forth in the Change Order. Such payment shall constitute full compensation for all work included therein or required thereby. Such unprotested Change Orders shall be considered as executed Change Orders.

Where the protest concerning a Change Order relates to compensation, the compensation payable for all work specified or required by said Change Order to which such protest relates will be determined in the same manner as provided in Section 2.04 of this section. The Contractor shall keep full and complete records of the cost of such work and shall permit the Engineer to have such access thereto as may be necessary to assist in the determination of the compensation payable for such work. Where the protest concerning a Change Order relates to the adjustment of time and for completion of the Work, the time to be allowed therefor will be determined as provided in this section.
132
General Conditions
Page | 5-11
The consent of the Contractor’s sureties shall not be required as to any change or Extra Work, and the liability of the Contractor’s Bonds shall be increased or decreased accordingly without notice to the sureties.

2.04. PROCEDURES AND ALLOWABLE COSTS ON CHANGES AND ADDITIONS TO WORK
(a) Forms of Payment
If the change in, or addition to, the Work will result in an increase in the contract sum, the City shall have the right to require the performance thereof. The compensation to be paid for any such work shall, in the City’s sole discretion, be determined in one or more of the following ways:
(1) By extension of agreed unit prices, if unit prices are required by the City’s Bid form and provided with Contractor ‘s bid;
(2) By revision of unit prices;
(3) By proposal and Acceptance of an agreed upon lump sum; and (4) On a force account basis.

Until one of the above methods is agreed on, or if the Work is to be paid for on a time and materials basis, the Contractor shall keep full and complete records of the cost of such work in the form and manner prescribed by the Engineer and shall permit the Engineer to have access to such records as may be necessary to assist in the determination of the compensation payable for such work. (b) Lump Sum Payment
The City, in its sole and absolute discretion, may request a lump sum proposal by Contractor to perform the change in, or addition to, the Work performed. Such lump sum proposal shall be submitted by the Contractor within ten (10) days of the City’s request therefor. Request for a lump sum proposal by City shall not be deemed an election by City to have the Work performed on a lump sum basis.

Costs of preparing the proposal shall not be compensable. (1) Contents of Lump Sum Proposal
(2) The Contractor’s proposal shall be itemized and segregated by labor and materials for the various components of the change (no aggregate labor total will be acceptable). The proposal shall be accompanied by signed proposals of any Subcontractors, which will perform any portion of the change, and of any persons who will furnish materials or equipment for incorporation therein. The proposal shall also include the Contractor’s estimate of the time required to perform said changes or additional work. (3) Computation of Labor Costs
The portion of the proposal relating to labor, whether by the Contractor’s forces or the forces of any of its Subcontractors, may include the projected wages of the reasonably anticipated Site labor, including foremen, who will be directly involved in the change in the Work. These projected wages shall not include charges for assistant superintendents, 133
General Conditions
Page | 5-12
superintendents, office personnel, timekeepers and maintenance mechanics.

Labor costs may also include Contractor’s overhead and profit which shall be computed by adding to the labor costs either up to fifteen percent (15%) of the projected wages, but not payroll costs, or the labor surcharge set forth in the California Department of Transportation publication entitled Labor Surcharge And Equipment Rental Rates, which is in effect on the date upon which the Work is accomplished and which is a part of the Contract. The method of computing the overhead and profit shall be solely within the discretion of the City.

The labor surcharge, if used, shall constitute full compensation for all payments imposed by State and Federal laws and for all other payments made to, or on behalf of, the workmen, other than actual wages as defined above. No time or charges will be allowed except when the workers are actually engaged in the proper, efficient and diligent performance or completion of the extra work as authorized. Overtime shall not be worked without prior approval of the Engineer. (4) Computation of Equipment and Materials Costs
The portion of the proposal relating to materials may include the reasonably anticipated direct costs to the Contractor or to any of its Subcontractors of materials to be purchased for incorporation in the change in the Work. This portion of the proposal may also include transportation and applicable sales or use taxes. Up to fifteen percent (15%) of these direct costs may be included as overhead and profit for the Contractor or any such Subcontractor (such overhead and profit to include all small tools).

This portion of the proposal may further include the Contractor’s and any of its Subcontractors’ reasonably anticipated costs for the rental and operation of prime construction and automotive equipment furnished and used in connection with the change in the Work. The equipment rental and operation rates used shall be the latest edition of the Department of Transportation, Division of Construction, Equipment Rental Rates. These costs shall not include charges for listed equipment or major tools with a new cost of five hundred dollars ($500.00) or less. No time charges shall be allowed except for equipment actually used for the proper and efficient performance or completion of the authorized change in the Work. (5) Subcontractors
The lump sum proposal may include up to five percent (5%) of the amount, which the Contractor will pay to any of its Subcontractors for the change in the Work as allowable overhead and profit to the Contractor. (6) Failure to Submit Lump Sum Proposal
In the event that the Contractor fails to submit its proposal within the designated period, the Engineer may direct the Contractor to proceed with the change or addition to the Work and the Contractor shall so proceed. The Engineer shall unilaterally determine the reasonable costs and time to perform the work in question, which determination shall be final and binding upon the Contractor.
134
General Conditions
Page | 5-13
(7) Failure to Agree on Lump Sum Amount
In the event that the parties are unable to agree as to the reasonable costs and time to perform the change in or addition to the Work based upon the Contractor’s proposal and the Engineer and City do not elect to have the change in the Work performed on a time and material basis, the Engineer and City shall make a unilateral determination of the reasonable cost and time to perform the change in the Work, based upon their own estimates, the Contractor’s submission or combination thereof. In such instances, a Change Order shall be issued for the amount of costs and time determined by the Engineer and the City and shall become binding upon the Contractor unless the Contractor submits its protest in writing to the City within thirty (30) days of the issuance of the Change Order. The City has the right to direct the Contractor in writing to perform the change in the Work, which is the subject of the Change Order. Failure of the parties to reach agreement regarding the costs and time of performing the change in the Work and/or any pending protest shall not relieve the Contractor from performing the change in the Work promptly and expeditiously.
(c) Payment by Unit Prices
If any of the items included in the lump sum proposal are covered by unit prices contained in the contract document, the City may, if it requires the change in the Work to be performed on a lump sum basis, elect to use these unit prices in lieu of the similar items included in the lump sum proposal in which event an appropriate deduction will be made in the lump sum amount prior to the application of any allowed overhead and profit percentages. No overhead and profit shall be applied to any unit prices.
(d) Payment on a Force Account Basis
If the City elects to have the change or addition to the Work performed on a force account basis, the Work shall be performed, whether by the Contractor’s forces or the forces of any of its Subcontractors or Sub-Subcontractors, and payment shall be made subject to the following provision. The Contractor will be paid the direct costs of the labor, equipment and materials used in performing the force account work determined as hereinafter provided.
(1) For labor, the Contractor will be paid the cost of labor for the workers (including foremen when authorized by the Engineer or Project Manager) used in the actual and direct performance of the work. The cost of labor, whether the employer is the Contractor or any or any Subcontractor of any tier, shall be actual wages, including basic hourly wage, health and welfare payments and pension payments incurred in performing the force account work, plus any travel and subsistence payments for the workers performing such work and made necessary thereby. To the actual wages shall be added a labor surcharge as set forth in the State Department of Transportation publication entitled “Labor Surcharge and Equipment Rental Rates”, as in effect on the date the work is performed. The labor surcharge shall be deemed to encompass the City’s entire liability to reimburse the Contractor for workers compensation insurance payments, social security payments, Medicare payments, federal unemployment insurance payments, state unemployment insurance payments and state training taxes, made necessary by the force account work. 135
General Conditions
Page | 5-14
(2) For equipment, the Contractor will be paid for the use of equipment at the rental rates listed for that equipment in the State Department of Transportation publication entitled “Labor Surcharge and Equipment Rental Rates”, which is in effect on the date the work is performed, regardless of ownership or any rental agreement entered into by Contractor for such equipment. The rental rate paid in accord with said publication shall be deemed to include the cost of fuel, oil, lubrication, supplies, small tools, attachments, repairs and maintenance, depreciation, storage and insurance for said equipment. Rental time will not be paid when equipment is inoperable due to breakdowns, repairs or maintenance. Payment for loading, transporting and unloading time will be in accordance with the State Standard Specifications applicable to loading, transporting and unloading equipment for force account work, as applicable as of the date the equipment is loaded, transported or unloaded.
(3) For materials used in the work, the City will pay for materials furnished by the Contractor and necessarily used in the force account work. Prior to markups as set forth below, the amount paid shall be the price paid by the actual purchaser to the actual supplier plus any necessary actual costs of handling the materials.

Contractor may add fifteen percent (15%) to the total labor, equipment and material charges as the total overhead and profit to the entity or entities actually performing the force account work. If the entity or entities actually performing the work are Subcontractors or Sub-Subcontractors, the Contractor shall be allowed five percent (5%) of the total charge of the performing entity or entities (including mark- up) as Contractor’s mark-up.

No other mark-ups shall be allowed hereunder.

The Contractor shall submit to the City daily work and material tickets, to include the identification number assigned to the change in the Work, the location and description of the change in the Work, the classification of labor employed (and names and social security numbers), hours expended, the material used, the equipment rented (not tools) and such other evidence of cost as the City may require. The City may require authentication of all time and material tickets and invoices by persons designated by the City for such purpose. The failure of the Contractor to secure any required authentication shall, if the City elects to treat it as such, constitute a waiver by the Contractor of any claim for the cost of that portion of the Change in the Work covered by a non-authenticated ticket or invoice; provided, however, that the authentication of any such ticket or invoice by the City shall not constitute an acknowledgment by the City that the items thereon were reasonably required for the Change in the Work.
(e) Limitations on Changes
The Contractor shall not be entitled to any amount for indirect costs, damages or expenses of any nature, including, but not limited to, so-called “impact” costs, labor inefficiency, wage, material or other escalations beyond the prices upon which the proposal is based and to which the parties have agreed pursuant to the provisions of this section, and which the Contractor, its Subcontractors and SubSubcontractors or any other person may incur as a result of delays, interferences, suspensions, changes in sequence or the like, for whatever cause, whether reasonable or unreasonable, foreseeable or unforeseeable, or avoidable 136
General Conditions
Page | 5-15
or unavoidable, arising from the performance of any and all changes in the work performed pursuant to this section. It is understood and agreed that the Contractor’s sole and exclusive remedy in such event shall be recovery of its direct costs as compensable hereunder and an extension of the time of the Contract, but only in accordance with the provisions of the Contract Documents.

It is expressly agreed that Contractor shall not be entitled to claim damages for anticipated profits on any portion of the Work that may be deleted.

The amount of any adjustment for work deleted shall be estimated at the time deletion of work is ordered and the estimated adjustment will be deducted for the subsequent monthly pay estimates. The City reserves its rights under Section

3.20 to audit Contractor’s as-Bid profit in connection with any deductive change, to arrive at a final adjustment. Contractor’s as-Bid profit shall be reduced pro rata according to the proportion of the original contract value less as-Bid profit, represented by the work deleted.

The City reserves the right to contract with any person or firm other than the Contractor for any or all Extra Work.

2.05. UNILATERAL CHANGE IN OR ADDITION TO THE WORK
Notwithstanding the above, the City, directly or through the Engineer, may direct the Contractor in writing to perform changes in or additions to the scope of the Contract. The Contractor shall perform such work and the parties shall proceed pursuant to the provisions of Section 2.04.

2.06. DIFFERING SITE CONDITIONS
The Contractor shall promptly, and before the following conditions are disturbed, notify the City in writing of any:
(a) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25110.02 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; or
(b) Subsurface or latent physical conditions at the Site differing from those indicated in the Contract Documents; or
(c) Unknown conditions at the Site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract.

The Engineer shall thereupon promptly investigate the conditions. If the Engineer finds that they do involve hazardous waste or do materially differ and cause a decrease or increase in the Contractor’s cost or time of performance, the Engineer will issue a change order as appropriate. Any increase or decrease of cost resulting from such changes shall be adjusted in the manner provided in Section 2.04 for adjustments as to extra and/or additional work and changes. In the event that a dispute arises between the City and the Contractor, whether the conditions materially differ, or involve hazardous waste, or cause and decrease or increase the Contractor’s cost of, or time required for, performance of any part of the Work, the Contractor shall not be excused from any scheduled completion date provided by the Contract, but shall proceed with all work to be performed under the Contract, the procedures applicable to claims for extra costs shall then apply.
137
General Conditions
Page | 5-16

2.07. CLAIMS FOR EXTRA COSTS
(a) Notice of Potential Claims
(1) It is hereby mutually agreed that the Contractor shall not be entitled to the payment of any additional compensation for any cause, including any act, or failure to act, by the Engineer, or the happening of any event, thing or occurrence, unless the Contractor provides the Engineer with written notice of the potential claims as hereinafter specified. Compliance with this section, however, shall not be a prerequisite as to matters within the scope of the protest provisions in Section 2.03.

The written notice of potential claims shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The notice as above required shall be given to the Engineer prior to the time that the Contractor commences performance of the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Engineer, or in all other cases within ten (10) days after the happening of the event, thing or occurrence giving rise to the potential claim.
(b) Construction Claims
(1) The Contractor may submit a claim to the Engineer concerning any matter for which a protest under Section 2.03, or a notice of potential claim, is filed.

Such claims, or potential claims, shall be submitted to the Engineer within sixty (60) days following the submission of said protest or notice, unless, due to the nature of the claim or the uncompleted state of the Work, it is impracticable to determine the amount or the extent of the claim within such period. In such cases, claims shall be submitted at the earliest practicable time in which such a determination can be made. In any event, all claims shall be filed on or before the date of the final release by the Contractor as provided for in Section 7.09.
(2) All claims shall be in writing and shall set forth clearly and in detail, for each item of additional compensation claimed, the reasons for the claim, reference to applicable provisions of the Specifications, the nature and the amount of the cost involved, the computations used in determining such costs, all pertinent factual data and all the documents necessary to substantiate the claim. The Contractor shall maintain complete and accurate records of the cost or any portion of the Work for which additional compensation is claimed, and shall provide the Engineer with copies thereof, as required.
(c) Resolution of Construction Claims
(1) To the extent that the Contractor disputes the Engineer’s Written Decision issued pursuant to Section 4.07(b)(2), or to the extent the Engineer fails to issue a timely written decision, the Contractor may file a written claim, as defined by Public Contract Code section 9204(c)(1), with the City including reasonable documentation to support the claim. Upon receipt of the claim, the City shall conduct a reasonable review of the claim, and within a period not to exceed 45 days, the City shall provide the Contractor with a written statement identifying what portion of the claim is disputed and what portion is undisputed. The time in which the City must provide a written statement 138
General Conditions
Page | 5-17
may be extended by mutual agreement of the parties as specified by Public Contract Code section 9204(d)(1)(C). The City shall pay any undisputed portion of the claim within 60 days after issuance of its written statement. (2) Claims submitted by the Contractor shall be accompanied by a notarized certificate containing the following language:

Under the penalty of law for perjury or falsification and with specific reference to the California False Claims Act, Government Code section 12650, et. seq., the undersigned,

(Name)

(Title

(Company
hereby certifies that the claim for the additional compensation and time, if any, made herein for the work on this contract is a true statement of the actual costs incurred and time sought, and is fully documented and supported under the contract between parties.

Dated:
/s/
Subscribed and sworn before me this _____ day
of

Notary Public
My commission expires
Failure to submit the notarized certificate will be sufficient cause for denying the claim.

Any claim for overhead type expenses or costs, in addition to being certified as stated above, shall be supported by an audit report of any independent Certified Public Accountant. Any such overhead claim shall also be subject to audit by the City at its discretion.

Any costs or expenses incurred by the City in reviewing or auditing any claims that are not supported by the Contractor’s cost accounting or other records shall be deemed to be damages incurred by the City within the meaning of the California False Claims Act. (3) Meet And Confer Regarding Unresolved Claims. If the Contractor disputes the City’s written statement issued pursuant to Section 4.07(c)(1) or if the City fails to issue a timely written response, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

The meet and confer conference shall be attended by senior executives of the parties who have authority to settle the controversy. Within 10 business 139 General Conditions
Page | 5-18
days following the conclusion of the meet and confer conference, the City shall provide the Contractor with a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. The City shall pay any undisputed portion of the claim within 60 days after it issues its written statement.
(4) Mediation. If the Contractor disputes, in writing, any portion of the City’s written statement as issued under Section 4.07(c)(3), the disputed items shall be submitted to nonbinding mediation according to the provisions of Public Contract Code section 9204(d)(2), and any costs of mediation shall be allocated as set forth in that section. Upon receipt of a claim, the City and the Contractor may agree to waive, in writing, mediation. (5) Failure to Respond or Pay. If the City fails to timely respond to a claim from the Contractor or otherwise fails to meet the time requirements of Public Contract Code section 9204, the claim shall be deemed rejected in its entirety. Additionally, amounts not timely paid in the manner required by Public Contract Code section 9204 shall bear interest at 7 percent per annum.
(6) Subcontractor Claims. If a Subcontractor or a lower tier Subcontractor lacks legal standing to assert a claim against the City because privity of contract does not exist, the Contractor may present to the City a claim on behalf of the Subcontractor or lower tier Subcontractor pursuant to Public Contract Code section 9204(d)(5).

2.08. CIVIL ACTION PROCEDURES
(a) Alternative Dispute Resolution of Claims of $375,000.00 or Less. (1) Claims Less Than $375,000.00. Notwithstanding any other provision herein but after compliance with the provisions of Public Contract Code section 9204 as set forth in Section 4.07, claims of $375,000.00 or less shall be resolved pursuant to the alternative dispute resolution procedures set forth in Public Contract Code section 20104 et seq. “Claim” for this purpose means a separate demand by the Contractor for a time extension, payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract, for which payment is expressly provided, or the Contractor is otherwise entitled to, or an amount the payment of which is disputed by the City.
(2) Submission of Claims Less than $375,000.00. The Contractor shall submit its claim of $375,000.00 or less to the City in writing, within the time frames established under paragraph 4.07, but no later than before the final payment is made. The City shall respond within the time provided by statute. If the Contractor disagrees with the response or the City fails to respond within the time permitted, the Contractor shall notify the City of the disagreement in writing within fifteen (15) days from the date of the response or expiration of the time permitted to respond and demand a meet-and-confer conference. The City shall schedule a meet-and-confer conference within thirty (30) days of the demand. The meet and confer conference shall be attended by senior executives of the parties who have authority to settle the controversy. If not resolved at the meet-and-confer conference, the Contractor may initiate a civil action as set forth in Public Contract Code section 20104 et seq., including but not limited to compliance with applicable Government Code provisions.
140
General Conditions
Page | 5-19
(3) Time Limits Not Extended. Nothing in subdivision (a) of Public Contract Code section 20104.2 shall extend the time limit or supersede the notice requirements provided in this Contract for filing claims by the Contractor. (b) Alternative Dispute Resolution of Claims in Excess of $375,000.00.

As a condition precedent to the initiation of litigation, disputes in excess of a total value of $375,000.00 shall first be submitted to the claims procedures set forth in Sections 4.06 and 4.07.

2.09. GUARANTEE
(a) In addition to warranties, representations and guarantees stated elsewhere in the Contract Documents, the Contractor unconditionally guarantees all materials and workmanship furnished hereunder, and agrees to replace the same at its sole cost and expense, and to the satisfaction of the Engineer, any and all materials which may be defective or improperly installed.
(b) The Contractor shall repair or replace to the satisfaction of the Engineer any or all such work that may prove defective in workmanship or materials, ordinary wear and tear excepted, together with any other work, which may be damaged or displaced in so doing.
(c) In the event of failure to comply with the above stated conditions within a reasonable time, the City is authorized to have the defect repaired and made good at the expense of the Contractor who will pay the costs and charges therefore immediately upon demand, including any reasonable management and administrative costs, and engineering, legal and other consultant fees incurred to enforce this section.
(d) The signing of the Contract by the Contractor shall constitute execution of the above guarantees. Except as otherwise provided in this Contract, the guarantees and warranties shall remain in effect for a period of one (1) year after final Acceptance of the Work by the City.
141
General Conditions
Page | 5-20

THIS PAGE IS INTENTIONALLY LEFT BLANK
142
General Conditions
Page | 5-21
SECTION 3

CONTROL OF WORK

3.01. AUTHORITY OF ENGINEER
(a) The Engineer is the representative of the City and has full authority to interpret the Contract Documents, to conduct the construction review and inspection of the Contractor’s performance, and to decide questions, which arise during the course of the Work and the Engineer’s decisions on these matters, shall be final and conclusive. The Engineer has the authority to reject all work and materials, which do not conform to the Contract Documents, and has the authority to stop the Work whenever such stoppage may be necessary to insure the proper execution of the Contract. The Engineer’s failure to stop the Work shall not obligate the City to accept defective or otherwise unacceptable work or otherwise affect the Engineer’s or City’s authority to reject work for any reason set forth in the Contract Documents.
(b) If at any time the Contractor’s work force, tools, plant or equipment appear to the Engineer to be insufficient or inappropriate to secure the required quality of work or the proper rate of progress, the Engineer may order the Contractor to increase their efficiency, improve their character, to augment their number or to substitute other personnel, new or additional tools, plant or equipment, as the case may be, and the Contractor shall comply with such order. Neither the failure of the Engineer to demand such increase of efficiency, number, or improvement, nor the compliance by the Contractor with the demand, shall relieve the Contractor of its obligation to provide quality work at the rate of progress necessary to complete the Work within the specified time.
(c) The Engineer may authorize minor variations in the work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time. These may be accomplished by a Field Order. Contractor shall comply promptly with all Field Orders. If the Engineer and Contractor are unable to agree on entitlement or on the amount or extent, if any, of any adjustment in the Contract Price or Contract time, or cost, as a result of a Field Order, a claim may be made therefor pursuant to Section 2.07. (d) Any order given by the Engineer, not otherwise required by the Contract Documents to be in writing shall, on request of the Contractor, be given or confirmed by the Engineer in writing.
(e) Whenever work, methods of procedure, or any other matters are made subject to direction or approval, such direction or approval will be given by the Engineer.

3.02. DRAWINGS
(a) Drawings furnished herewith are for bidding purposes. The Engineer will furnish the Contractor, free of charge, copies of full size Drawings which are reasonably necessary for the execution of the Work. The Contractor shall have no claim for excusable delay on account of the failure of the Engineer to deliver such Drawings, unless the Engineer shall have failed to deliver the same within two weeks after receipt of written demand therefore from the Contractor. The Contractor shall keep 143
General Conditions
Page | 5-22
one copy of said Drawings, in good order, available to the Engineer and the Engineer’s representatives, and convenient to the working site. (b) If the Contractor, in the course of the Work, finds any discrepancy between the Drawings and the physical condition of the locality, or any errors or omissions in the Drawings, or in the layout as given by points and instructions, it shall be the Contractor’s duty to inform the Engineer in writing, and the Engineer will promptly verify the same.
(c) Any work done after such discovery, until authorized, will be done at the Contractor’s risk. All Drawings, Specifications, and copies thereof furnished by the Engineer are the property of the Engineer and shall not be reused on other work and, with the exception of the signed Contract sets, are to be returned to the Engineer, on request, at the completion of the Work. All models are the property of the City.
(d) The Drawings shall be supplemented by such Shop Drawings prepared by the fabricator and/or supplier and Working Drawings prepared by the Contractor as are necessary to adequately control the Work. No changes shall be made by the Contractor in any Shop or Working Drawings after they have been reviewed by the Engineer, if the Engineer deems that no further submittals are necessary. The Contractor shall not commence the layout, purchase, fabrication, or construction of any work for which Shop or Working Drawings are required until Engineer has reviewed the specifications and drawings and has indicated in writing no further submittals are required for compliance with the Contract Documents. (e) Shop and Working Drawings for any structure shall include, but not be limited to, detail design calculations, fabrication and installation drawings, lists, graphs, operating instructions, etc., which shall be reviewed and accepted by the Engineer before any such work is performed.
(f) Shop and Working Drawings will be required for cribs, cofferdams, falsework, centering and form work and for other temporary work and methods of construction the Contractor proposes to use. Such Drawings shall be subject to the review and Acceptance of the Engineer insofar as the details affect the character of the finished work, but details of design will be left to the Contractor who shall be responsible for the successful construction of the Work. (g) Contractor agrees that Shop and/or Working Drawings processed by the Engineer are not Change Orders; that the purpose of these Drawings submitted by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that the Contractor demonstrates its understanding by indicating which equipment and material the Contractor intends to furnish and by detailing the fabrication methods it intends to use. It is expressly understood, however, that favorable review of the Contractor’s Shop and Working Drawings shall not relieve the Contractor of any responsibility for accuracy of dimensions and details, or for mutual agreements of dimensions and details. It is mutually agreed that the Contractor shall be responsible for agreement and conformity of its Drawings with the Specifications. Contractor further agrees that if deviations, discrepancies or conflicts between Shop and/or Working Drawings and Specifications are 144
General Conditions
Page | 5-23
discovered either prior to or after the Drawings are processed by the Engineer, the Specifications shall control and shall be followed.
(h) Unless otherwise stated, the Engineer shall have thirty (30) days from the date of receipt of Shop and/or Working Drawings for review.
(i) Full compensation for furnishing all Shop and/or Working Drawings shall be considered as included in the prices paid for the Contract items of work to which such drawings relate and no additional compensation will be allowed therefore.

Any cost related to the Engineer’s review of any particular set of Shop and/or Working Drawings more than twice, due to incompleteness or unacceptability, shall be borne by the Contractor, and the City reserves the right to withhold such costs from payments due the Contractor.
(j) All reasonable effort has been made to locate and delineate all known structures and facilities on the plans. Except as otherwise provided herein, the City of West Sacramento shall assume no responsibility for the completeness or accuracy of its delineation of underground utilities nor the existence of other buried objects which may be encountered, or which are not shown on the plans. (k) The Contractor shall keep and maintain a clean set of plans for the project and shall record in red ink all changes, revisions, etc. made during the course of construction. These plans shall include all changes, revisions, etc. from the original plan complete with the exact sizes, locations, dimensions, elevations, etc. These plans shall be kept and maintained in a neat, clean and legible condition and shall be available for inspection at all times by the Engineer. The Contractor shall deliver these completed plans to the Engineer and the Engineer shall approve these plans prior to final Acceptance of the project by the City.

3.03. CONSTRUCTION STAKING AND SURVEYS
The City will provide one set of construction stakes and benchmarks as it deems necessary to establish lines and grades required for the completion of the site work specified in the Contract. The Contractor shall notify the Engineer a minimum of seven (7) days in advance of the time work is to begin on any portion of the project that may require construction staking to be provided by the City. The Contractor shall make all other surveys necessary for the completion of the Work.

Stakes and marks set by the City or Engineer shall be carefully preserved by the Contractor. The Contractor shall be charged for the cost of replacing or restoring the stakes and marks, which are destroyed or damaged by Contractor’s operation. This charge will be deducted from any monies due or to become due to the Contractor under the Contract.

3.04. PERMITS AND REGULATIONS
Permits and licenses, of a temporary nature, necessary for the prosecution of the Work shall be secured and paid for by the Contractor. Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the City unless otherwise specified.

The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the Work as shown on the plans and described in the Specifications. Contractor shall promptly notify the Engineer in writing of any specification at variance therewith. In such instances, any necessary changes shall be adjusted as provided in the Contract for changes in the Work. If the Contractor performs any Work knowing it to be 145
General Conditions
Page | 5-24
contrary to such laws, ordinances, rules, and regulations and without such notice to the Engineer, Contractor shall bear all costs arising therefrom.

3.05. CONFORMITY WITH CONTRACT DOCUMENTS AND ALLOWABLE DEVIATIONS Work and materials shall conform to the lines, grades, cross sections, dimensions and material requirements, including tolerances, shown on Contract Documents. Although measurement, sampling, and testing may be considered evidence as to such conformity, the Engineer shall be the sole judge as to whether the Work or materials deviate from the Contract Documents. The Engineer’s decision as to any allowable deviations therefrom shall be final and conclusive.

3.06. COORDINATION AND INTERPRETATION OF CONTRACT DOCUMENTS (a) Should it appear that the Work to be done or any of the matters relative thereto are not sufficiently detailed or explained in the Specifications and Plans, the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform to them as part of the Contract. In the event of any doubt or question arising respecting the true meaning of the Specifications and Plans, reference shall be made to the Engineer, whose decision thereon shall be final and conclusive. (b) Any reference made in the Specifications and Plans to any specification, standard, method, or publication of any scientific or technical society or other organization shall, in the absence of a specific designation to the contrary, be understood to refer to the specification, standard, method, or publication in effect as of the date that the Work is advertised for Bids.

3.07. SUBCONTRACTORS
(a) The attention of the Contractor is directed to the provisions of California Public Contract Code sections 4100-4113 regarding subcontracting and said provisions are by this reference incorporated herein and made a part hereof. (b) Each subcontract shall contain a suitable provision for the suspension or termination thereof should the Work be suspended or terminated or should the Subcontractor neglect or fail to conform to every provision of the Contract Documents insofar as such provisions are relevant. The Contractor shall be fully responsible to the City for the acts or omissions of the Contractor’s Subcontractors and of the persons either directly or indirectly employed by the Contractor. Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor and the City. If a legal action, including arbitration and litigation, against the City is initiated by a Subcontractor or Supplier, the Contractor shall reimburse the City for the amount of legal, engineering and all other expenses incurred by the City in defending itself in said action. (c) The City and the Engineer reserve the right to approve all Subcontractors.

Such approval shall be a consideration to the awarding of the Contract and unless notification to the contrary is given to the Contractor prior to the signing of the Contract, the list of Subcontractors which is submitted with the Contractor’s proposal will be deemed to be acceptable. Contractor shall not, without the written consent of the City, subcontract the whole of the Work. 146
General Conditions
Page | 5-25

3.08. COOPERATION OF CONTRACTORS
(a) Should construction be under way by other forces or by other contractors within or adjacent to the limits of the Work specified or should work of any other nature be under way by other forces within or adjacent to said limits, the Contractor shall cooperate with all such other contractors or other forces to the end that any delay or hindrance to their work will be avoided. The right is reserved to perform other or additional work at or near the site (including material sources) at any time, by the use of other forces.
(b) When two or more contractors are employed on related or adjacent work, each shall conduct its operation in such a manner as not to cause any unnecessary delay or hindrance to the other. Each Contractor shall be responsible to the other for all damage to work, to persons or property caused to the other by its operations, and for loss caused the other due to unnecessary delays or failure to finish the work within the time specified for completion.

3.09. SUPERINTENDENCE
(a) The Contractor shall designate in writing, before starting work, an individual as authorized representative who shall have the authority to represent and act for the Contractor. This authorized representative shall be present at the Site of the Work at all times while work is actually in progress on the Contract. When the Work is not in progress and during periods when the Work is suspended, arrangements acceptable to the Engineer shall be made for any emergency work, which may be required.
(b) The Contractor is solely responsible, at all times, for the superintendence of the Work and for its safety and progress.
(c) Whenever the Contractor or its authorized representative is not present on any particular part of the Work where it may be desired to give direction, orders will be given by the Engineer, which shall be received and obeyed by the superintendent or foreman who may have charge of the particular work in reference to which the orders are given.
(d) Any order given by the Engineer, not otherwise required by the Specifications to be in writing, will on request of the Contractor, be given or confirmed by the Engineer in writing.

3.10. INSPECTION OF WORK
(a) Unless otherwise provided, all equipment, materials, and work shall be subject to inspection and testing by the Engineer. The Engineer will observe the progress and quality of the Work and determine, in general, if the Work is proceeding in accordance with the intent of the Contract Documents. The Engineer shall not be required to make comprehensive or continuous inspections to check the quality of the Work. The Engineer shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the Work. Visits and observations made by the Engineer shall not relieve the Contractor of Contractor’s obligation to conduct comprehensive inspections of the Work and to furnish proper materials, labor, equipment and 147
General Conditions
Page | 5-26
tools, and perform acceptable work, and to provide adequate safety precautions, in conformance with the intent of the Contract.
(b) Whenever the Contractor varies the period during which work is carried on each day, the Contractor shall give due notice to the Engineer so that proper inspection may be provided. Any work done in the absence of the Engineer shall be subject to rejection. Proper facilities for safe access for inspection to all parts of the Work shall at all times be maintained for the necessary use of the Engineer and other agents of the City, and agents of the federal, state, or local governments at all reasonable hours for inspection by such agencies to ascertain compliance with laws and regulations.
(c) One or more inspectors may be assigned to observe the Work by the Engineer and to act in matters of construction under this Contract. It is understood that inspectors shall have the power to issue instructions and make decisions within the limitations of the authority of the Engineer. Such inspection shall not relieve the Contractor of the Contractor’s obligation to conduct comprehensive inspections of the Work, to furnish proper materials, labor, equipment and tools, and perform acceptable work, and to provide adequate safety precautions in conformance with the intent of the Contract.
(d) The Engineer and the Engineer’s representatives shall at all times have access to the Work wherever it is in preparation or progress, and the Contractor shall provide safe and convenient facilities for such access and for inspection. If the Specifications, the Engineer’s instructions, laws, ordinances, or any public authority require any material, equipment or work to be specifically tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection, and if the inspection is by an authority other than the City, of the time fixed for inspection. Inspections by the Engineer will be made promptly and, where practicable, at the source of supply.
(e) Work performed without inspection may be required to be removed and replaced under proper inspection. In such instances, the entire cost of removal and replacing, including the cost of City-furnished materials used in the Work, shall be borne by the Contractor, regardless of whether or not the Work exposed is found to be defective. Examination of questioned work, other than that installed without inspection, may be ordered by the Engineer and, if so ordered, the Work must be uncovered by the Contractor. If such work is found to be in accordance with the Contract Documents, the City will pay the cost of re-examination and replacement.

If such work is found to be not in accordance with the Contract Documents, the Contractor shall pay such cost, unless the Contractor can show that the defect in the Work was caused by another Contractor, and in that event the City will pay such costs.
(f) The inspection of the Work shall not relieve the Contractor of the Contractor’s obligation to fulfill the Contract as herein prescribed, or in any way alter the standard of performance provided by the Contractor, and defective work shall be made good and unusable materials may be rejected, notwithstanding that such work and materials have been previously overlooked by the Engineer and accepted or estimated for payment. If the Work or any part thereof shall be found defective, the Contractor shall, within ten (10) calendar days, make good such defect in a manner satisfactory to the Engineer. If the Contractor fails to make ordered repairs of defective work or to remove the condemned materials from the Work within ten (10) calendar days after written direction by the Engineer, the City 148
General Conditions
Page | 5-27
may make the ordered repairs, or remove the condemned materials, and deduct the cost thereof from any monies due the Contractor.
(g) The Contractor shall furnish promptly, without additional charge, all facilities, labor and materials reasonably needed by the Engineer for performing all inspection and tests. Contractor shall be charged with any additional cost of inspection when material and workmanship are not ready at the time specified by the Contractor for its inspection.
(h) Where any part of the Work is being done under an encroachment permit or building permit, or is subject to federal, state, county or city codes, laws, ordinances, rules or regulations, representatives of the government agency shall have full access to the Work and shall be allowed to make any inspection or tests in accordance with such permits, codes, laws, ordinances, rules, or regulations. If advance notice of the readiness of the Work for inspection by the governing agency is required, the Contractor shall furnish such notice to the appropriate agency.
(i) The Engineer may inspect the production of material, or the manufacture of products at the source of supply. Plant inspection, however, will not be undertaken until the Engineer is assured of the cooperation and assistance of both the Contractor and the material producer. The Engineer or the Engineer’s authorized representative shall have free entry at all times to such parts of the plant as concerns the manufacture or production of the materials. Adequate facilities shall be furnished free of charge to make the necessary inspection. The City assumes no obligation to inspect materials at the source of supply.

3.11. TESTS
The Contractor shall perform, at the Contractor’s own expense, all tests specified or required by the Specifications. The Engineer may perform such tests as the Engineer deems necessary to determine the quality of work or compliance with Contract Documents. The Contractor shall furnish promptly without additional charge all facilities, labor, and material reasonably required for performing safe and convenient tests as may be required by the Engineer. All tests by the Engineer will be performed in such a manner as will not unnecessarily delay the Work. The Contractor shall not be required to reimburse the City for tests performed by the City or Engineer. If samples of materials are submitted which fail to pass the specified tests, the Contractor shall pay for all subsequent tests.

3.12. REMOVAL OF REJECTED AND UNAUTHORIZED WORK AND MATERIALS (a) All work or materials, which have been rejected, shall be remedied, or removed and replaced by the Contractor in an acceptable manner and no compensation shall be allowed the Contractor for such removal, replacement, or remedial work. (b) Any work done beyond the lines and grades shown on the plans or established by the Engineer or any Extra Work done without written authority will be considered as unauthorized work and will not be paid for. Upon order of the Engineer, unauthorized work shall be remedied, removed, or replaced at the Contractor’s expense.
(c) Upon failure of the Contractor to comply with any order of the Engineer made under this section, the City may cause rejected or unauthorized work to be 149
General Conditions
Page | 5-28
remedied, removed, or replaced, and may deduct the costs therefore from any monies due or to become due the Contractor.

3.13. DEDUCTIONS FOR UNCORRECTED WORK
If the Engineer deems it inexpedient to correct work damaged or not done in accordance with the Contract, an equitable deduction from the Contract price shall be made therefore, and such sum may be withheld by the City from Contractor’s payment.

3.14. EQUIPMENT AND PLANTS
(a) Only equipment and plants suitable to produce the quality of work and materials required will be permitted to operate on the Project.
(b) Plants will be designed and constructed in accordance with general practice for such equipment and shall be of sufficient capacity to insure the production of sufficient material to carry the Work to completion within the time limit. (c) The Contractor shall provide adequate and suitable equipment and plants to meet the above requirements, and when ordered by the Engineer, shall remove unsuitable equipment from the Work and discontinue the operation of unsatisfactory plants. Contractor shall, upon request of the Engineer, submit one or more lists identifying, by make, model number, Contractor ‘s identification number and empty gross weight, each piece of operable equipment used for the Work. Contractor shall, upon request of the Engineer, submit documentation establishing that any measuring device used for the Work has been tested and properly approved under California Test 109.
(d) In the case of termination of this Contract before its completion for any cause whatsoever, the Contractor, if notified to do so by the City, shall promptly remove any part or all of its equipment and supplies from the property of the City. If the Contractor fails to do so, the City shall have the right to remove such equipment and supplies at the expense of the Contractor.

3.15. CHARACTER OF WORKER
If any Subcontractor, or person employed by the Contractor or any Subcontractor fails or refuses to carry out the directions of the Engineer or appears to the Engineer to be incompetent or to act in a disorderly or improper manner, said person shall be removed from the Project immediately on the requisition of the Engineer. That person shall not again be employed on the Work. Such discharge shall not be the basis for any claim for compensation or damages against the City, or any of its officers or agents.

3.16. SEPARATE CONTRACTS
(a) The City reserves the right to let other contracts in connection with this Work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate Contractor’s work with the other Contractor‘s work. (b) If any part of the Contractor’s work depends on proper execution or results upon the Work of any other Contractor, the Contractor shall inspect and promptly report to the Engineer any defects in such work that render it unsuitable for such proper execution and results. The Contractor’s failure to inspect and report shall constitute an Acceptance of the other Contractor‘s work as fit and proper for the reception of 150
General Conditions
Page | 5-29
the Contractor’s work, except as to defects which may develop in the other Contractor‘s work after the execution of the Contractor’s work. (c) To insure the proper execution of Contractor’s subsequent work, the Contractor shall measure work already in place and shall at once report to the Engineer any discrepancy between the executed work and the Drawings.

3.17. ASSIGNMENT
The Contractor shall not assign the Contract or sublet it as a whole or in part without the written consent of the City, nor shall the Contractor assign any monies due, or to become due to the Contractor hereafter without the prior written consent of the City.

3.18. USE OF COMPLETED PORTIONS, RIGHT TO OPERATE UNSATISFACTORY

EQUIPMENT OR FACILITIES
(a) The City may, at any time, and from time to time, during the performance of the Work, enter the Work Site for the purpose of installing any necessary work by City labor or other contracts, and for other purpose in connection with the installation of facilities. In doing so, the City shall endeavor not to interfere with the Contractor and the Contractor shall not interfere with other work being done by or on behalf of the City.
(b) If, prior to completion and final Acceptance of all the Work, the City takes possession of any structure or facility (whether completed or otherwise) comprising a portion of the Work with the intent to retain possession thereof (as distinguished from temporary possession contemplating the return to the Contractor), then, while the City is in possession of the same, the Contractor shall be relieved of liability for loss or damage to such structure other than that resulting from the Contractor’s fault or negligence. Such taking of possession by the City shall not relieve the Contractor from any provisions of this Contract regarding such structure, other than to the extent specified in the preceding sentence, nor shall such taking constitute a final Acceptance of such structure or facility.
(c) If, following installation of any equipment or facilities furnished by the Contractor, defects requiring correction by the Contractor are found, the City shall have the right to operate such unsatisfactory equipment or facilities and make reasonable use thereof until the equipment or facilities can be shut down for correction of defects without injury to the City.

3.19. LANDS FOR WORK, RIGHT-OF-WAY CONSTRUCTION ROADS
(a) The City will provide the lands, easements, right-of-way, and/or encroachment permits necessary or other rights to enter and work on lands necessary for the performance of the Work. Other permits and licenses are addressed by Section

3.04. Should the Contractor find it advantageous to use any additional land for any purpose whatever, the Contractor shall provide for the use of such land at its expense. The Engineer shall be furnished with a copy of written agreements or otherwise be notified in writing of additional working space which is acquired.

Nothing herein contained and nothing marked on the Plans shall be interpreted as giving the Contractor exclusive occupancy of the territory provided by the City.

When two or more contracts are being executed at one time on the same or adjacent land in such a manner that work on one contract may interfere with that on another, the Engineer shall decide which Contractor shall cease work, and which shall continue, or whether the work on both contracts shall progress at the same time and in what manner, and the decision of the Engineer shall be final and 151
General Conditions
Page | 5-30
binding. When the territory of one contract is the necessary or convenient means of access for the performance of another contract, such privilege of access or any other reasonable privilege may be granted by the Engineer to the Contractor so desiring, to the extent, amount, in the manner, and at the time permitted. No such decision as to the method or time of conducting the Work or the use of territory shall be the basis of any claim for delay or damage.
(b) Lands, easements or rights-of-way to be furnished by the City for construction operations will be specifically shown on the Plans.
(c) The Contractor shall construct and maintain all roads necessary to reach the various parts of the Work and for the transportation thereto of construction material and personnel. The cost of constructing and maintaining such roads shall be borne by the Contractor.

3.20. CITY’S RIGHT TO AUDIT AND PRESERVATION OF RECORDS (a) The Contractor shall maintain books, records and accounts of all costs in accordance with generally accepted accounting principles and practices. The City and its authorized representatives shall have the right to audit the books, records and accounts of the Contractor under any of the following conditions:
(1) The Contract is terminated for any reason in accordance with the provisions of the Contract Documents in order to arrive at equitable termination costs;
(2) In the event of a disagreement between the Contractor and the City over the amount due the Contractor under the terms of the Contract; (3) To check or substantiate any amounts invoiced or paid which are required to reflect the costs of the Contractor, or the Contractor’s efficiency or effectiveness under this Contract or in connection with extras, changes, claims, additions, back charges, or others, as may be provided for in this Contract;
(4) If it becomes necessary to determine the City’s rights and the Contractor’s obligations under the Contract or to ascertain facts relative to any claim against the Contractor which may result in a charge against the City;
(5) To determine any difference in cost occasioned by a permissible substitution;
(6) And/or for any other reason in the City’s sole judgment. (b) Contractor shall provide the City (or its representatives), unlimited, reasonable access during working hours to the Contractor’s books and records. The City’s audit rights shall be liberally construed in the City’s favor. (c) The Contractor, from the effective date of final payment or termination hereunder, shall preserve and make available to the City for a period of three (3) years thereafter, at all reasonable times at the office of the Contractor (but without any charge to the City), all its books, records, documents, photographs, micro152 General Conditions
Page | 5-31
photographs, and other evidence bearing on the costs and expenses of the Contractor under this Contract and relating to the Work hereunder. (d) The City will make all payments required of it under this Contract subject to audit, under circumstances stated above, which audit may be performed at the City’s option, either during the Contract time period or during the record retention time period. Regardless of authorization, approval or acceptance, signatures or letters which are given by the City and are part of the City’s control systems or are requested by the Contractor, the payments made under this Contract shall not constitute a waiver or agreement by the City that it accepts as correct the billings, invoices or other charges on which the payments are based. If the City’s audit produces a claim against the Contractor, the City may pursue all its legal remedies even though it has made all or part of the payments required by this Contract. (e) If any audit by the City or its representative discloses an underpayment by the City pursuant to the terms of the Contract Documents, the City shall have the duty to pay any amount found by the audit to be owed to the Contractor. If such audit discloses an overpayment, the Contractor shall have the obligation to reimburse the City for the amount of the overpayment. The City’s right to claim reimbursement from the Contractor of any overpayment shall not be terminated or waived until three years after the completion of the City’s audit or upon the termination of audit rights under subparagraph 3.20(f), whichever date is later. The obligation of the Contractor to make reimbursements hereunder shall not terminate except as provided by law.
(f) The City’s right to audit and the preservation of records shall terminate at the end of three (3) years after the date final payment is made or termination of the Contract. The Contractor shall include this “Right to Audit and Preservation of Records” clause in all subcontracts issued by it and it shall require the same to be inserted by all lower tier Subcontractors in their subcontracts, for any portion of the work. Should Contractor fail to include this clause in any such contract or lower tier contract, or otherwise fail to insure the City’s rights hereunder, Contractor shall be liable to the City for all costs, expenses and attorney’s fees which the City may have to incur obtaining or attempting to obtain an audit or inspection of or the restoration of records which otherwise would have been available to the City from said persons under this clause. Such audit may be conducted by the City or its authorized representative.
153
General Conditions
Page | 5-32

THIS PAGE IS INTENTIONALLY LEFT BLANK
154
General Conditions
Page | 5-33
SECTION 4

CONTROL OF MATERIALS

4.01. MATERIALS
(a) Unless otherwise specifically stated in the Specifications, the Contractor shall furnish all materials necessary for the execution and completion of the Work.

Unless otherwise specified, all materials shall be new and shall be manufactured, handled, and installed in a workmanlike manner to insure completion of the Work in accordance with the Contract Documents. The Contractor shall, upon request of the Engineer, furnish satisfactory evidence as to the kind and quality of materials. (b) Where materials are to be furnished by the City, the type, size, quantity and location at which they are available will be stated in the Contract Documents. (c) Manufacturers’ warranties, guarantees, instruction sheets and parts listed, which are furnished with certain articles or materials incorporated in the Work, shall be delivered to the Engineer before Acceptance of the Contract.

4.02. STORAGE OF MATERIALS
Articles or materials to be incorporated in the Work shall be stored in such a manner as to insure the preservation of their quality and fitness for the Work, and to facilitate inspection.

4.03. TRADE NAMES AND ALTERNATIVES
Whenever a material, article, system or sub-system is specified or described by using the name and/or model of a proprietary product or trademark or the name of the manufacturer or vendor, the specified item shall establish the type, function, and quality required. It shall be understood that the words “or approved equivalent” are implied whether or not they follow the proprietary enumeration.

The City reserves the right to determine when proprietary items have no equivalency, and when uniformity of operations, interchangeability of parts, standard parts inventory, etc., are in the City’s best interest.

Requests for review of equivalency will be considered upon submission of sufficient information as described herein, to allow complete review. Such requests shall not be accepted from anyone other than the Contractor. Such submission must be made prior to purchase, fabrication, manufacture or use of the equivalent items under consideration. (a) Contractor’s Risk. If the Contractor includes in its Bid or later proposes any material, product or equipment that the Contractor considers equivalent to that specified, the Contractor assumes all risk of any sort associated with Acceptance or rejection of proposed equivalent items. The Contractor shall have no right to make claim based upon Contractor’s Bid that includes a proposed equivalent item(s) of work which resulted in a lower Bid amount for said item(s) or lower total bid.
(b) Submission Requirements. Each submission for equivalency review shall include:
(1) Justification for use of the proposed equivalent item(s), including evidence, as applicable, that Contract specified material, product or equipment is unobtainable or unobtainable within an acceptable time for contract completion;
155
General Conditions
Page | 5-34
(2) A description of the difference between specified item(s) and proposed equivalent item(s) and the comparative advantages and disadvantages of each;
(3) All relevant data addressing each specified parameter to show equivalency;
(4) A prediction of any effects the proposed change will have on operation and maintenance costs where applicable.
(c) Equivalency. An item will be considered equivalent to the item specified if it is equal to or better in:
(1) Design and strength in all sub-parts, quality, reliability and durability, operation, maintenance and serviceability, as applicable; and (2) Specified parameters in performance in all respects for the specific function(s) indicated in the contract.
(d) Supplemental Requirements. Any tests required by the City to establish quality and performance standards shall be promptly conducted by or through the Contractor at no additional cost to the City. In addition, the Contractor shall:
(1) Submit any additional data requested by the Engineer for the equivalency review; and
(2) Satisfactorily accomplish all changes, including any Engineering associated with use of equivalent items, at no additional cost to the City. (e) Equivalency Determinations. The Engineer shall be the sole judge as to equivalency determinations. The Engineer’s decision shall be final. The Contractor shall have no right of appeal to any decision rejecting the equivalency of any item. (f) Procedure.
(1) Data substantiating a request for a substitution of “an equal” item shall be submitted prior to the Award of the Contract pursuant to Section 3400 of the latest edition of the Public Contract Code.
(2) After the Bid opening, the apparent three low bidders shall have seven (7) calendar days to provide complete substantiating data for all product, material or system substitution requests. After this seven (7)-day period, the City may award the Contract to the apparent low bidder. In no event will product, material or system substitution requests submitted after the Award of Contract be considered. Failure to submit such substantiating data will result in the automatic rejection of the proposed substitution request. The City will have thirty (30) days to review the first ten (10) proposed substitution requests. For each additional five (5) product, material or system substitution requests over and above the initial ten (10), the City will have ten (10) additional days to review the proposed substitution requests.
(3) Each substitution request may include one alternate substitution. All alternate substitutions shall be submitted concurrently with substitution requests. Upon review by the City, proposed substitutions shall be returned to the Bidder marked either “accepted” or “rejected”. The City 156
General Conditions
Page | 5-35
shall only review alternative substitution requests if the primary substitution request is rejected. If a substitution request, and its alternative, is returned “rejected”, no further substitution requests for that product, material or system will be allowed and the Bidder will provide the specified product, material or system.
(4) If, after all substitution requests have been processed, substitution requests by the apparent low Bidder are rejected by the City, the apparent low Bidder may elect not to execute the Contract. Under no circumstances, will bidders be allowed to alter their Bid Price as originally submitted. This election shall be made in writing no later than five (5) days following the receipt of the reviewed substitution requests. An election by the Bidder not to execute the Contract will result in the forfeiture of the bidder’s Bid bond. If the apparent low Bidder elects not to continue, and the second low Bidder is awarded the Contract, the second low Bidder may then elect not to execute the Contract for the contract price shown on its Bid Form. Subsequent bidders shall have five (5) days following the receipt of the reviewed substitution requests and the Notice of Award in which to make their election. This process shall continue until one Bidder decides to continue with the Award of Contract process. (5) The City may award the Contract at any time after the time for submitting substitution requests expires pursuant to subpart (2), above. In the event the Contract is awarded prior to acceptance/rejection of substitution requests, all outstanding substitution requests shall be reviewed by the City as provided above. If the apparent low Bidder elects not to execute the Contract, the Award of Contract to the apparent low Bidder shall be rescinded and the Contract awarded to the next apparent low bidder. All bidders electing not to execute the Contract expressly agree that the City shall incur no liability for such rescissions. As provided herein, “apparent low bidder” means the lowest responsive and responsible bidder.

4.04. CERTIFICATES OF COMPLIANCE
(a) A Certificate of Compliance shall be furnished prior to the use of any materials for which the Technical Specifications require that such a certificate be furnished. In addition, when so authorized in the Specifications, the Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The Certificate of Compliance shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Contract. A Certificate of Compliance shall be furnished with each lot of material delivered to the Work and the lot so certified shall be clearly identified in the Certificate.
(b) All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the Work which conforms to the requirements of the Contract 157
General Conditions
Page | 5-36
Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not.
(c) The City reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance.
(d) The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer.
158
General Conditions
Page | 5-37
SECTION 5

LEGAL RELATIONS AND RESPONSIBILITY

5.01. COMPLIANCE WITH LAWS – PERMITS, REGULATIONS, TAXES The Contractor is an independent Contractor and shall, at the Contractor’s sole cost and expense, comply with all laws, rules, ordinances and regulations of all governing bodies having jurisdiction over the Work, obtain all necessary permits and licenses therefore, pay all manufacturers’ taxes, sales taxes, use taxes, processing taxes, and all federal and state taxes, insurance and contributions for social security and unemployment which are measured by wages, salaries or any remuneration paid to Contractor’s employees, whether levied under existing or subsequently enacted laws, rules or regulations. The Contractor shall also pay all property tax assessments on materials or equipment used until Acceptance by the City. If any discrepancy or inconsistency is discovered in the Plans or Specifications, or in this Contract in relation to any such law, rule, ordinance, regulation, order or decree, the Contractor shall forthwith report the same to the Engineer in writing. The Contractor shall also protect, defend and indemnify the City, the Engineer, and all of the City’s officers, agents, and servants against any claim or liability arising from or based upon the violation of any such law, rule, ordinance, regulation, order or decree, whether by the Contractor or its employees. Particular attention is called to the following:
(a) Without limitation, materials furnished and performance by Contractor hereunder shall comply with Safety Orders of the Division of Industrial Safety, State of California, Federal Safety regulations of the Bureau of Labor, Department of Labor; and any other applicable Federal regulations.
(b) The Contractor, upon request shall furnish evidence satisfactory to the City and Engineer that any or all of the foregoing obligations have been or are being fulfilled.

The Contractor warrants to the City that it is licensed by all applicable governmental bodies to perform this Contract and will remain so licensed throughout the progress of the Work, and that Contractor has, and will have, throughout the progress of the Work, the necessary experience, skill and financial resources to enable the Contractor to perform this Contract. (c) Contractor is required to insure that material safety data sheets (MSDSs) for any material requiring a material safety data sheet pursuant to any federal or state law are available in a readily accessible place on the Project premises. Contractor is also required to insure:
(1) The proper labeling of any substance brought onto the Project premise by Contractor or any Subcontractors and
(2) That the person(s) working with the material, or within the general area of the material, are appropriately informed about the hazards of the substance and follow proper handling and protection procedures. (d) Contractor is required to comply with the provisions of California Health and Safety Code section 25249.5, et seq. (Prop. 65), which requires the posting and giving of notice to persons who may be exposed to any chemical known to the State of California to cause cancer.

5.02. PREVAILING WAGE
(a) The Contractor shall forfeit as penalty to the City the amount specified by law for each calendar day or portion thereof for each worker (whether employed by the 159
General Conditions
Page | 5-38
Contractor or any Subcontractor) paid less than the stipulated prevailing rates for any work done under the Contract in violation of the provisions of the Labor Code and in particular, Section 1775 which is incorporated herein by reference. Copies of the current schedules for prevailing wages are on file in the City’s office, and the contents of those schedules are included herein as if set forth in full. (b) The City will not recognize any claims for additional compensation because of the payment of the wages set forth in these General Conditions. The possibility of wage increases is one of the elements to be considered by the Contractor in determining its proposal, and will not under any circumstances, other than delays caused by the City, the Engineer, or the City’s agents, be considered as the basis of a claim against the City.
(c) The Contractor agrees to follow the instructions of the City’s labor compliance officer until notified otherwise in writing by the City. (d) The Director of the Department of Industrial Relations of the State of California has determined the general prevailing rate of wages of per diem wages in the locality in which the work is to be performed for each craft or type of worker needed to execute the Contract. Copies of the applicable prevailing wage rate determinations are made available to the Contractor and Subcontractor at the Pre-Job Conference Meeting. The Contractor shall post a copy of this document at the prevailing wages at each job site, along with a CMU work place poster, printed on 8 1/2” X 11” paper or larger, in accordance with California Code of Regulations, Title 8, section 16451(d).

5.03. PREVAILING WAGE RECORDS
(a) The Work is subject to monitoring and enforcement of prevailing wage requirements by the Department of Industrial Relations (“DIR”) and the following provisions will apply:
(1) Contractor and Subcontractors shall maintain and furnish to the DIR, a certified copy of each weekly payroll (but no less often than monthly), with a statement of compliance signed under penalty of perjury. Such certified payroll reports in PDF form shall be transmitted electronically to the DIR after first registering at http://www.dir.ca.gov/Public-Works/CertifiedPayroll-Reporting.html. The provisions of Labor Code section 1776 are incorporated herein by reference.
(2) The CITY and the DIR shall review, including by way of job site inspections, and, if appropriate, audit payroll records to verify compliance with the public works requirements of the Labor Code. The DIR will notify the Contractor or Subcontractor(s), as appropriate) of any noncompliance, in order for all such Contractor or Subcontractor(s) to correct the noncompliance.
(3) The City shall withhold payments when payroll records are delinquent or inadequate.
(4) The City shall withhold payments equal to the amount of underpayment and applicable penalties when, after investigation, it is established that underpayment has occurred.
(5) The City shall cooperate with the DIR and DLSE in any investigation of suspected violations of prevailing wage requirements.
160
General Conditions
Page | 5-39
(6) As directed by the Labor Commissioner, the City shall withhold Contract payments equal to the payments due or estimated to be due to the Contractor or Subcontractors whose payroll records are delinquent or inadequate, plus any additional amount that the Labor Commissioner has reasonable cause to believe may be needed to cover a back wage and penalty assessment against such Contractor or Subcontractors. The Contractor shall be required to withhold payments to a Subcontractor whose payroll records are delinquent or inadequate until the Labor Commissioner provides notice that the Subcontractor has cured such delinquency or deficiency.
(7) These payroll records shall be made available to the City’s representatives. These records shall be maintained during the course of the Work. The Contractor and all Subcontractors shall make the certified payroll records available for inspection by City representatives upon request and shall permit such representatives to interview employees during the work hours on the job site.
(8) The Contractor shall be held entirely responsible for the prompt resolution of all non-compliances with the prevailing wage laws, including those pertaining to all Subcontractors and any lower tier Subcontractors. (9) The Project will not be accepted as complete by the City nor final payment made until all items of non-compliance are corrected or until appropriate provision is made by depository agreement to assure the ultimate resolution and payment of any back wages that may be found due.
(b) A pre-construction conference shall be conducted before commencement of the Work with the Contractor and Subcontractors at which time the prevailing wage requirements will be reviewed and agreed to by all parties.

5.04. LABOR DISCRIMINATION
Attention is directed to Section 1735 of the Labor Code, which reads as follows: “A Contractor shall not discriminate in the employment of persons upon public works on any basis listed in subdivision (a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926.1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every Contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter.”

5.05. EIGHT-HOUR DAY LIMITATION
(a) In accordance with the provisions of the Labor Code, and in particular, Sections 1810 to 1815 thereof, inclusive, eight hours labor shall constitute a day’s work, and no worker, in the employ of said Contractor, or any Subcontractor, doing or contracting to do any part of the work contemplated by this Contract, shall be required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of those provisions; provided that subject to Labor Code section 1815, a worker may perform work in excess of either eight (8) hours per day or forty (40) hours during any one week upon compensation for all hours worked in excess of eight (8) hours per day or 161
General Conditions
Page | 5-40
forty (40) hours during any one week at not less than one and one-half times the basic rate of pay.
(b) The Contractor and each Subcontractor shall also keep an accurate record showing the names and actual hours worked of all workers employed by them in connection with the Work. This record shall be open at all reasonable hours to the inspection of the City, State and Federal officers and agents. It is hereby further agreed that, the Contractor shall forfeit as a penalty to the City the sum of twentyfive dollars ($25.00) for each worker employed in the performance of this Contract by the Contractor or by any of its Subcontractors for each calendar day during which such worker is required or permitted to labor more than eight (8) hours in and one calendar day and forty (40) hours in any one calendar week in violation of Sections 1810 through 1815.

5.06. COMPLIANCE WITH STATE REQUIREMENTS FOR EMPLOYMENT OF

APPRENTICES
The Contractor’s attention is directed to Section 1777.5 of the Labor Code. Provisions of said section pertaining to employment of registered apprentices are hereby incorporated by reference into these Specifications. As applicable, the Contractor or any Subcontractor employed by the Contractor in the performance of the Work shall take such actions as necessary to comply with the provisions of Section 1777.5.

5.07. UNDERGROUND UTILITIES
(a) In accordance with Government Code section 4215, the Contractor shall be compensated for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating existing main or trunk line utility facilities which are not indicated in the Contract Plans and Specifications with reasonable accuracy, and for the equipment on the Project necessarily idled during such work, provided that the Contractor shall first notify the Engineer before commencing work on locating, repairing damage to, removing or relocating such utilities. Contractor shall not be assessed liquidated damages for delays in completing the Work when such delays are due to the failure of either the City or the owner of the utility to provide for removal or relocation of such utility facilities.
(b) The Contractor shall take all precautions necessary to protect the existing utilities within the project area. Any utilities damaged due to the Contractor’s negligence shall be repaired or restored to their original condition at the Contractor’s sole expense. Existing utilities shall be kept in service during the life of the Contract unless relocation, reconstruction, abandonment, or outage is specifically authorized by the Engineer.
(c) The Contractor shall provide and maintain such temporary supports as may be necessary to preserve the functions of the various utility systems. No wires, conduits and/or pipes shall be removed until all services therein have been made inoperable.
(d) The Contractor shall notify the Engineer and appropriate Regional Notification Center for operators of subsurface installations at least two (2) working days, but not more than fourteen (14) calendar days, prior to performing excavation or other work close to any underground pipeline, conduit, duct, wire and other structures.

The Contractor shall provide updated information to the Notification Center as required and on a periodic basis. The Regional Notification Center includes but is 162
General Conditions
Page | 5-41
not limited to the Underground Service Alert-Northern California (USA) at 1-800- 642-2444.
(e) The Contractor is advised that the State of California (Caltrans) does not participate in USA. The Contractor is required to notify Caltrans Permits Branch (916) 322-1297 for the location of State facilities.
(f) The Contractor shall not proceed with work until utility facilities involved have been located, disconnected, or otherwise adjusted by utility representatives. (g) The City Utility Maintenance Division will make repairs to all water service laterals and water mains damaged by the Contractor during the course of construction unless directed otherwise by the Engineer. Except as otherwise provided in this section, the Contractor shall be required to pay all labor, material and equipment costs incurred by the City Utilities Maintenance Division for the repairs made to damaged water service laterals and water mains. The City will bill the Contractor for the repairs and the bills will be paid by the Contractor prior to either the next monthly progress payment or prior to the final payment, whichever comes first. The Contractor shall provide to the Engineer proof of payment of the repair bills prior to the issuance of either the monthly progress payment or final payment. The current labor and equipment rates for the City Utility Maintenance Division will be made available to the Contractor at the preconstruction conference. The City shall have the right to deduct the total amount of any unpaid City repair bill from the money due or to become due the Contractor.
(h) The Contractor shall arrange a preconstruction meeting with Kinder Morgan to discuss pothole requirements and estimated review time of load calculations. A heavy equipment submission to Kinder Morgan is required prior to commencement of work.

The Contractor shall notify the City and Kinder Morgan two weeks’ prior to commencement of any work near Kinder Morgan’s pipeline and/or facilities.

The Contractor shall adherence to applicable provisions enumerated in the LOM200-29 “Guidelines for Design and Construction” relating to proposed projects affecting Kinder Morgan pipelines and Kinder Morgan pipeline easements and Information Bulletin #03-001, issued from the Office of the State Fire Marshal concerning encroachments within and adjacent to pipeline easements. Documents are included in the Appendix.

The exact location of Kinder Morgan’s pipeline can only be determined by pothole at a maximum of fifty (50) foot intervals (or as required by the Kinder Morgan onsite representative). The pothole work must be performed by hand excavation and in the presence of a Kinder Morgan on-site representative.

Excavation within two (2) feet of Kinder Morgan pipelines, valves and fittings must be performed by hand digging in the presence of a Kinder Morgan on-site representative.

All Kinder Morgan inspection costs will be paid by the City.

Heavy equipment will not be allowed to operate directly over Kinder Morgan pipelines or in Kinder Morgan right-of-way unless written approval is obtained from Kinder Morgan. Heavy equipment may only cross Kinder Morgan pipelines at locations designated by Kinder Morgan. The list of all heavy equipment which is going to cross the pipeline needs to be submitted to Kinder Morgan for load 163
General Conditions
Page | 5-42
calculation as part of safety and damage prevention. The Kinder Morgan right-ofway specialist, Jason Brothers, may be contacted at (559) 333-1799, [email protected]

5.08. WATER POLLUTION
The Contractor shall exercise every reasonable precaution to protect streams, lakes, reservoirs, and canals from pollution with fuels, oils, bitumen, calcium chloride, and other harmful materials and shall conduct and schedule Contractor’s operations so as to avoid or minimize muddying and silting of said streams, lakes, reservoirs, and canals. Care shall be exercised to preserve vegetation beyond the limits of construction. The Contractor shall comply with Section 5650 of the California Fish and Game Code and all other applicable statutes and regulations relating to the prevention and abatement of water pollution.

5.09. PAYMENT OF TAXES
The Contract prices paid for the Work shall include full compensation for all taxes, which the Contractor is required to pay, whether imposed by federal, state, or local governments.

5.10. PERMITS AND LICENSES
The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the lawful prosecution of the work. All permits and licenses shall be obtained in sufficient time to prevent delays to the Work. The Contractor shall, at a minimum, possess and maintain the licenses and permits set forth in the Contract Provisions.

5.11. PATENTS
The Contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on or incorporated into the Work, and agrees to indemnify, defend and save harmless the City, the Engineer, and their duly authorized representatives, from all suits at law, or actions of every nature for, or on account of, the use of any patented materials, equipment, devices, or processes.

5.12. PUBLIC CONVENIENCE
This section defines the Contractor’s responsibility with regard to convenience of the public and public traffic in connection with its operations. (a) The Contractor shall so conduct its operations as to offer the least possible obstruction and inconvenience to the public. The Contractor shall have under construction no greater length or amount of work than can be properly prosecuted with due regard to the rights of the public.
(b) Unless otherwise provided in the Contract Documents, all public traffic shall be permitted to pass through the Work with as little inconvenience and delay as possible. In order to expedite the passage of public traffic through or around the work, the Contractor shall install as appropriate signs, lights, flares, barricades, and other facilities for the sole convenience and direction of public traffic. Also, where directed by the Engineer, the Contractor shall provide and station competent flag persons whose sole duties shall consist of directing the movement of public traffic through or around the Work. The cost of furnishing and installing such signs, lights, flares, barricades, and other facilities, and the cost of providing and stationing such flag persons, all for the convenience and direction of public traffic, will be 164
General Conditions
Page | 5-43
considered as included in the Contract price and no additional compensation will be allowed.
(c) Spillage resulting from hauling operations along or across any publicly traveled way shall be removed immediately by the Contractor at its expense. (d) Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners.
(e) Convenient access to driveways, houses and buildings along the line of the work shall be maintained and temporary approaches to crossings or intersecting highways shall be provided and kept in good condition. When the abutting property owner’s access across the right-of-way line is to be eliminated, or to be replaced under the Contract by other access facilities, the existing access shall not be closed until the replacement access facilities are usable. (f) Water shall be supplied if ordered by the Engineer for the alleviation or prevention of dust nuisance as provided in the Contract Documents. Any water obtained from a fire hydrant within the City of West Sacramento shall be subject to a fire hydrant permit issued by the Engineering Division of the City of West Sacramento. (g) Flag persons and guards, while assigned to traffic control, shall perform their duties and shall be provided with the necessary equipment in accordance with the current “Instructions to Flagmen” of the California Department of Transportation. The equipment shall be furnished and kept clean and in good repair by the Contractor at its expense.
(h) All traffic control shall be in accordance with California Manual on Uniform Traffic Control Devices (California MUTCD), Part 6 and this Section 5.12. (1) Traffic Control Plans. Traffic Control Plans shall be developed for the project to assure that adequate consideration is given to the safety and convenience of motorists, pedestrians, and workers during construction.

The Traffic Control Plans shall include, but not be limited to, signing, pavement markings, construction scheduling, permanent barricades, methods and devices for delineation and channelization, placement and maintenance of devices, roadway lighting, traffic regulations, surveillance and inspection. The Traffic Control Plans shall be approved by the Engineer a minimum of two (2) working days prior to start of any work.

Non-compliance with any stipulation of this section will be justification for the City to stop work.
(2) Traffic Control Devices and Procedures. Traffic control devices and procedures shall conform to the California Manual on Uniform Traffic Control Devices (California MUTCD), Part 6 and this Section 5.12. Noncompliance with any stipulation of this section will be justification for the City to stop work.
(3) Elimination of On-Street Parking. The Contractor shall place notification for the elimination of on-street parking, if required, at least forty-eight (48) hours, but not more than seventy-two (72) hours prior to the start of work.

The notification shall include the Contractor’s phone number, the City of West Sacramento Community Development Department phone number (916) 617-4645, and the phrase “VEHICLES WILL BE TOWED
PURSUANT TO CVC SECTION 22651 (L)”. This notice shall be affixed to a Type II barricade that is placed in the lane of the road (max. 200 ft. 165
General Conditions
Page | 5-44
spacing) used for on-street parking. No other location or method of placement is acceptable. The notification shall be in a form approved by the Engineer. Non-compliance with any stipulation of this section will be justification for the City to stop work.
(4) Lane Closures. All lane closures shall be included in the Traffic Control Plans, and shall both conform to Section 5.12(h)(2) above, and be approved by the Engineer. Total road closures will not be allowed for the Project.
(5) Measurement and Payment. Unless specifically shown as an item of work on the proposal form, all traffic control shall be considered included in other items of work and no additional compensation will be made for labor, materials or equipment needed.

5.13. CONTINUOUS OPERABILITY OF FACILITIES
Absent written permission by the Engineer, the continuous operation of all existing facilities is required and shall in no way be affected by the Work.

5.14. SAFETY
(a) General
(1) The Contractor shall be solely and completely responsible for the conditions of the job Site, including safety of all persons and property during performance of the Work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to all applicable federal, state, and local laws, ordinances, and codes, and to the rules and regulations established by the California Division of Industrial Safety, and to other rules of law applicable to the Work.
(2) The services of the Engineer in conducting construction review of the Contractor’s performance is not intended to include review of the adequacy of the Contractor’s work methods, equipment, bracing or scaffolding or safety measures, in, on, or near the construction site, and shall not be construed as supervision of the actual construction nor make the Engineer or the City responsible for providing a safe place for the performance of work by the Contractor, Subcontractors, or suppliers; or for access, visits, use work, travel or occupancy by any person. (3) The Contractor shall carefully instruct all personnel working in potentially hazardous work areas as to potential dangers and shall provide such necessary safety equipment and instruction as is necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to electrical work, work involving excavation and in sump pump work.
(4) All work and materials shall be in strict accordance with all applicable State, Federal and local laws, rules, regulations, and codes. (5) Nothing in this Contract is to be construed to permit work not conforming to governing law. When Contract Documents differ from governing law, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and 166
General Conditions
Page | 5-45
provided with guards and protection as required by safety codes. Where vapor-tight or explosion-proof electrical installation is required by law, this shall be provided.
(6) The Contractor shall submit a safety plan and/or narrative description to the Engineer prior to commencement of the Work. This safety plan and/or narrative description shall describe all first aid, safety clothing, etc. to be used at the Project Site.
(b) Shoring and Trench Safety Plan
(1) Attention is directed to Section 832 of the Civil Code of the State of California relating to lateral and subjacent support, and the Contractor shall comply with this law.
(2) In accordance with Section 6705 of the State Labor Code, the Contractor shall submit to the City specific plans to show details of provisions for worker protection from caving ground. Not less than thirty (30) days before beginning excavation for any trench or trenches five feet or more in depth required under this Contract, the Contractor shall furnish to the Engineer Working Drawings of its trench safety plan. The trench safety plan Working Drawings shall be detailed plans showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground. If such plan varies from the shoring system standards established by the Construction Safety Orders of the California Division of Industrial Safety or the Federal Safety and Health Regulations for Construction of the Occupational Safety and Health Administration, Department of Labor, the plan shall be prepared by a registered civil or structural engineer. In no event shall the Contractor use a shoring, sloping, or protective system less effective than that required by said Construction Safety Orders, or less effective than that required by said Federal Safety Standards. Submission of this plan in no way relieves the Contractor from the requirement to maintain safety in all operations performed by the Contractor or its Subcontractors.

5.15. BLASTING
Except for exceptional circumstances, blasting shall be prohibited. Accordingly, Bids should be prepared on the basis that no blasting will be permitted. Should blasting be required and expressly approved by the City, the City will issue a Change Order for blasting work.

5.16. INTOXICATING LIQUORS AND NARCOTICS
The Contractor shall not sell, permit or suffer the introduction or use of intoxicating liquors or narcotics upon or about the Site.

5.17. PROTECTION OF PERSONS AND PROPERTY
(a) The Contractor shall take whatever precautions are necessary to prevent damage to all existing improvements, including above ground and underground utilities, trees, shrubbery that is not specifically shown to be removed, fences, signs, mailboxes, survey markers and monuments, buildings, structures, the City’s property, adjacent property, and any other improvements or facilities within or adjacent to the work. If such improvements or property are injured or damaged by reason of the Contractor’s operations, they shall be replaced or restored, at the 167
General Conditions
Page | 5-46
Contractor’s expense, to a condition at least as good as the condition they were in prior to the start of the Contractor’s operations.
(b) The Contractor shall adopt all practical means to minimize interference to traffic and public inconvenience, discomfort or damage. The Contractor shall protect against injury to any pipes, conduits or other structures crossing the trenching or encountered in the Work and shall be responsible for any injury done to such pipes or structures, or damage to property resulting therefrom. The Contractor shall support or replace any such structures without delay and without any additional compensation to the entire satisfaction of the Engineer. All obstructions to traffic shall be guarded by barriers illuminated at night. The Contractor shall be responsible for all damage to persons and property directly or indirectly caused by its operations and, under all circumstances, Contractor must comply with the laws and regulations of the State of California relative to safety of persons and property and the interruption of traffic and the convenience of the public within the respective jurisdictions.
(c) The Contractor is cautioned that it must replace all improvements in rights-of- way and within the public streets to a condition at least equal to what existed prior to the Contractor’s entry onto the job.
(d) Type and time of construction required at any road subject to interference by the work will be determined by those authorities responsible for maintenance of said road. It shall be the responsibility of the Contractor to determine the nature and extent of all such requirements, including provision of temporary detours as required; however, the construction right-of-way obtained by the City at affected roadways will be adequate for provision of all required detours. As required at any road crossing, the Contractor shall provide all necessary flag persons, guardrails, barricades, signals, warning signs and lighting to provide for the safety of existing roads and detours. Immediately after the need for temporary detours ceases, or when directed, the Contractor shall remove such detours and perform all necessary cleanup work, including replacement of fences, and removal of pavement. Included shall be all necessary replacement of existing roadway appurtenances, grading work, soil stabilization and dust control measures, as required and directed.
(e) The Contractor shall examine all bridges, culverts, and other structures over which it will move its materials and equipment, and before using them, Contractor shall properly strengthen such structures where necessary. The Contractor shall be responsible for any and all injury or damage to such structures caused by reason of its operations.

5.18. RESPONSIBILITY FOR REPAIR OF FACILITIES
All public or private facilities, including but not limited to, gravel surfacing at existing canals, structures, telephone cables, roadways, curbs, gutters, parking lots, private drives, levees and embankments for creeks, ponds and reservoirs disturbed during construction of the work shall be repaired and/or replaced by the Contractor to match facilities existing prior to construction. In addition, the Contractor shall be responsible for any settlement damage to such facilities or adjoining areas for a period of one year after Acceptance of such required facilities.

5.19. CITY’S REPAIR
In the event the Contractor refuses or neglects to make good any loss or damage for which it is responsible under this Contract, the City may itself or by the employment of others, make good any such loss or damage, and the cost and expense of doing so, including any 168
General Conditions
Page | 5-47
reasonable engineering, legal and other consultant fees, and any costs of administrative and managerial services, shall be charged to the Contractor. Such costs and expenses may be deducted by the City from claims for payment made by the Contractor for work completed or remaining to be completed.

5.20. ANTITRUST CLAIM ASSIGNMENT
In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to this contract, the Contractor and all Subcontractors shall offer and agree to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials pursuant to the public works contract or subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgement by the parties.

5.21. WAIVER OF RIGHT TO RESCIND FOR MATERIAL BREACH
The Contractor agrees that it can be adequately compensated by money damages for any breach of this Contract which may be committed by the City and hereby agrees that no default, act, or omission of the City or the Engineer, shall constitute a material breach of the Contract entitling the Contractor to cancel or rescind the provisions of this Contract or (unless the City shall so consent or direct in writing) to suspend or abandon performance of all or any part of the Work. The Contractor hereby waives any and all rights and remedies to which it might otherwise be or become entitled, save only its right to money damages.

5.22. CONTRACTOR’S LICENSE NOTICE

CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE BOARD. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO:

REGISTRAR CONTRACTORS’ STATE LICENSE BOARD
9821 BUSINESS PARK DRIVE
SACRAMENTO, CALIFORNIA 95827
MAILING ADDRESS:

P.O. BOX 26000
SACRAMENTO, CALIFORNIA 95826

5.23. HISTORICAL, SCIENTIFIC AND ARCHEOLOGICAL DISCOVERIES All articles of historical or scientific value, including but not limited to coins, fossils, and articles of antiquity which may be uncovered by the Contractor during the progress of work, shall become City property.

If archaeological resources are discovered within or near construction limits, do not disturb the resources and immediately:

1. Stop all work within a 60-foot radius of the discovery

2. Secure the area

3. Notify the Engineer
The City investigates the discovery. Do not move archaeological resources or take them from the job site. Do not resume work within the radius of discovery until authorized. 169
General Conditions
Page | 5-48
If ordered, furnish resources to assist in the investigation or recovery of archaeological resources. This work is change order work.

5.24. INSURANCE
Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by the Contractor, its agents, representatives, employees or Subcontractors. The cost of such insurance shall be included in the Contractor’s bid.
(a) Neither the Contractor nor any Subcontractors shall commence any work until all required insurance has been obtained at their own expense. Such insurance must have the approval of the City as to limit, form, and amount, and shall be placed with insurers with a current A. M. Best’s rating of no less than A-VII. (b) Any insurance bearing on adequacy of performance shall be maintained after completion of the project for the full guarantee period. (c) Prior to execution of the Contract, the Contractor shall furnish the City with original endorsements effecting coverage for all policies required by the Contract. The endorsements shall be signed by a person authorized by the insurer to bind coverage on its behalf. The endorsements are to be on forms provided or approved by the City. The City may require the Contractor or any Subcontractor to furnish complete certified copies of all insurance policies affecting the coverage required by the Contract.
(d) All of the Contractor’s policies shall contain an endorsement providing that written notice shall be given to the City at least sixty (60) calendar days prior to termination, cancellation, or reduction of coverage in the policy. (e) Any policy or policies of insurance that the Contractor elects to carry as insurance against loss or damage to its construction equipment and tools shall include a provision therein providing a waiver of the insurer’s right to subrogation against the City and the Engineer.
(f) The requirements as to the types, limits, and the City’s approval of insurance coverage to be maintained by the Contractor are not intended to and shall not in any manner limit or qualify the liabilities and obligations assumed by the Contractor under the Contract.
(g) In addition to any other remedy the City may have, if the Contractor or any of the Subcontractors fails to maintain the insurance coverage as required in this section, the City may obtain such insurance coverage as is not being maintained, in form and amount substantially the same as required herein, and the City may deduct the cost of such insurance from any amounts due or which may become due the Contractor under this Contract.
(h) Kinder Morgan requires Contractors working within Kinder Morgan easements to include Kinder Morgan as an additional insured on their insurance policy. A copy of the policy will need to be submitted to Kinder Morgan.
(i) The Contractor and all Subcontractors shall, at their expense, maintain in effect at all times during the performance of work under the Contract not less than the following coverage and limits of insurance, which shall be maintained with insurers and under forms of policy satisfactory to the City. The maintenance by the 170
General Conditions
Page | 5-49
Contractor and all Subcontractors of the following coverage and limits of insurance is a material element of this Contract. The failure of the Contractor or any Subcontractor to maintain or renew coverage or to provide evidence of renewal may be treated by the City as a material breach of this contract. (1) Workers’ Compensation and Employer’s Liability Insurance (i) Workers’ Compensation
The Contractor and all Subcontractors shall maintain insurance to protect the Contractor or Subcontractor from all claims under Workers’ Compensation and Employer’s Liability Acts, including Longshoremen’s and Harbor Workers’ Act. Such coverage shall be maintained, in type and amount, in strict compliance with all applicable State and Federal statutes and regulations. The Contractor shall execute a certificate in compliance with Labor Code section 1861, on the form provided in the Contract Documents.
(ii) Claims Against City
If an injury occurs to any employee of the Contractor or any of the Subcontractors for which the employee or its dependents, in the event of its death, may be entitled to compensation from the City under the provisions of the said Acts, or for which compensation is claimed from the City, there will be retained out of the sums due the Contractor under this Contract, an amount sufficient to cover such compensation as fixed by said Acts, until such compensation is paid or it is determined that no compensation is due. If the City is required to pay such compensation, the amount so paid will be deducted and retained from such sums due, or to become due, the Contractor.
(2) Commercial General and Automobile Liability Insurance The Contractor shall maintain in effect at all times during the performance of the work hereunder not less than the following coverage’s and limits of Commercial General and Automobile Liability insurance:
(i) Form and Amount
The insurance shall include, but shall not be limited to, protection against claims arising from death, bodily injury, personal injury, or damage to property resulting from actions, failures to act, operations or equipment of the insured, or by its employees, agents or consultants, or by anyone directly or indirectly employed by the insured. The amount of insurance coverage shall not be less than $1,000,000.00 per occurrence with an aggregate no less than two (2) times the required per occurrence limit applying to bodily injury, personal injury, and property damage, or any combination of the three. Any deductibles must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles as respects the entity, its officers, officials, employees and volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration expenses, and defense 171
General Conditions
Page | 5-50
expenses. The commercial general and automobile liability insurance coverage shall also include the following:
(ii) Additional Requirements
Provision or endorsement naming the City, the Engineer and its consultants, and each of their officers, employees, and agents, each as additional insured’s with respect to any potential liability arising out of the performance of any work under the Contract, and providing that such insurance is primary insurance as respects the interest of the City and Engineer, and its consultants, and each of their officers, employees, and agents and that any other insurance, risk pool membership, or other liability protection maintained by the City or maintained by the Engineer is excess to the insurance required hereunder, and will not be called upon to contribute to any loss unless and until all limits available under the Contractor ‘s and Subcontractor’s insurance policy/policies have been paid. The additional insured coverage under the Contractor’s policy shall be “primary and non-contributory” and will not seek contribution from the City’s insurance or self-insurance and shall be at least as broad as CG 20 01 04 13.
(iii) “Cross Liability” or “Severability of Interest” clause. (iv) Broad Form Property Damage, Personal Injury, Contractual Liability, Protective Liability, and Completed Operations coverage’s, and elimination of any exclusion regarding loss or damage to property caused by explosion or resulting from collapse of buildings or structures or damage to property underground, commonly referred to by insurers as the “XCU” hazards.
(v) Provision or endorsement stating that such insurance, subject to all of its other terms and conditions, applies to the liability assumed by the Contractor under the Contract, including, without limitation, that set forth in Section 4.02, Indemnity and Litigation Costs.
(vi) Provision or endorsement stating that any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its officers, officials, employees, or volunteers.
(vii) The Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.
(3) Builder’s Risk or Installation Floater “All-Risk” Insurance. Before commencement of the Work, the Contractor shall submit written evidence that it has obtained for the period of the Contract, Builder’s Risk “All-Risk” Completed Value Insurance and/or Inland Marine “All-Risk” Installation Floater Insurance, as may be applicable, upon the entire project which is the subject of this Contract, including completed work and work in progress. The policy or policies of insurance shall name the Contractor, City, and Engineer as insured’s as their respective interests may appear, and shall include an insurer’s waiver of subrogation rights in favor of 172
General Conditions
Page | 5-51
each. Such insurance may have a deductible clause, but the amount of the deductible shall be subject to the approval of the City, except that the deductible on earthquake coverage may be in accordance with the underwriter’s requirements.

5.25. INDEMNITY AND LITIGATION COST
(a) Promptly upon execution of the Contract, the Contractor specifically obligates itself and hereby agrees to protect, hold free and harmless, defend and indemnify the City, the Engineer and its consultants, and each of their officers, employees and agents, from any and all liability, penalties, costs, losses, damages, expenses, causes of action, claims or judgments, including attorney’s fees, which arise out of or are in any way connected with the Contractor’s, or its Subcontractors’ or suppliers’, performance of work under this Contract or failure to comply with any of the obligations contained in the Contract. This indemnity shall imply no reciprocal right of the Contractor in any action on the contract pursuant to California Civil Code section 1717 or section 1717.5. To the fullest extent legally permissible, this indemnity, defense and hold harmless agreement by the Contractor shall apply to any and all acts or omissions, whether active or passive, on the part of the Contractor or its agents, employees, representatives, or Subcontractor’s agents, employees and representatives, resulting in claim or liability, irrespective of whether or not any acts or omissions of the parties to be indemnified hereunder may also have been a contributing factor to the liability, except such loss or damage which was caused by the active negligence, the sole negligence, or the willful misconduct of the City. The Contractor’s obligations under this Section shall apply to claims arising from the Contractor’s mistake, error, or neglect in preparing its Bid for this project. The Contractor’s obligations under this Section shall apply to claims arising from the Contractor’s mistake, error, or neglect in preparing its Bid for this project.
(b) In any and all claims against the City, the Engineer and each of their consultants, officers, employees and agents by any employee 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, the indemnification obligation under this section shall not be limited in way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under Workers’ Compensation statutes, disability benefit statutes or other employee benefit statutes.

5.26. PROTECTION OF WORK
(a) The Contractor shall be responsible for the care of all the Work until its completion and final acceptance. The Contractor shall, at its own expense, replace damaged or lost material and repair damaged parts of the Work or the same may be done at the Contractor’s expense by the City and the Contractor and its sureties shall be liable therefor. The Contractor shall make its own provisions for properly storing and protecting all material and equipment against theft, injury, or damage from any and all causes. Damaged material and equipment shall not be used in the Work.

The Contractor shall take all risks from floods and casualties except as provided by law, and shall make no charge for the restoration of such portions of the work as may be destroyed or damaged by flood or other casualties or because of danger from flood or other casualties or for delays from such causes. The Contractor may, however, be allowed a reasonable extension of time on account of such delays, subject to the conditions herein before specified. The Contractor shall not be responsible for the cost, in excess of 5% of the contracted amount, of repairing or restoring damage to the Work, if the damage was proximately caused by an 173
General Conditions
Page | 5-52
earthquake in excess of a magnitude of 3.5 on the Richter Scale or by tidal waves; provided that the Work damaged was built in accordance with accepted and applicable building standards, and the plans and specifications of the City. (b) Contractor shall effectively secure and protect adjacent property and structures, livestock, crops and other vegetation. If applicable, the Contractor shall open fences on or crossing the right-of-way and install temporary gates of sound construction thereon so as to prevent the escape of livestock. Adjacent fence posts shall be adequately braced to prevent the sagging or slackening of the wire. Before such fences are opened, the Contractor shall notify the owner or tenant of the property and, where practicable, the opening of the fence shall be in accordance with the wishes of said owner or tenant. The Contractor shall be responsible that no loss or inconvenience shall accrue to the owner or tenant by virtue of their fences having been opened or the gate not having been either shut or attended at all times. Where special types of fences are encountered, the Contractor shall install temporary gates made of similar materials and of suitable quality to serve the purposes of the original fences. In all cases where the Contractor removes fences to obtain workroom, the Contractor shall provide and install temporary fencing as required, and on completion of construction shall restore the original fence to the satisfaction of the Engineer. All costs of providing, maintaining and restoring gates and fencing shall be home by the Contractor. The Contractor shall provide and maintain all passageways, guard fences, lights and other facilities for protection required by public authority or local conditions. (c) The Contractor shall use extreme care during construction to prevent damage from dust to crops and adjacent property. The Contractor, at its own expense, shall provide adequate dust control for the right-of-way and take other preventative measures as directed by the Engineer.
(d) The Contractor shall be responsible for all damage to any property resulting from trespass by the Contractor or its employees in the course of their employment, whether such trespass was committed with or without the consent or knowledge of the Contractor.
(e) The Contractor shall see that the Site is kept drained and free of all ground water and any other water, which may impede the progress or execution of the Work. (f) The Contractor shall be responsible for any damage caused by drainage or water runoff from construction areas and from construction plant areas. (g) In an emergency affecting the safety of life, the Work, or adjoining property, the Contractor, without special instruction or authorization from the Engineer, is hereby permitted to act at its discretion to prevent such threatened loss or injury, and the Contractor shall so act without appeal if so instructed or authorized. Any compensation claimed by the Contractor on account of emergency work shall be determined as specified In Section 2.07. Should the Engineer deem an emergency condition to exist, the Contractor shall immediately do those things and take those steps ordered by the Engineer. The decision of the Engineer in this respect shall be final and conclusive. Any claims for compensation made by the Contractor on account of emergency work shall be determined as specified in Section 2.07. (h) Except as provided by Government Code section 4215, the Contractor shall be responsible for the removal, relocation and protection of all public and private utilities, including irrigation facilities in the nature of utilities, located on the site of the construction project if and to the extent that the same are identified in the Contract Documents, and the Contractor shall not be entitled to any extension of 174
General Conditions
Page | 5-53
time or claim for damages for extra compensation in connection therewith. If and to the extent that such utilities or facilities are not identified in the Contract Documents, as between the Contractor and the City, the City will be responsible for the cost of their removal, relocation or protection, as the case may be, but the Contractor shall perform any such work in conformance with applicable provisions of Sections 2.06 and 2.07, if so directed by the Engineer. In such situations the Contractor shall not be responsible for delay in completion of the project caused by the failure of the City or the owner of the utility to provide for such removal or relocation. If the Contractor, while performing the Contract, discovers utility or irrigation facilities not identified by the City in the Contract Documents, the Contractor shall immediately notify the Engineer in writing. (i) Subject to the provisions of this section, where the Work to be performed under the Contract crosses or otherwise interferes with existing streams, watercourses, canals, farm ditches, pipelines, drainage channels, or water supplies, the Contractor shall provide for such watercourse or pipelines and shall perform such construction during the progress of the Work so that no damage will result to either public or private interests, and the Contractor shall be liable for all damage that may result from failure to so provide during the progress of the Work.

5.27. ACCIDENTS
(a) The Contractor shall provide and maintain, in accordance with Labor Code section 6708 and OSHA requirements, adequate emergency first-aid treatment for its employees and anyone else who may be injured in connection with the Work. (b) The Contractor shall promptly report in writing to the Engineer all accidents whatsoever arising out of or in connection with, the performance of the Work, whether on or adjacent to the site, which caused death, personal injury, or property damage, giving full details and statements of witnesses. In addition, if death or serious injury or serious damage are caused, the accident shall be reported immediately by telephone or messenger to the City and the Engineer. (c) If any claim is made by anyone against the Contractor or any Subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim.

5.28. NO PERSONAL LIABILITY
Neither the City, the Engineer, nor any of their other officers, agents, or employees shall be personally responsible for any liability arising under the Contract, except such obligations as are specifically set forth herein
175
General Conditions
Page | 5-54

THIS PAGE IS INTENTIONALLY LEFT BLANK
176
General Conditions
Page | 5-55
SECTION 6

PROGRESS AND COMPLETION OF WORK

6.01. PROGRESS SCHEDULE
The Contractor shall submit within ten (10) days after execution of the Contract a detailed work schedule(s) which shall detail the actions of the Contractor and Subcontractors working at the Site. This schedule(s) shall both show the dates at which the Contractor will start and complete and conform to the completion time specified in the Contract. The controlling operation, defined as the least float path, if any, shall be identified.

The Contractor shall review, revise and resubmit the progress schedule at least once a month to reflect progress. In any event, Contractor shall submit, at any time during the contract period, a current schedule to the Engineer at the Engineer’s request.

No progress payments will be made for any work performed until a satisfactory schedule has been submitted and approved by the Engineer. An updated schedule shall be required from the Contractor if the project falls ten (10) working days behind schedule.

If the Work falls behind the accepted schedule, the Contractor shall promptly take whatever actions are necessary to put the project back on schedule. For delays or portions of delays for which the Contractor is responsible, no payment will be made or time extension allowed for increase in work force, equipment, and working hours needed to put the project on schedule.

6.02. COMMENCEMENT AND PROGRESS OF THE WORK AND TIME OF COMPLETION (a) Commencement
The Contractor shall begin the Work after receiving a Notice to Proceed within the period of time set forth in the Contract Provisions. Thereafter, Contractor shall diligently prosecute the Work to completion as specified in the Contract Documents. The Engineer shall have the right to specify the locations where Contractor shall start and proceed with the Work.

A preconstruction conference will be convened after the Contractor has delivered the necessary bonds, insurance certificates and signed agreement in proper form as required in the invitation to bid, Bid proposal and general conditions of these specifications. Prior to any work, the Contractor shall provide the Engineer with a list of key personnel assigned to the project and the telephone numbers where they may be reached at any time. The list shall be made available in sufficient copies and presented at the preconstruction conference.

Notwithstanding any other provisions of the Contract, the City shall not be obligated to accept or pay for any work furnished by the Contractor prior to the issuance of the Notice to Proceed whether or not the City has knowledge of the furnishing of such work. The Contractor shall not commence with work on this project until its Contract bonds and evidence of insurance comply with all Contract requirements and a Notice to Proceed has been issued.

The Contractor shall notify the Engineer in writing two (2) working days (48 hours) prior to commencement of work on the Project or scheduling work for a Saturday, Sunday, or City Holiday. Failure to provide said notification will void the City’s obligation to provide inspection. Any work done in the absence of the City’s Inspector shall be subject to rejection.
177
General Conditions
Page | 5-56
(b) Completion
All work under this Contract shall be completed within the period of time set forth in the Contract Provisions. The Contract shall be deemed completed when the Engineer has certified the completion of the Project as provided in Section 9.07 of these General Conditions.

6.03. SUSPENSION OF WORK
(a) The Engineer may at any time, by notice in writing to the Contractor, suspend any part of the Work for such period of time as may be necessary to prevent improper execution of the Work on the project by the Contractor, its Subcontractors or agents, and the Contractor shall have no claim for damages or additional compensation on account of any such suspension.
(b) The City may at any time suspend any part or all of the Work upon ten (10) days written notice to the Contractor, who shall thereupon discontinue all work suspended except for all operations to prevent loss or damage to work already executed as may be directed by the Engineer. Work shall be resumed by the Contractor after such suspension on written notice from the City. (c) In the event of any suspension of the Work in whole or in part under subsection (b) above, the Contractor shall be entitled to an extension of time wherein to complete the Work to the extent of the delay caused to the Contractor thereby. (d) In the event the entire work shall be suspended by order of the City, as herein above provided, and shall remain so suspended for a period of sixty (60) consecutive days, through no fault of the Contractor, and notice to resume the Work shall not have been served on the Contractor as herein above provided, Contractor may, at its option, by written notice to the City, terminate the Contract in the same manner as if the termination had been initiated by the City, and the City shall have no claim for damages because of such termination of the Contract.

6.04. DELAY IN THE WORK – TIME EXTENSIONS
The Contractor shall at all times employ such force, plant, materials, and tools as will be sufficient, in the opinion of the Engineer, to prosecute the Work at not less than the rates fixed under the terms of the Contract and to complete the Work thereof within the time limits fixed therein. If the Contractor refuses or fails to prosecute the Work, or any separable part thereof, with such diligence as will ensure the completion within the time specified in the Contract, or any extension thereof, or fails to complete said work within such time, the City may exercise the termination provisions set forth in Section 4.05, below. (a) Excusable Delays. Excusable delays shall be delays in the controlling operation of the Contractor’s work due to strikes, lockouts by others, fire, unusual delay in transportation, unavoidable casualties, adverse weather conditions which could not have been reasonably anticipated, or any other act(s) of God beyond the Contractor’s control, or by delay authorized by the City, or by any cause which the City shall decide to justify the delay. Except as provided in Section 6.04(f), below, in the event of an excusable delay, the time of completion shall be extended for such reasonable time as the City may decide. The Contractor’s right to an extension of time for an excusable delay is expressly subject to Contractor’s giving written notice of such claim within ten (10) days following the date the Contractor knew or should have known of the delay. Failure to give such notice shall be 178
General Conditions
Page | 5-57
construed as a waiver of such right. It is understood and agreed that extensions of time shall be the Contractor’s sole and exclusive remedy for excusable delays. (b) Compensable delays. Compensable delays shall be delays in the controlling operating of the Contractor’s work due to acts or neglect of the City, its employees or those under it by contract or otherwise, or by changes ordered in the work. In the event of a compensable delay, the time of completion shall be extended for such reasonable time as the City may decide. In addition, the Contractor may recover its direct costs as provided in Section 4.056.05. The Contractor’s remedies for compensable delays are expressly subject to Contractor’s giving ten (10) days written notice of such claim from the date the Contractor knew or should have known of the delay. It is understood and agreed that the Contractor’s sole and exclusive remedies for compensable delays shall be an extension of the time and recovery of its direct costs as compensable hereunder, but only in accordance with the provisions of the Contract Documents.
(c) Contractor and City understand and agree that the Contract time for the completion of this project is a very important part of the contract. Extensions of time will only be granted as provided above when events actually cause the Contractor to be delayed in the performance of that schedule activity which is the controlling operation as of the time of the delay. When acts or omissions occur which could cause delay, Contractor will take all reasonable means in order to be able to continue to work as scheduled without any delay, or as short a delay as possible.

Additionally, if inclement weather causes accumulation of standing water on the work site or other conditions which might cause delay, Contractor shall take all measures reasonably necessary to permit work to continue as quickly as possible. (d) If adverse weather conditions are the basis for a claim for additional time, such claim shall be documented by date substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction.

Adverse weather conditions shall be considered only as those conditions that exceed the average annual number of rain days and rain quantities as established by the Annual Local Climatological Summary and NOAA National Technical Memorandum NWS WR-65 (Revised) as published by the United States Government, National Weather Service, National Climate Center, Asheville, North Carolina.
(e) The Engineer shall be responsible for determining when adverse weather conditions result in non-workable days. It shall be the Contractor’s duty to stay informed of such determinations by the Engineer. The Contractor may object to such adverse weather determinations by filing with the Engineer a written notice of objection. The notice of objection shall state the basis of the objection and provide supporting documentation, which substantiates that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction.

All such notices of objection shall be filed within three (3) days of the day in dispute. It is hereby agreed that the Contractor’s failure to submit a written notice of objection within three (3) days of the Engineer’s adverse weather determination shall constitute a waiver by the Contractor of all its rights to further protest, judicial or otherwise.
(f) The Engineer will, within a reasonable period of time, issue a ruling on the Contractor’s notice of objection. All such rulings by the Engineer shall be final, unless the Contractor files a written protest within fifteen (15) days of the Engineer’s ruling. This protest shall clearly state the basis of the dispute. Such 179
General Conditions
Page | 5-58
protest will be forwarded promptly to the City, which will issue a decision on each such protest. The City decision will be final. Pending the City decision, the Contractor shall proceed with its work in accordance with the Engineer’s ruling and/or instructions. It is hereby agreed that the Contractor’s failure to file a protest within fifteen days (15) of the Engineer’s ruling shall constitute a waiver by the Contractor of all its rights to further protest, judicial or otherwise. (g) The number of days that are anticipated to be non-workable due to adverse weather conditions shall be as set forth in Section 6.04(d) of the General Conditions. Days deemed non-workable by the Engineer in excess of such anticipated number shall be considered excusable delays. (h) Unexcused delays shall be delays in the Contractor’s work due to acts or neglect of the Contractor, its employees, Subcontractors or those under it by contract or otherwise. In the event of an unexcused delay, the Contractor expressly agrees that it shall not be entitled to either an extension of time or recovery of its costs. (i) A request for an extension of time, or the granting of an extension of time, shall not constitute a basis for any claim against the City for additional compensation or damages unless caused by the City or another Contractor employed by the City.

6.05. DAMAGES FOR DELAY
In the event of compensable delay, the City shall only be liable for idle equipment, idle workers and the necessary costs of transporting equipment. The City shall be liable to the extent that the compensable delay is concurrent with excusable delays or Contractor caused delays to the controlling operation. The allowable costs shall be as for force account work under Section 2.04 with the following exceptions:
(a) The Delay Factor in the Labor Surcharge and Equipment Rental Rules applies to each equipment rental rate;
(b) The daily number of payable hours shall equal the normal working hours during the delay, not to exceed eight (8) hours per day; and
(c) No markups will be added.

6.06. TERMINATION FOR CONVENIENCE
If at any time before completion of the Work, the City determines that it is either impossible or against the interests of the City to complete the Work, or if the Work is stopped by an injunction of a court of competent jurisdiction or by order of any competent authority, the City may, upon ten (10) days written notice to the Contractor, discontinue the Work and terminate the Contract. Upon service of such notice of termination, the Contractor shall discontinue the Work in such manner, sequence, and at such times as described below. The Contractor shall have no claim for damages for such discontinuance or termination, nor any claim for anticipated profits on the Work thus dispensed with, nor any other actually performed up to the time of discontinuance, including any Extra Work ordered by the Engineer to be done, nor for any claim for liquidated damages.

Termination of the Contract for convenience and the total compensation payable to the Contractor in the event of termination shall be governed by the following:
180
General Conditions
Page | 5-59
(a) The Engineer will issue the Contractor a written notice signed by the Engineer, specifying that the Contract is to be terminated. Upon receipt of said written notice and, except as otherwise directed in writing by the Engineer, the Contractor shall:
(1) Stop all Work under the Contract except that specifically directed to be completed prior to Acceptance.
(2) Perform Work the Engineer deems necessary to secure the project for termination.
(3) Remove equipment from the site of the Work.
(4) Take such action as is necessary to protect materials from damage. (5) Notify all Subcontractors and suppliers that the Contract is being terminated and that their contracts or orders are not to be further performed unless otherwise authorized in writing by the Engineer. (6) Provide the Engineer with an inventory list of all material previously produced, purchased or ordered from suppliers for use in the Work and not yet used in the Work, including its storage location, and such other information as the Engineer may request.
(7) Dispose of material not yet used in the Work as directed by the Engineer. (8) It shall be the Contractor’s responsibility to provide the City with good title to all materials purchased by the City hereunder, including material for which partial payment has been made and with bills of sale or other documents of title for such materials.
(9) Subject to the prior written approval of the Engineer, settle all outstanding liabilities and all claims arising out of subcontracts or orders for material terminated hereunder. To the extent directed by the Engineer, the Contractor shall assign to the City all the right, title and interest of the Contractor under subcontracts or orders for materials terminated hereunder.
(10) Furnish the Engineer with the documentation required to be furnished by the Contractor under the provisions of the Contract including, on projects as to which Federal funds are involved, all documentation required under the Federal requirements included in the Contract.
(11) Take such other actions as the Engineer may direct. (b) Termination of the Contract shall not relieve the Contractor of responsibility for damage to materials except as follows:
(1) The Contractor’s responsibility for damage to materials for which partial payment has been made and for materials furnished by the City for use in the Work and unused shall terminate when the Engineer certifies that such materials have been stored in the manner and at the locations he or she has directed.
(2) The Contractor’s responsibility for damage to materials purchased by the City subsequent to the issuance of the notice that the Contract is to be 181
General Conditions
Page | 5-60
terminated shall terminate when title and delivery of such materials has been taken by the City.
(3) When the Engineer determines that the Contractor has completed the Work under the Contract directed to be completed prior to termination and such other Work as may have been ordered to secure the project for termination, he or she will recommend that the Engineer formally accept the Contract, and immediately upon and after such Acceptance by the Engineer, the Contractor will not be required to perform any further Work thereon and shall be relieved of his or her Contractual responsibilities for injury to persons or damage to property which occurs after the formal Acceptance of the project by the Engineer.
(c) The total compensation to be paid to the Contractor shall be determined by the Engineer on the basis of the following:
(1) The reasonable cost to the Contractor, without profit, for all Work performed under the Contract, including mobilization, demobilization and Work done to secure the project for termination. Reasonable cost will include a reasonable allowance for project Overhead and general administrative Overhead not to exceed a total of seven (7%) percent of Direct Costs of such Work.
(2) A reasonable allowance for profit on the cost of the Work performed as determined under Section (a) above, provided the Contractor establishes to the satisfaction of the Engineer that it is reasonably probable that he or she would have made a profit had the Contract been completed and provided further, that the profit allowed shall in no event exceed four (4%) percent of said cost.
(3) The reasonable cost to the Contractor of handling material returned to the vendor, delivered to the City or otherwise disposed of as directed by the Engineer.
(4) A reasonable allowance for the Contractor’s administrative costs in determining the amount payable due to termination of the Contract.

All records of the Contractor and the Subcontractors, necessary to determine compensation in accordance with this section shall be open to inspection or audit by representatives of the City at all times after issuance of the notice that the Contract is to be terminated and for a period of three (3) years, and such records shall be retained for that period.

After Termination of the Work by the Engineer, the Engineer may make payments on the basis of interim estimates pending issuance of the Final Statement, when in his or her opinion the amount thus paid, together with all amounts previously paid or allowed, will not result in total compensation in excess of that to which the Contractor will be entitled.

All payments, including payment upon the Final Statement, shall be subject to deduction for prior payments and amounts, if any, to be kept or retained under the provisions of the Contract.
182
General Conditions
Page | 5-61
(d) The provisions of this section shall be included in all subcontracts.

6.07. TERMINATION FOR DEFAULT
(a) In the event of any default by the Contractor as described below, the City may, after giving ten (10) days’ written notice to the Contractor, terminate the Contractor’s right to proceed with the Work or any part of the Work in the City’s sole discretion. Events of default include:
(1) Failure or refusal to prosecute the Work, or any separable part thereof, with such diligence as will ensure the completion within the time specified in the Contract, or any extension thereof, or failure to complete said work within such time.
(2) Filing of bankruptcy by the Contractor, or the making of a general assignment for the benefit of its creditors, or appointment of a receiver on account of Contractor’s insolvency without discharge of the receiver within ten (10) days after its appointment.
(3) Failure to make prompt payments to Subcontractors or suppliers. (4) Persistent disregard of laws, ordinances, or the instructions of the Engineer, or other substantial violation of any provision of the Contract. (b) In the event the right of the Contractor to proceed with the Work, or any portion thereof, has been terminated because of the default of the Contractor and the Contractor has been given ten (10) days’ notice to cure such fault and has not done so, the City may take over the Work and prosecute the same to completion by contract or any other method the City deems expedient, and may take possession of and utilize in completing the Work such materials, appliances, equipment and plant as may be on the site of the Work and necessary therefore. In such event, the Contractor and its sureties shall be liable for all damages including costs of managerial and administrative services, engineering, legal and other consultant fees, and liquidated damages sustained or incurred by the City. (c) Upon termination, the Contractor shall not be entitled to receive any further payment until the Work is finished. If upon completion of the Work the total cost to the City, including engineering, legal and other consultant fees, costs of managerial and administrative services, construction costs, and liquidated damages shall be less than the amount which would have been paid if the Work had been completed by the Contractor in accordance with the terms of the Contract, then the difference shall be paid to the Contractor in the same manner as the final payment under the Contract. If the total cost incurred by the City on account of termination of the Contract and subsequent completion of the Work by the City by whatever method the City may deem expedient shall exceed said amount which the Contractor would otherwise have been paid, the Contractor and its sureties shall be liable to the City for the full amount of such excess expense.
(d) The rights and remedies of the City provided in this section are in addition to any of the rights and remedies provided by the law or under this Contract. 183
General Conditions
Page | 5-62

6.08. FAILURE TO TIMELY COMPLETE THE WORK – LIQUIDATED DAMAGES (a) Liquidated Damages
(1) It is agreed by the parties to this Contract that time is of the essence. In the event all the Work is not completed before or upon the expiration of the time limit as set in the Bid, Contract and/or Progress Schedule, or within any time extensions that may have been granted, damage will be sustained by the City; and that it may be impracticable to determine the actual amount of damage by reason of such delay. Accordingly, it is agreed that the Contractor shall pay to the City as damages the amount set forth for each and every day’s delay in finishing the Work in excess of the number of days specified. Liquidated damages shall be paid at a rate of one thousand dollars ($1,000.00) per day unless otherwise stated in the Contract Documents. The parties expressly agree that the liquidated damage clause found in the Contract Documents is reasonable under the circumstances existing at the time the Contract was made. The City shall have the right to deduct the amount of liquidated damages from any money due or to become due the Contractor.
(2) In addition, the City shall have the right to charge to the Contractor and to deduct from the final or progress payments for the Work the actual cost to the City of legal, engineering, inspection, superintendence, and other expenses, which are directly chargeable to the Contract and which accrue during the period of such delay, except that the cost of final inspection and preparation of the final estimate shall not be included in the charges. (b) Exclusions
Notwithstanding the provisions of Section 2.06(a), the Contractor shall not be liable for liquidated damages or delays caused by the removal or relocation of utilities when such removal or relocation is the responsibility of the City or the owner of the utility under Government Code section 4215.

6.09. CLEAN-UP
During the progress of the Work, the Contractor shall maintain the Site and related structures and equipment in a clean, orderly condition and free from unsightly accumulation of rubbish. All waste materials shall be removed daily from the Site and disposed of by the Contractor by any proper means at its own expense unless designated otherwise on the plans.

No waste materials shall be placed in the public street right-of-way. Unless otherwise specified, all existing piping, materials and/or equipment removed pursuant to this Contract shall become the Contractor’s property.

Upon completion of the Work and before the final estimate is submitted, the Contractor shall, at its own cost and expense, remove from the vicinity of the Work all plants, buildings, rubbish, unused work materials, concrete forms, and temporary bridging and other like materials, belonging to the Contractor or used under the Contractor’s direction during the construction, and in the event of the Contractor’s failure to do so, the same may be removed by the City after ten (10) calendar days’ notice to the Contractor. Such removal shall be at the expense of the Contractor.

The Contractor shall use care in the removal of materials and equipment so as not to cause damage to existing facilities and structures. Contractor shall assume liability for all such damage. Where the construction has crossed yards or driveways, restoration shall be by the Contractor to the complete satisfaction of the Engineer, at the Contractor’s expense. 184
General Conditions
Page | 5-63
The Contractor shall make its own arrangements for the disposal of waste materials. If the Contractor elects to dispose of such materials on private property, Contractor shall obtain written permission from all property owners involved.
185
General Conditions
Page | 5-64

THIS PAGE IS INTENTIONALLY LEFT BLANK
186
General Conditions
Page | 5-65
SECTION 7

MEASUREMENT AND PAYMENT

7.01. MEASUREMENT OF QUANTITIES
(a) Where the Contract provides for payment on a lump sum price basis, no measurement of quantity will be made. Where the Contract provides for payment on a unit price basis, the quantities of work performed will be computed by the Engineer on the basis of measurements taken by the Engineer, and these measurements shall be final and conclusive.
(b) All quantities of work computed under the Contract shall be based upon measurements by the Engineer according to United States Measurements and Weights.
(c) Methods of measurement are specified herein and in the Technical Specifications. (d) Mobilization shall be measured and payment issued according to Section 11 of the State Standard Specifications.

7.02. SCOPE OF PAYMENT
(a) The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed work and for performing all work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the Acceptance by the City and for all risks of every description connected with the prosecution of the Work, also for all expenses incurred in consequence of the suspension or discontinuance of the work as provided in the Contract; and for completing the Work according to the Specifications and Plans. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective work or material. (b) No compensation will be made in any case for loss of anticipated profits. Increased or decreased work involving supplemental agreements will be paid for as provided in such agreements.
(c) The Work includes the preparatory work and operations needed for mobilization and demobilization of the Project. The Work, however, does not include establishing the Engineer’s field facility(s) of utility work and connections needed for these facilities.

7.03. PROGRESS ESTIMATE
For each calendar month of Contract work, the Engineer will prepare a progress estimate of all work performed under the Contract. Within the first ten (10) days of each succeeding calendar month, the Engineer will prepare in writing an estimate which in the Engineer’s opinion is a fair approximation of the value of all work done under the Contract, including any amounts due the Contractor for Extra Work and Change Orders. In arriving at the value of the Work done, the Engineer will give consideration to the value of labor and materials which have been incorporated into the permanent work by the Contractor during the preceding month. Consideration will not be given to preparatory work done or for materials or equipment on hand.
187
General Conditions
Page | 5-66
In order to assist the Engineer, the Contractor shall furnish the Engineer with copies of invoices for all such items delivered to the job site.

7.04. PROGRESS PAYMENTS
(a) The City will pay the Contractor ninety-five percent (95%) of the amount of each progress estimate within thirty (30) days after receipt of an undisputed and properly submitted progress estimate from the Contractor, unless the City has made a finding prebid pursuant to Public Contract Code section 7201(b)(4) justifying a larger retention. If the City fails to pay an undisputed progress estimate within the allotted thirty (30) days, the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (A) of section 685.010 of the Code of Civil Procedure. Five percent (5%) of the amount of each estimate shall be retained by the City until final completion and Acceptance of all work under the Contract. (b) Upon receipt of a payment request, the City shall act in accordance with both of the following:
(1) Each payment request shall be reviewed by the City as soon as practicable after receipt for the purpose of determining that the progress estimate is a proper payment request.
(2) Any payment request determined not to be a proper payment request suitable for payment shall be returned to the Contractor as soon as practicable, but not later than seven (7) days, after receipt. A request returned pursuant to this section shall be accompanied by a document setting forth in writing the reasons why the payment request is not proper. (c) The number of days available to the City to make a payment without incurring interest pursuant to this section shall be reduced by the number of days by which the City exceeds the seven-day return requirement set forth in paragraph (2) of subdivision (b).
(d) The Contractor may, in accordance with the provisions of Public Contracts Code section 22300, substitute securities for any monies which the City may withhold to insure performance under the Contract.
(e) When, in the judgment of the Engineer, the Work is not proceeding in accordance with the provisions of the Contract, or when in the Engineer’s judgment the total amount of the Work done since the last estimate amounts to less than one thousand dollars ($1,000.00), no pay estimate will be prepared and no progress payment will be made.
(f) No progress estimate or payment shall be considered to be an approval or Acceptance of any work, materials or equipment. Estimated amounts and values of work done and materials and equipment furnished will be conformed with actual amounts and values as they become available in subsequent progress estimates, progress payments and the final estimate and payment. All estimates and payments will be subject to correction in subsequent progress estimates and payments and the final estimate and payment.
(g) It is mutually agreed between the parties to the Contract that no payments made under the Contract, including progress payments and the final payment shall be evidence of the performance of the Contract, either wholly or in part, and no 188
General Conditions
Page | 5-67
payment shall construed to be an Acceptance of any defective or incomplete work or improper materials.

7.05. PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS
A prime Contractor or Subcontractor shall pay any Subcontractor not later than seven (7) days of receipt of each progress payment in accordance with the provisions in Section 7108.5 of the California Business and Professions Code concerning prompt payment to Subcontractors.

The seven (7) days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30 days may take place only for good cause and with the City’s prior written approval. Any violation of Section 7108.5 shall subject the violating Contractor or Subcontractor to the penalties, sanctions and other remedies of that section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor or Subcontractor in the event of a dispute involving late payment or nonpayment by the prime Contractor, deficient subcontract performance, or noncompliance by a Subcontractor. This provision applies to both DBE and non-DBE Subcontractors.

7.06. LIENS AND STOP NOTICES
The Contractor agrees to keep the Work, the site of the Work and all monies held by the City free and clear of all liens and stop notices related to labor and materials furnished in connection with the Work, if permitted by law. Furthermore, the Contractor waives any right it may have to file any type of lien or stop notice in connection with the Work. Notwithstanding anything to the contrary contained in the Contract Documents, if any such lien or stop notice is filed or there is evidence to believe that lien or stop notice may be filed at any time during the progress of the Work or within the duration of this Contract, the City may refuse to make any payment otherwise due the Contractor or may withhold any payment due the Contractor a sum sufficient in the opinion of the City to pay all obligations and expenses necessary to satisfy such lien or stop notice. The City may withhold such payment unless or until the Contractor, within ten days after demand therefor by the City, shall furnish satisfactory evidence that the indebtedness and any lien or stop notice in respect thereof has been satisfied, discharged and released of record, or that the Contractor has legally caused such lien or stop notice to be released of record pending the resolution of any dispute between the Contractor and any person or persons filing such lien or stop notice. If the Contractor shall fail to furnish such satisfactory evidence within ten days of the demand therefor, the City may discharge such indebtedness and deduct the amount thereof, together with any and all losses, costs and damages suffered or incurred by the City from any sum payable to the Contractor under the Contract Documents, including but not limited to final payment and retained percentage. This section shall be specifically included in all Subcontracts and purchase orders entered into by the Contractor.

7.07. FINAL ACCEPTANCE AND DATE OF COMPLETION
Whenever the Contractor shall deem all Work under this Contract to have been completed in accordance therewith, the Contractor shall so notify the Engineer in writing, and the Engineer shall promptly ascertain whether the Work has been satisfactorily completed and, if not, shall advise the Contractor in detail and in writing of any additional work required. When all the provisions of the Contract have been fully complied with, to the satisfaction of the Engineer, the Engineer shall proceed with all reasonable diligence to determine accurately the total value of all Work performed by the Contractor at the prices set forth in the Contract or fixed by Change Orders, and the total value of all extra work, all in accordance with the Contract.

The Engineer will then certify to said final estimate and to the completion of the Work, and will file copies thereof with the City and the Contractor, and shall cause of Notice of Completion to be filed with the Yolo County Clerk-Recorder. The date of completion shall be the date of filing of the Notice of Completion. All guarantees, warranties, and securities securing said guarantees and warranties, shall commence on said date. 189
General Conditions
Page | 5-68

7.08. RIGHT TO WITHHOLD PAYMENTS
(a) In addition to all other rights and remedies of the City hereunder and by virtue of the law, the City may withhold or nullify the whole or any part of any partial or final payment to such extent as may reasonably be necessary to protect the City from loss on account of:
(1) Defective work not remedied, irrespective of when any such work be found to be defective;
(2) Claims or liens filed or reasonable evidence indicating probable filing of claims or liens including, but not limited to claims under Sections 1775, 1776, or 1777.7 of the Labor Code;
(3) Failure of the Contractor to make payments properly for labor, materials, equipment, or other facilities, or to Subcontractors and/or suppliers; (4) A reasonable doubt that the Work can be completed for the balance then unearned;
(5) A reasonable doubt that the Contractor will complete the Work within the agreed time limits;
(6) Costs to the City resulting from failure of the Contractor to complete the Work within the proper time; or
(7) Damage to work or property.
(b) Whenever the City shall, in accordance herewith, withhold any monies otherwise due the Contractor, written notice of the amount withheld and the reasons therefor will be given the Contractor. After the Contractor has corrected the enumerated deficiencies, the City will promptly pay to the Contractor the amount so withheld.

When monies are withheld to protect the City against claims or liens of mechanics, material men, Subcontractors, etc., the City may at its discretion permit the Contractor to deliver a surety bond in terms and amount satisfactory to the City, indemnifying the City against any loss or expense, and upon Acceptance thereof by the City, the City shall release to the Contractor monies so withheld.

7.09. FINAL PAYMENT
Within ten (10) days after the date of completion, the City will file in the Office of the County Recorder, a Notice of Completion of the Work herein agreed to be done by the Contractor. Within sixty (60) days of completion defined in Public Contract Code section 7107, the difference between said final estimate and all payments theretofore made to the Contractor shall be due and payable to the Contractor, subject to any requirements concerning the furnishings of a maintenance bond, and excepting only such sum or sums as may be withheld or deducted in accordance with the provisions of this Contract. All prior certifications upon which partial Payments may have been made, being merely estimates, shall be subject to correction in the final certificate.

7.10. FINAL RELEASE
Final payment to the Contractor in accordance with the final estimate is contingent upon the Contractor furnishing the City with a signed written release of all claims against the City arising by virtue of the Contract. Disputed Contract claims in stated amounts may be specifically 190
General Conditions
Page | 5-69
excluded by the Contractor from the operation of the release. The release shall be in substantially the form specified in California Civil Code section 8138. 191
General Conditions
Page | 5-70

THIS PAGE IS INTENTIONALLY LEFT BLANK
192
1751480.1 7203-001
Supplemental Conditions
POLICE DEPARTMENT TI PROJECT Page | 6-1
PART 6 SUPPLEMENTAL CONDITIONS
(SPECIAL PROVISIONS)
193
1751480.1 7203-001
Technical Specifications

POLICE DEPARTMENT TI PROJECT

THIS PAGE IS INTENTIONALLY LEFT BLANK
194
Technical Specifications
Page | 6-2

SUPPLEMENTAL CONDITIONS (SPECIAL PROVISIONS)
Except as modified by these Supplemental Conditions, the work shall be performed in accordance with Division 3 General Conditions. The numbering of these Supplemental Conditions coincides to the numbering in the General Conditions. The existence of a section in these Supplemental Conditions means that a corresponding section in the General Conditions is modified in some respect. Under these contract documents, Supplemental Conditions and Special Provisions have the same meaning. Work within State right of way shall be performed in accordance with the current State of California Department of Transportation Standard Specifications.

The following Supplemental Conditions, if any, shall be used in conjunction with the City of West Sacramento Standard Specifications current edition including Standard Details and all revisions, and the current State of California Department of Transportation Standard Specifications, in that order.

The following provisions apply to use of or reference to the State of California Department of Transportation Standard Specifications:

1. None of the “General Provisions” of the State of California Department of Transportation Standard Specifications, i.e., Sections 1 through 9, applies to these Contract Documents with the exception of any specific provisions, if any, which are expressly stated to apply to these Contract Documents. The City’s “General Conditions” shall govern.

2. If there is a conflict or inconsistency between any provision in the State of California Department of Transportation Standard Specifications and a provision of these Contract Documents, the provision in the Contract Documents will govern.

3. Any reference to the “Engineer” in the State of California Department of Transportation Standard Specifications is deemed to mean “City”, “Owner” or “Architect/Engineer” or Owner’s designated representative.

4. Any reference to the “State” in the State of California Department of Transportation Standard Specifications is deemed to mean “City” or “Owner.” City Standard Specifications are available online at:
https://www.cityofwestsacramento.org/government/departments/communitydevelopment/development-engineering-division/documents Bound hardcopies may be purchased from City Hall at:
1110 West Capitol Avenue, 2nd Floor
West Sacramento, California 95691
or by calling (916) 617-4645 for purchase by mail.

State of California Department of Transportation Standard Specifications are available online at:
https://dot.ca.gov/programs/design/ccs-standard-plans-and-standardspecifications 195

PROJECT MANUAL

INCLUDING SPECIFICATIONS
FOR

WEST SACRAMENTO POLICE DEPARTMENT

TENANT IMPROVEMENT
550 JEFFERSON BLVD
WEST SACRAMENTO, CA 95605
Client Project Number: TBD

ARCHITECT

SVA ARCHITECTS
1450 Drew Ave., Suite 150
Davis, CA 95618
Telephone: 530.302.2237
SVA Project Number: 2022-40181

CITY RESUBMITTAL
12/22/23
196
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
00 01 10 - 1 Table of Contents
SECTION 00 01 10

TABLE OF CONTENTS

PROJECT MANUAL

INTRODUCTORY INFORMATION
Document 00 01 10 Table of Contents

SPECIFICATIONS GROUP
DIVISION 01 – GENERAL REQUIREMENTS
Section 01 11 00 Summary of Work
01 20 00 Payment Procedures
01 23 00 Alternates
01 25 00 Substitution Procedures w Request Form
02 26 00 Contract Modification Procedures
01 30 00 Administrative Requirements
01 31 00 Project Management and Coordination
01 35 15 CALGreen Environmental Requirements
01 35 20 Historic Treatment Procedures
01 40 00 Quality Requirements
01 50 00 Temporary Facilities and Controls
01 60 00 Product Requirements
01 70 00 Execution Requirements
01 73 00 Cutting and Patching
01 74 10 Waste Management
01 77 00 Closeout Procedures
01 78 00 Warranties
01 79 00 Demonstration and Training
DIVISION 02 – EXISTING CONDITIONS
Section 02 41 20 Selective Building Demolition
DIVISION 03 – CONCRETE (Structural Specifications under separate cover.) Not Used.

DIVISION 04 – MASONRY
Not Used.

DIVISION 05 – METALS
Not Used.

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES
Section 06 40 00 Architectural Woodwork
197
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
00 01 10 - 2 Table of Contents
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
Section 07 21 00 Thermal Insulation - Batts
07 90 00 Joint Sealants
DIVISION 08 – OPENINGS
Section 08 11 10 Hollow Metal Doors and Frames
08 14 00 Wood Doors
08 71 00 Door Hardware
08 80 00 Glazing
DIVISION 09 – FINISHES
Section 09 21 00 Gypsum Board Assemblies
09 51 00 Acoustical Ceilings
09 65 10 Resilient Base
09 65 20 Resilient Tile Flooring
09 68 10 Tile Carpeting
09 90 00 Painting and Coating
DIVISION 10 – SPECIALTIES
Section 10 11 00 Visual Display Boards
10 14 00 Signage
10 21 10 Plastic-Laminate-Clad Toilet Compartments
10 28 00 Toilet Accessories
DIVISION 11 – EQUIPMENT
Not used.

DIVISION 12 – FURNISHINGS
Section 12 24 00 Manual Window Shades
DIVISION 13 – SPECIAL CONSTRUCTION
Not used.

DIVISION 14 – CONVEYING EQUIPMENT
Not used.

DIVISION 21 – FIRE SUPPRESSION
Not used.

DIVISION 22 – PLUMBING
Not used.
198
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
00 01 10 - 3 Table of Contents
DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING
Not used.

DIVISION 26 – ELECTRICAL
Section 26 00 10 Supplemental Requirements for Electrical 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 33 Raceway and Boxes for Electrical Systems
26 27 26 Wiring Devices
DIVISION 27 – COMMUNICATIONS
Not used.

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
Not used.

DIVISION 31 – EARTHWORK
Not used.

DIVISION 32 – EXTERIOR IMPROVEMENTS
Section 32 17 00 Parking Bumpers
32 17 20 Tactile Warning Surfaces
DIVISION 33 –UTILITIES
Not used.

END OF SECTION
199
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 11 00 - 1 Summary of Work
SECTION 01 11 00

SUMMARY OF WORK
PART 1 - GENERAL

1.1 SUMMARY
A. Project consists of construction of West Sacramento Police Department Tenant Improvement, located at 550 Jefferson Ave., West Sacramento, California 95605, as indicated in Contract Documents.

1. Owner reserves right to remove and retain possession of existing items prior to start of Contract.

2. Removal of hazardous material shall be per separately provided hazardous material abatement report prepared by others. Architect shall not be involved in determination, removal, or disposal of hazardous materials.

1.2 REQUIREMENTS INCLUDED
A. This section includes administrative provisions:

1. Work sequence.

2. Contractors use of premises.

3. Building occupancy.

4. Field engineering.

5. Lines and levels.

6. Regulatory requirements and reference standards.

7. Owner furnished Contractor installed products (OFCI).

8. Owner pre-ordered products.

1.3 WORK SEQUENCE
A. Coordinate construction schedule and operations with Owner and Architect.

1. Construct Work to accommodate Owner's occupancy requirements during construction period.

B. Perform construction in phases as indicated.

1.4 CONTRACTORS USE OF PREMISES
A. Limit use of premises for Work and construction operations and to allow for:

1. Building occupancy.

2. Work by other contractors.

3. Authorized access to restricted areas.

4. Public access to public areas.

B. Coordinate use of premises and access to site under direction of Owner or Architect. 200
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 11 00 - 2 Summary of Work

1.5 BUILDING OCCUPANCY
A. Building will be occupied during construction for conduct of normal operations; cooperate with Owner to minimize conflict and to facilitate building operations.

1.6 FIELD ENGINEERING
A. Provide field engineering services; establish lines and levels by use of recognized engineering survey practices.

B. Locate and protect control and reference points.

1.7 LINES AND LEVELS
A. Establish lines and levels by use of recognized engineering practices.

B. Locate and protect control and reference points.

1.8 REGULATORY REQUIREMENTS AND REFERENCE STANDARDS
A. Regulatory Requirements:

1. Architect has contacted governing authorities and reviewed design requirements of local, state and federal agencies for applicability to Project.

2. Contractor shall be responsible for contacting governing authorities directly for necessary information and decisions bearing upon performance of Work.

B. Reference Standards:

1. For Products specified by association or trade standards, comply with requirements of referenced standard, except when more rigid requirements are specified or are required by applicable codes.

2. Applicable date of each standard is that in effect as of date on proposal or date on Contract where no proposal is available, except when a specific date is specified.

1.9 OWNER FURNISHED CONTRACTOR INSTALLED PRODUCTS (OFCI) A. Select products are to be furnished and paid for by Owner and installed by Contractor:

1. Refer to Drawings and Specifications.

B. Owner's Responsibilities:

1. Arrange for and deliver shop drawings, product data, and samples to Contractor.

2. Arrange and pay for product delivery to site.

3. Inspect products jointly with Contractor on delivery.

4. Submit claims for transportation damage.

5. Arrange for replacement of damaged, defective, or missing items.

6. Arrange for manufacturer's warranties, inspections, and service.

C. Contractor's Responsibilities:
201
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 11 00 - 3 Summary of Work

1. Review shop drawings, product data, and samples.

2. Receive and unload products at site.

3. Inspect jointly with Owner for completeness and damage.

4. Handle, store, and install products.

5. Finish products as required after installation.

6. Repair or replace items damaged by Work of this Contract.

1.10 OWNER PRE-ORDERED PRODUCTS
A. Select products have been pre-ordered by Owner:

1. Refer to Drawings.

B. Owner has negotiated purchase orders for these products for incorporation into Project.

1. Purchase orders are assigned to Contractor; costs shall be included into base bid.

2. Contractor's responsibilities are same as if Contractor negotiated purchase orders.

END OF SECTION
202
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 20 00 - 1 Payment Procedures
SECTION 01 20 00

PAYMENT PROCEDURES
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Special administrative and procedural requirements necessary to prepare and process Application for Payment.

1.2 SCHEDULE OF VALUE
A. Coordination: Coordinate preparation of Schedule of Values with preparation of Contractor's Construction Schedule.

1. Correlate line items in Schedule of Values with other required administrative forms and schedules, including application for Payment forms with Continuation Sheets, Submittals Schedule, and Contractor's Construction Schedule.

2. Submit Schedule of Values to Architect at earliest possible date but no later than seven days before date scheduled for submittal of initial Application for Payment.

B. Format and Content: Use Project Manual table of contents as guide to establish line items for Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include following Project identification on Schedule of Values. a. Project name and location.
b. Name of Architect.
c. Architect's Project number.
d. Contractor's name and address.
e. Date of submittal.

2. Submit draft of AIA Document G703 Continuation Sheets.

3. Provide breakdown of Contract Sum in enough detail to facilitate continued evaluation of Application for Payment and progress reports. Coordinate with Project Manual table of contents.
a. Provide several line items for principal subcontract amounts where appropriate.

4. Round amounts to nearest whole dollar; total shall equal Contract Sum.

5. Provide separate line item in Schedule of Values for each part of Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.
203
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 20 00 - 2 Payment Procedures

6. Provide separate line items in Schedule of Value for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of Work.

7. Each item in Schedule of Values and Application for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in Schedule of Values or distributed as general overhead expense at Contractor's option.

8. Schedule Updating: Update and resubmit Schedule of Values before next application for Payment when Change Orders or Construction Change Directives result in a change in Contract Sum.

1.3 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.

1. Initial Application for Payment: Application for Payment at time of Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: Date for each progress payment is indicated in Agreement between Owner and Contractor. Period of construction Work covered by each Application for Payment is period indicated in Agreement.

C. Payment Application Forms: AIA Document G702 and AIA Document G703 Continuation Sheets as form for Application for Payment.

D. Application Preparation: Complete every entry on form. Execute by person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.

1. Entries shall match data on Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

E. Transmittal:

1. Contractor shall provide ten copies of Application for Payment one week prior to Payment Request ("Draw") Meeting, for review of team members.

2. Contractor shall provide ten wet signed copies of Application for Payment at Payment Request ("Draw") Meeting.
a. Provide each copy with transmittal form listing attachments and recording appropriate information about application.
204
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 20 00 - 3 Payment Procedures
b. Copies shall include waivers of lien and similar attachments if required.

F. Waivers of Mechanic's Lien: With each Application for Payment submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of Contract and related to Work covered by payment.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit final or full waivers.

3. Owner reserves right to designate which entities involved in Work must submit waivers.

4. Waiver Forms: Submit waivers of lien on forms executed in manner acceptable to Owner.

G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following.

1. List of subcontractors.

2. Schedule of Values.

3. Contractor's Construction Schedule (preliminary if not final).

4. Schedule of unit prices.

5. Submittals Schedule (preliminary if not final).

6. List of Contractor's staff assignments.

7. List of Contractor's principal consultants.

8. Copies of building permits.

9. Copies of authorizations and licenses from authorities having jurisdiction for performance of Work.

10. Initial progress report.

11. Report of preconstruction conference.

12. Certificates of insurance and insurance policies.

H. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted including but not necessarily limited to following.

1. Evidence of completion of Project closeout requirements. 205
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 20 00 - 4 Payment Procedures

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement accounting for final changes to Contract Sum.

4. AIA Document G706, Contractor's Affidavit of Payment of Debts and Claims.

5. AIA Document G706A, Contractor's Affidavit of Release of Liens.

6. AIA Document G707, Consent of Surety to Final Payment.

7. Evidence that claims have been settled.

8. Final meter readings for utilities, a measured record of stored fuel, and simliar data as of date of Completion.

9. Final liquidated damages settlement statement.

END OF SECTION
206
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 23 00 - 1 Alternates
SECTION 01 23 00

ALTERNATES
PART 1 - GENERAL

1.1 SUMMARY
A. This section includes a description of alternate work.

B. Related Requirements:

1. Pricing Documents: Quotation of cost of each alternate.

2. Owner-Contractor Agreement: Alternates accepted by Owner for incorporation into the Work.

3. Sections of Specifications identified in each Alternate.

1.2 PROCEDURES
A. Alternates will be exercised at Owner's option.

B. Coordinate Related Work: and modify surrounding work as required to complete Work, including changes under each alternate, when acceptance is designated in Owner-Contractor Agreement.

1.3 ALTERNATES
A. Alternate No. 1: Exterior Site Work

1. Work Included in Alternate: All exterior site work.

2. Work Included in Contract Amount: No exterior site work is to be included in the base contract scope.

B. Alternate No. 2: Acoustical ceiling tile replacement and window treatment replacement

1. Work Included in Alternate: Replace existing ceiling tile with new ceiling tile at locations indicated. Replace existing window coverings with new, manual window shades at locations indicated.

2. Work Included in Contract Price: Existing acoustical ceiling tile is to remain.

Existing window coverings scheduled to be replaced as part of Alternate 2 are to remain.

3. Refer to Sections 09 51 00 Acoustical Ceilingsp and 12 24 00 Manual Window Shades.
pEND OF SECTION
207
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 25 00 - 1 Substitution Procedures
SECTION 01 25 00

SUBSTITUTION PROCEDURES
PART 1 - GENERAL

1.1 SUMMARY
A. General: Procedures are described for requesting substitution of unlisted materials in lieu of materials named in Specifications or approved for use in addenda.

1. Provide products listed in Contract Documents, products by manufacturers listed in Contract Documents, and products meeting specified requirements. a. Contract Amount: Base on materials and products included in Contract Documents.
b. Where materials and products are listed in Contract Documents, materials and products by manufacturers not listed shall not be used without Owner’s and Architect’s approval of Contractor's written request for substitution.

2. Purpose: After bidding, substitutions will only be considered where Owner will receive benefit or because specified materials are no longer available due to no fault of Contractor.

3. Purpose: Substitutions will only be considered where Owner will receive benefit or because specified materials are no longer available due to conditions beyond Contractor control.
a. Owner benefits either from a Contractor proposed reduction of the Contract amount or from a reduction in Contract time based on acceptance of proposed substitution.
b. List proposed cost or time reductions on request for substitution. c. Requests not including a proposed cost or time reduction will not be considered unless Contractor submits supporting information indicating specified materials are not available.

B. Related Sections:

1. Section 01 60 00: Product requirements.

1.2 SUBSTITUTIONS
A. Within a period of 35 days after award of Contract, Owner and Architect will consider formal requests for substitutions only from Contractor as specified in 1.1 Summary.

1. Owner and Architect will consider only one request for substitution for each material; where requests are denied Contractor shall be required to provide specified materials.
208
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 25 00 - 2 Substitution Procedures

2. After initial 35-day period, requests will be considered only when a product becomes unavailable through no fault of Contractor; more than one request for substitution will be considered if necessary.

B. Prior to submittal of second Request for Payment Owner and Architect will consider formal requests for substitutions from Contractor as specified in 1.1 Summary.

1. Owner and Architect will consider only one request for substitution for each material; where requests are denied Contractor shall be required to provide specified materials.

2. After payments begin, requests will be considered only when a product becomes unavailable through no fault of Contractor; more than one request for substitution will be considered if necessary.

C. Submit each request with sequentially numbered “Substitution Request Transmittal” acceptable to Owner and Architect; submit separate request for each product and support each request with:

1. Product identification with manufacturer's literature and samples where applicable.

2. Name and address of similar projects on which product has been used, and date of installation.

D. Submit itemized comparison of proposed substitution with product specified and list significant variations.

E. Submit data relating to changes in construction schedule.

F. Note effect of substitution on other work, products, or separate contracts.

1. Note if acceptance of substitution could require revision of Contract Documents, Drawings, details or Specifications.

G. Include accurate cost data comparing proposed substitution with product and amount of net change in Contract price.

1. Include costs to other contractors and costs for revisions to Drawings, details or Specifications.

H. Substitutions will not be considered for acceptance when:

1. They are indicated or implied on submittals without a formal request from Contractor.

2. They are requested directly by a subcontractor or supplier.

3. Acceptance will require substantial revision of Contract Documents.

I. Substitute products shall not be ordered without written acceptance of Owner and Architect.
209
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 25 00 - 3 Substitution Procedures
J. Owner and Architect will determine acceptability of proposed substitutions and reserves right to reject proposals due to insufficient information.

1.3 CONTRACTOR'S REPRESENTATION
A. Requests constitute a representation that Contractor:

1. Has investigated proposed product and determined it meets or exceeds, in all respects, specified product.

2. Will provide same warranty or longer warranty for substitution as for specified product.

3. Will coordinate installation and make other changes that may be required for Work to be complete in all respects.

4. Waives claims for additional costs that subsequently become apparent.

5. Will pay costs of changes to Contract Documents, Drawings, details and Specifications required by accepted substitutions.

1.4 ARCHITECT'S DUTIES
A. Review Contractor's requests for substitutions with reasonable promptness.

1. Architect will recommend that Owner accept or reject substitution request.

2. Upon request, Architect will provide cost for changes to Contract Documents, Drawings, details and Specifications required for substitutions.

B. Notify Contractor in writing of decision to accept or reject requested substitution. 210
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 25 00 - 4 Substitution Procedures

CONTRACTOR'S SUBSTITUTION REQUEST
(Use separate form for each request)
Date: Request No.:

TO: Architect
Phone: Fax:

PROJECT: Project No.:

CONTRACTOR
SPECIFIED ITEM:

Section: Page: Paragraph: Description:

Drawing Number(s): Detail Number(s):

The undersigned request consideration of the following:

PROPOSED SUBSTITUTION:

REASON FOR NOT GIVING PRIORITY TO SPECIFIED ITEMS:

SAVINGS or CREDIT to OWNER for ACCEPTING SUBSTITUTE: $
PROJECT COMPLETION CHANGE for ACCEPTING SUBSTITUTE Days Attached data includes description, specifications, drawings, photographs, performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified.

Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation.

The undersigned certifies that the following paragraphs, unless modified by attachments, are correct:

1. Proposed substitution has been fully checked and coordinated with the Contract Documents.

2. The proposed substitution does not affect dimensions shown on Drawings.

3. The proposed substitution does not require revisions to mechanical or electrical work.

4. The undersigned will pay for changes to the building design, including architectural and engineering design, detailing, and construction costs caused by the requested substitution.

5. The proposed substitution will have no adverse effect on other trades, construction schedule, or warranty.

6. Maintenance and service parts will be locally available for the proposed substitution.

7. The proposed substitution will have no adverse effect on LEED credits (applies to LEED Projects ONLY)

8. The proposed substitution will have no adverse effect on Green Building Requirements where applicable.

The undersigned further states that the function, appearance, and quality of the proposed substitution are equivalent or superior to the specified item.

Attachments: The attached data is furnished herewith for evaluation of the proposed substitution.  Catalog  Drawings  Samples  Reports  Tests  Other:

Submitted by:
(Firm) (Authorized Legal Signature)
( )
(Address) (Telephone)
For use by the Architect:  Accepted  Accepted as Noted  Rejected: Submit Specified Item BY:
(Authorized Signature)
Date: Remarks:

END OF SECTION
211
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 26 00 - 1 Contract Modification Procedures
SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: This section specifies administrative and procedural requirements governing Contract modification procedures.

1. Requests for Information (RFI).

2. Change Order.

3. Allowances.

4. Construction Change Directive.

B. Related Requirements:

1. Section 01 25 00: Substitution procedures.

2. Section 01 30 00: Administrative requirements.

1.2 MINOR CHANGES IN WORK
A. Architect will issue supplemental instructions authorizing minor changes in Work, not involving adjustment to Contract Sum or Contract Time, on AIA Form G710, Architect’s Supplemental Instructions or similar form.

1.3 REQUESTS FOR INFORMATION
A. Contractor may submit a written Request for Information (RFI) in format approved by Architect relating to perceived inconsistencies and omissions in Contract Documents.

1. A record of RFI's is to be maintained by Contractor along with information regarding origin of request, date of request, and date request was received from Architect.

Number RFI's sequentially based on date of request.

B. Requests for Information shall be used only as a means of obtaining clarification of information not included in Contract Documents and shall not be used to assist Contractor in preparation of shop drawings or other information required by Contract.

1. Contract Documents are intended to contain enough information to show aesthetic and design intent and to provide information such that construction procedures (means and methods) may be reasonably inferred.

2. Contract Documents are not intended to provide specific information related to means and methods of construction nor are they intended to be exhaustive in content.

C. Contractor shall carefully review requests for information by subcontractors and suppliers to ascertain if information is in Contract Documents prior to submitting a Request for Information to Architect based on requests by others.

1. Contractor may suggest possible solutions to fit Project conditions where appropriate. 212
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 26 00 - 2 Contract Modification Procedures
D. Architect reserves right to return RFI's that do not reasonably relate to necessary clarification of intent of Contract Documents and to charge Contractor for time and materials involved in answering RFI's where information is in Contract Documents.

1. RFI’s shall not be used as a request for substitutions; refer to Section 01 25 00 – Substitution Procedures.

1.4 CHANGE ORDERS
A. Owner-Initiated Proposal Requests: Architect will issue detailed description of proposed changes in Work that require adjustment to Contract Sum or Contract Time. If necessary, description will include supplemental or revised Drawings and Specifications.

1. Proposal requests issued by Architect are for information only. Do not consider changer order proposal requests as instruction either to stop work in progress or to execute proposed change.

2. Within 10 days of receipt of a proposal request, submit estimate of cost necessary to execute change to Architect for Owner’s review.
a. Include list of quantities of products required and unit costs, with total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental and amounts of trade discounts.
c. Include a statement indicating effect of proposed change in Work will have on Contract Time.

B. Contractor-Initiated Proposals: When latent or unforeseen conditions require modifications to Contract, Contractor may propose changes by submitting a request for a change to Architect and Owner.

1. Include statement of reasons for change and effect of change on Work. Provide a complete description of proposed change. Indicate effect of proposed change on Contract Sum and Contract Time.

2. Include a list of quantities of products required and unit costs with total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental and amounts of trade discounts.

4. Comply with requirements in Section 01 25 00 - Substitution Procedures if proposed change requires substitution of unspecified product or system for specified product or system.

C. Proposal Request Form: Use AIA Document G709 for Change Order Proposal Requests; other substitute formats shall be submitted to Owner and Architect for approval prior to use. 213
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 26 00 - 3 Contract Modification Procedures
D. Change Order Procedures: Contractor shall be directed to proceed with Work upon Owner’s approval of Proposal.

1. Architect will issue Change Order for signatures of Owner and Contractor on AIA Form G701 or similar form, including approved Change Order proposals for that time period.

2. Amounts of each Change Order shall be indicated in each Request for Payment including payment status for each individual Change Order.

1.5 ALLOWANCES
A. Allowance Adjustment: For Contract items bid based on allowance, submit Change Order Proposal on difference between actual purchase amount and allowance, based on work-inplace.

1. Include installation cost in purchase amount only where indicated as part of allowance.

2. When requested, prepare explanations and documentation to substantiate amounts claimed for work done based on allowances.

3. Submit substantiation of a change in Scope of work claimed in Change Orders related to allowances.

4. Owner reserves right to establish actual quantity of work-in-place by independent quantity survey, measure or count.

B. Submit claims for increase costs because of a change in scope or nature of allowance described in Contract Documents, whether for purchase order amount or Contractor’s handling, labor, installation, overhead and profit.

1. Submit claims within 21 days of receipt of Change Order or Construction Change Directive authorizing work to proceed. Owner will reject claims submitted later than 21 days.

2. Do not include Contractor’s or subcontractor’s indirect expense in Change Order cost amount unless it is clearly shown that nature or extent of work has changed from what could have been foreseen from information in Contract Documents.

3. No change to Contractor’s indirect expense is permitted for selection of higher or lowerpriced materials or systems of same scope and nature as originally indicated.

1.6 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: When Owner and Contractor disagree on terms of Proposal Request, Architect may issue a Construction Change Directive per AIA Form G714 or similar form.

1. Construction Change Directive instructs Contractor to proceed with change in Work, for subsequent inclusion in Change Order.

2. Construction Change Directive contains a complete description of change in Work. It also designates method to be followed to determine change in Contract Sum or Contract Time.
214
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 26 00 - 4 Contract Modification Procedures
B. Documentation: Maintain detailed records on a time and material basis of Work required by Construction Change Directive. Coordinate scheduling with Construction Manager to allow monitoring by Owner if desired.

1. After completion of change, submit itemized account and supporting data necessary to substantiate cost and time adjustments to Contract.

END OF SECTION
215
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 30 00 - 1 Administrative Requirements
SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes general procedural requirements for ongoing submittals.

1. Schedule of values.

2. Product data and manufacturer’s literature.

3. Shop drawings.

4. Samples.

5. Manufacturers' certificates.

6. Excess materials and attic stock.

7. Design build (delegated design) procedures.

8. Deferred approval requirements.

B. Related Requirements:

1. Section 01 31 00: Project management and coordination.

2. Section 01 32 10: Construction Schedule – Bar Chart.

3. Section 01 40 00: Test reports, manufacturer's field reports, and mock-ups.

4. Section 01 70 00: Manufacturers’ instructions.

5. Section 01 77 00: Closeout requirements including Project Record Documents.

6. Section 01 78 00: Warranties.

1.2 GENERAL SUBMITTAL PROCEDURES
A. Submittals: Transmit each item using form approved by Architect; submit sample to Architect for approval prior to use.

1. Identify Project, Contractor, subcontractor, major supplier. a. Attach sequential identification number for each new submittal. b. Identify each resubmittal using original submittal number and sequential identification clearly indicating item is resubmitted.

2. Identify pertinent Drawing sheet and detail number, and Specification section number as appropriate.

3. Identify deviations from Contract Documents.

4. Provide space for Contractor and Architect review stamps. 216
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 30 00 - 2 Administrative Requirements

5. Contractor: Review and stamp submittals from subcontractors prior to submitting to Architect. a. Review submittals and indicate where conflicts occur with Contract Documents and with work of other subcontractors.
b. Return submittals that vary significantly from Contract Documents for correction and resubmittal prior to submitting to Architect.
c. Submittals that vary significantly from Contract Documents and that fail to indicate thorough Contractor review prior to submission to Architect will be returned without review.
d. Cursory review and stamping of subcontractor submittal by Contractor shall not be acceptable.

B. Initial Schedules: Submit initial progress schedule and schedule of value in duplicate within 15 working days after award of Contract.

1. After review by Owner and Architect revise and resubmit where required.

C. Comply with progress schedule for submittals related to Work progress. Coordinate submittal of related items.

D. After Architect review of submittal, revise and resubmit as required, identify changes made since previous submittal.

E. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to comply.

1.3 TYPES OF SUBMITTALS
A. General: Project requires various types of submittals to maintain communications, minimize misunderstandings, avoid unnecessary conflicts, and to ensure complete documentation for Project Record Documents.

1. Maintain complete set of submittals including required revisions.

B. Construction Schedules: Submit construction progress schedules for Design Team and Owner review and to maintain entire team up-to-date on construction activities.

C. Schedule of Values: Submit Schedule of Values indicating division of Work, subcontractors to perform work, products being used, and values attributed to each to inform Design Team and Owner.

D. Action Submittals: Submittals relating to product data and manufacturer’s literature, shop drawings, and samples for Design Team review and comment; do not begin fabrication, delivery, or installation until Design Team review is complete.

E. Information Submittals: Submittals relating to certifications, qualifications, reports, including test reports, and instructions are for information; Design Team may choose to comment but action is not generally anticipated.
217
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 30 00 - 3 Administrative Requirements

1. Manufacturer installation instructions and recommendations shall be considered information submittals.

F. Design/Build Submittals: Where portion of Work requires design by specialized professionals submit information necessary to ensure work complies with Contract Documents along with certifications signed by qualified professional.

1. Calculations: Do not submit calculations unless specifically required by Contract Documents; submit calculations required by applicable authorities directly to applicable authorities; a. Submit certification by qualified professional indicating required calculations have been prepared and work conforms to Contract Documents and applicable codes and regulations.

G. Maintenance Materials Submittals: Compile maintenance information and materials during Work to ensure complete set of documents, maintenance manuals, and operation instructions.

H. Closeout Submittals: Compile closeout submittals, organize, and submit to Owner prior to or at time of Substantial Completion. Project will not be considered Substantially Complete until closeout submittals have been received by Owner.

I. Material Safety Data Sheets (MSDS): MSDS will only be reviewed by Architect when submitted to show compliance with LEED certification requirements.

1. Non-LEED submittals that include material safety data sheets will be returned for resubmittal.

1.4 SCHEDULE OF VALUES
A. Submit typed schedule on AIA Form G703 or another Owner and Architect pre-approved 8-1/2" by 11" paper format; Contractor's standard media-driven printout will be considered on request.

Submit within 15 days after award of Contract.

B. Format: Table of Contents of this Project Manual, with modifications as pre-approved by Owner and Architect; identify each line item with number and title of major Specification sections.

C. Include in each line item a directly proportional amount of Contractor overhead and profit.

D. Revise schedule to list change orders for each Application for Payment.

1. Submit subschedule for each phase of Work.

1.5 PRODUCT DATA/MANUFACTURERS' LITERATURE
A. Action Submittals: Mark each copy to identify applicable Products, models, options, and other data; supplement manufacturers' standard data to provide information unique to the Work. 218
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 30 00 - 4 Administrative Requirements
B. Information Submittals: Include manufacturers' installation instructions only when required by Specifications or specifically requested by Architect.

1. Maintain copy of manufacturer installation instructions and recommendations in Contractor's field office for review.

C. Product data shall be submitted as electronic PDF files unless otherwise noted or approved by Architect in advance.

1. Where paper copies are permitted submit number of copies Contractor requires, plus one copy to be retained by Architect.

D. Submit number of copies Contractor requires, plus one copy to be retained by Architect.

1.6 SHOP DRAWINGS
A. Shop drawings shall be submitted as electronic PDF files unless otherwise noted or approved by Architect in advance.

1. Where prints are permitted submit one reproducible print; minimum sheet size 8-1/2” by 11”.

B. Shop drawings shall be submitted in reproducible format acceptable to Architect and Owner; computerized PDF files will be acceptable unless otherwise directed.

1. Prints: Submit one reproducible print; minimum sheet size 8-1/2” by 11”.

2. Prints: Submit three reproducible prints; minimum sheet size 8-1/2" by 11".

C. Distribution: After review, reproduce and distribute.

1.7 SAMPLES
A. Submit full range of manufacturers' standard colors, textures, and patterns for Architect's selection.

B. Submit samples to illustrate functional characteristics of Product, with integral parts and attachment devices.

C. Coordinate submittal of different categories for interfacing work.

D. Include identification on each sample, giving full information.

E. Submit number of samples required by Contractor plus one to be retained by Architect.

1. Maintain one set of approved samples at Project Field Office. 219
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 30 00 - 5 Administrative Requirements
F. Sizes: Provide following sizes unless otherwise specified.

1. Flat or Sheet Products: Minimum 6" square, maximum 12" by 12".

2. Linear Products: Minimum 6", maximum 12" long.

3. Bulk Products: Minimum one pint, maximum one gallon.

G. Full size samples may be used in the Work upon approval.

1.8 MANUFACTURERS' CERTIFICATES
A. Submit certificates, in duplicate in accordance with requirements of each Specification section.

1.9 EXCESS MATERIALS AND ATTIC STOCK
A. Excess Materials: Excess materials shall be considered property of Owner; inform Owner of extent of excess materials and methods required for handling and storage; remove from site excess materials not required by Owner for maintenance stock.

B. Attic Stock: Owner may choose to obtain additional attic stock for maintenance purposes where excess materials are not considered adequate.

1. Owner may require as much as 5% extra materials for maintenance purposes. Exact amount of each material shall be determined by Owner based on following meeting and additional costs determined by Contractor.
a. Contractor shall be prepared to order up to 5% extra materials on items that may not be readily available in future such as custom colors, off-shore manufacture, anticipated life span under 5 years, and potential for damage.
1) Do not order extra attic stock until extent is determined and agreed to by Owner including which materials require extra stock and exactly how much those materials will cost including shipping and handling.
b. Excess Materials: Furnish excess materials only for materials that have a shelf-life of more than three years.

2. Meeting: Conduct meeting prior to beginning Work to discuss extent of materials Owner would like to receive at Project Closeout for attic stock for maintenance materials; where available include personnel from Owner’s maintenance crew. a. Estimate amount of excess materials to be anticipated to be ordered in addition to materials for handling and storage and how those materials will be invoiced and identified regarding material and location in Project.
b. Determine area necessary for adequate storage, handling, and identifying excess materials and attic stock and discuss with Owner.
c. Submit information regarding equipment necessary for handling of excess materials and attic stock due to weight, size, and storage requirements. 220
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 30 00 - 6 Administrative Requirements
d. Assist Owner in determining where on-site or off-site additional attic stock for maintenance purposes will be delivered and stored.

3. Additional Costs: After meeting submit to Owner detailed listing of additional costs for each material Owner may like to receive for attic stock and assist Owner in modifying listing to determine acceptable final costs.
a. Include unit prices for desired attic stock where excess materials are not adequate for Owner maintenance stock.

4. Substantial Completion: Submit Construction Bulletin at Substantial Completion indicating changes to Contract Amount for attic stock including unit price totals for materials where excess materials are not adequate.

5. Final Completion: Ensure attic stock has been received, identified, cataloged, and stored at locations agreed upon with Owner based on Change Order indicating amounts finally agreed to by Owner.

1.10 DESIGN/BUILD PROCEDURES
A. Design as Part of Means and Methods of Construction: Select Project components require construction team design as part of means and methods of construction as described in various sections.

1. Terms commonly used such as Design/Build, Delegated Design, and Design/Assist are applicable to these procedures as determined by law but shall be generally referred to in these documents as Design/Build.
a. In general Design/Build includes design by licensed professionals with expertise beyond that allowed under standard architectural licensure, and outside of scope of work of other design professionals on the design team.

2. Contractor may be required to provide design services as part of construction for specific work defined as design or design-build where special expertise is required that is not available in the Project design team.

3. Subcontractors, fabricators, and manufacturers may be required to provide design services as part of their work due to special expertise in design services for their specific components, refer to technical sections for Design/Build.

4. Contractor, subcontractors, fabricators, manufacturers, and suppliers shall be responsible for attachments, anchors, fasteners, adhesives, and connectors suitable to applications unless specific items are listed in Contract Documents.
a. Where specific items are listed in Contract Documents Contractor, subcontractors, fabricators, manufacturers, and suppliers shall review and submit comments where items listed are not acceptable.
b. Where no comments are received, listed items shall be considered acceptable. 221
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 30 00 - 7 Administrative Requirements
B. Contractor acknowledges and accepts responsibility for specialty design as part of means and methods of construction, as well as coordination of parties involved to achieve architectural design intent indicated in Contract Documents.

1. Design-build work includes sizing, sequencing, and detailing for construction by professional licensed or registered engineer or design professional with special expertise applicable to portion of Work involved.

2. Design-build work shall be constructed in compliance with building codes and regulations in effect and shall be fit and proper for intended use.

3. Design-build work shall include drawings, specifications, and calculations prepared, stamped, and signed by qualified professional licensed or registered engineer licensed in the Project location as appropriate to design-build work.
a. Plans, specifications, and calculations shall be acceptable to Owner, Owner’s Representative, and applicable authorities.

C. Where required by Owner Contractor shall submit copies of current insurance policies covering errors and omissions of persons designing design-build work with deductibles and limits per occurrence as mutually agreed by Owner and Contractor.

1. Provide endorsement to insurance providing for 30-day notice to Owner prior to cancellation or material reduction in coverage.

2. Insurance shall be maintained for not less than applicable statute of limitations for claims of latent defects, if such insurance is not written on an occurrence basis during time designbuild work is designed and constructed.

D. Review proposed layouts with Design Team and with various trades prior to commencing work related to design-build work.

1.11 DEFERRED APPROVAL REQUIREMENTS
A. Installation of deferred approval items shall not be started until detailed plans, specifications, and engineering calculations have been accepted and signed by Architect or Engineer of Record responsible for Project design.

B. Deferred Approval Items shall be signed by California registered architect or professional engineer delegated responsibility covering specific work shown requiring approval by Division of the State Architect.

1. Deferred approval drawings and specifications become part of the approved submittal documents for the Project when they are submitted to and approved by Division of the State Architect.

2. Submit four prints of each drawing. Drawings shall include empty 7” by 9” space on first sheet reserved for Architect to add “General Conformance Block” required for DSA.

3. Submit four copies of calculations, product data and test reports. 222
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 30 00 - 8 Administrative Requirements

4. Identify and specify supports, fasteners, spacing, penetrations, etc., for each deferred approval items, including calculations for each fastener.

5. Submit documents to Architect of Record for review.

6. Deferred submittal documents shall bear stamp and signature of architect or engineer licensed in State of California and responsible for work shown on deferred submittal documents.

7. Architect of Record will forward submittal to appropriate Project Engineer.

8. Review of Project Architect or Engineer of Record is for conformance with design concept shown on Contract Documents. Neither Architect or Engineer of Project shall be responsible for review for correctness of deferred approval items.

9. After review by Architect/Engineer of Record, Architect of Record will forward two copies of submittal to Division of the State Architect for approval.

10. Respond to review comments made by Division of the State Architect and revise and resubmit submittal for final approval.

11. Architect of Record will forward two copies of final revised submittal to the Division of the State Architect for approval.

12. The Division of the State Architect will return one copy of final submittal to the Architect of Record.

13. Architect of Record will forward one copy of evidence of submittal approval by Division of the State Architect for final distribution by General Contractor.

END OF SECTION
223
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 31 00 - 1 Project Management and Coordination
SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Description of Project management and coordination including but not necessarily limited to the following:

1. General Project coordination procedures.

2. Coordination drawings.

3. Staff names.

4. Administrative and supervisory personnel.

5. Project meetings.

B. Related Sections:

1. Section 01 30 00: Administrative requirements.

2. Section 01 79 00: Demonstration and training.

1.2 COORDINATION
A. Coordination: Coordinate construction operations included in various Specifications sections to ensure efficient and orderly installation of each part of Work.

1. Coordinate construction operations that depend on each other for proper installation, connection, and operation.

2. Coordinate work to assure efficient and orderly sequence of installation of construction elements.

3. Make provisions for accommodating items installed by Owner or under separate contracts.

B. Prepare memoranda for distribution to each party involved as needed, outlining special procedures required for coordination.

1. Include required notices, reports, and list of attendees at meetings; include Architect and Owner in distribution.

C. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing such equipment in service.
224
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 31 00 - 2 Project Management and Coordination
D. Coordinate space requirements and installation of mechanical and electrical work indicated diagrammatically on Drawings.

1. Follow routing shown for pipes, ducts, and conduits as closely as possible; make runs parallel with lines of building.

2. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

E. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated; coordinate locations of fixtures and outlets with finish elements.

F. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities and activities of other contractors to avoid conflicts and ensure orderly progress of Work.

1.3 SUBMITTALS
A. Coordination Drawings: Prepare Coordination Drawings for areas where space availability is limited and necessitates maximum utilization of space for components and where separate entities, products, and materials require coordination.

1. Require each subcontractor with items located in ceiling space to furnish coordination drawings of their items to assist in preparation of Contractor’s Coordination Drawings.

2. Indicate relationship of components shown on separate Shop Drawings.

3. Indicate required installation sequences.

4. Ceiling Spaces: Take special care to coordinate structure, ceiling systems, equipment located in ceiling spaces, fire protection systems, mechanical systems, and electrical systems.

B. Staff Names: Immediately after receipt of notice to proceed or immediately after signing of Contract by Owner and Contractor, submit list of principal staff assignments, including superintendent and other personnel in attendance at Project site.

1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone.

1.4 SUPERVISORY AND ADMINISTRATIVE PERSONNEL
A. Provide supervisory personnel, in addition to Project Superintendent, as required for proper and timely performance of Work and coordination of subcontracts.

B. Provide administrative staff as required to allow Project Superintendent and supervisory personnel to allocate maximum time to Project supervision and coordination.

1.5 PROJECT MEETINGS
A. Schedule and administer Project meetings throughout progress of Work:
225
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 31 00 - 3 Project Management and Coordination

1. Pre-construction meeting.

2. Progress meetings at weekly intervals.

3. Pre-installation conferences.

4. Coordination meetings.

5. Special meetings.

B. Make physical arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes and distribute copies within two days to Architect, Owner, participants, and those affected.

C. Attendance: Job superintendent, major subcontractors and suppliers as appropriate to agenda; Architect, Owner, and Owner and Architect’s consultants as appropriate to agenda topics for each meeting.

D. Suggested Agenda: Review of Work progress, status of progress schedule and adjustments, delivery schedules, submittals, requests for information, maintenance of quality standards, pending changes and substitutions, and issues needing resolution.

END OF SECTION
226
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 1 Construction Schedule – Network Analysis
SECTION 01329

CONSTRUCTION SCHEDULE - BAR CHART
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. References.

B. Performance requirements.

C. Qualifications.

D. Quality Assurance.

E. Project record documents.

F. Submittals.

G. Review and evaluation.

H. Format.

I. Cost and schedule reports.

J. Early work schedule.

K. Construction schedule.

L. Short interval schedule.

M. Requested time adjustment schedule.

N. Recovery schedule.

O. Updating schedules.

P. Distribution.

1.2 REFERENCES
A. Construction Planning and Scheduling Manual - A Manual for General Contractors and the Construction Industry, The Associated General Contractors of America (AGC).

B. National Weather Service - Local Climatological Data.

1.3 PERFORMANCE REQUIREMENTS
A. Ensure adequate scheduling during construction activities so work may be prosecuted in an orderly and expeditious manner within stipulated Contract Time. 227
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 2 Construction Schedule – Network Analysis
B. Ensure coordination of Contractor and subcontractors at all levels.

C. Ensure coordination of submittals, fabrication, delivery, erection, installation, and testing of materials and equipment.

D. Ensure on-time delivery of Owner furnished materials and equipment.

E. Ensure coordination of jurisdictional reviews.

F. Assist in preparation and evaluation of applications for payment.

G. Assist in monitoring progress of work.

H. Assist in evaluation of proposed changes to Contract Time.

I. Assist in evaluation of proposed changes to Construction Schedule.

J. Assist in detection of schedule delays and identification of corrective actions.

1.4 QUALIFICATIONS
A. Scheduler: Personnel with 3 years minimum experience in scheduling construction work of a complexity and size comparable to this Project.

B. Administrative Personnel: 3 years minimum experience in using and monitoring schedules on comparable projects.

1.5 QUALITY ASSURANCE
A. Perform work in accordance with Construction Planning and Scheduling Manual published by the AGC.

B. In the event of discrepancy between the AGC publication and this section, provisions of this section shall govern.

1.6 PROJECT RECORD DOCUMENTS
A. Submit record documents under provisions of Section 01 77 00.

B. Submit one reproducible and two copies of final Record Construction Schedule which reflects actual construction of this Project.

C. Record schedule shall be certified for compliance with actual way project was constructed.

D. Receipt of Record Construction Schedule shall be a condition precedent to any retainage release or final payment.

1.7 SUBMITTALS
A. Within 7 days from the Notice of Award submit proposed Early Work Schedule and preliminary Cost Report defining activities for first 60 days of Work. 228
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 3 Construction Schedule – Network Analysis
B. Within 45 days from the Notice of Award submit proposed Construction Schedule and final Cost Report.

C. Submit updated Construction Schedule at least 10 days prior to each Application for Payment.

D. Submit Short Interval Schedule at each Construction Progress Meeting.

E. Submit Time Adjustment Schedule within 10 days of commencement of a claimed delay.

F. Submit Recovery Schedules as required by completion of work.

G. Submit one reproducible and two copies of each schedule and cost report.

1.8 REVIEW AND EVALUATION
A. Early Work Schedule shall be reviewed during Preconstruction Conference with Owner and Architect.

B. Within 5 days of receipt of Owner and Architect's comments provide satisfactory revision to Early Work Schedule or adequate justification for activities in question.

C. Acceptance by Owner of corrected Early Work Schedule shall be a condition precedent to making any progress payments for first 60 days of Contract.

D. Cost loaded values of Early Work Schedule shall be a basis for determining progress payments during first 60 days of Contract.

E. Participate in joint review of Construction Schedule and Reports with Owner and Architect.

F. Within 7 days of receipt of Owner and Architect's comments provide satisfactory revision to Construction Schedule or adequate justification for activities in question.

G. In the event that an activity or element of work is not detected by Owner or Architect review, such omission or error shall be corrected by next scheduled update and shall not affect Contract Time.

H. Acceptance by Owner of corrected Construction Schedule shall be a condition precedent to making any progress payments after first 60 days of Contract.

I. Cost-loaded values of Construction Schedule shall be basis for determining progress payments.

J. Review and acceptance by Owner and Architect of Early Work Schedule or Construction Schedule does not constitute responsibility whatsoever for accuracy or feasibility of schedules nor does such acceptance expressly or impliedly warrant, acknowledge or admit reasonableness of activities, logic, duration, or cost loading stated or implied on schedules.
229
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 4 Construction Schedule – Network Analysis

1.9 FORMAT
A. Shall be fully developed horizontal bar-chart-type schedule prepared under concepts and methods outlined in AGC Construction Planning and Scheduling Manual.

B. Provide separate bar for each activity or operation.

C. Activity shall not have a duration longer than 14 days or a value over $20,000.00 except non-construction activities for procurement and delivery.

D. Prepare schedule on sheet of sufficient width to clearly show data.

E. Provide continuous heavy vertical line identifying first day of week.

F. Provide continuous subordinate vertical line identifying each day of week.

G. Identify activities by number, description, and cost.

H. Show each activity in proper sequence.

I. Indicate graphically sequences necessary for related activities.

J. Provide legend of symbols and abbreviations used.

1.10 COST AND SCHEDULE REPORTS
A. Activity Analysis: Tabulate each activity and identify for each activity:

1. Description.

2. Interface with outside contractors or agencies.

3. Duration.

4. Start date.

5. Finish date.

6. Actual start date.

7. Actual finish date.

8. Monetary value keyed to Schedule of Values.

9. Responsibility.

10. Percentage complete.

11. Variance positive or negative.

B. Cost Report: Tabulate each activity and identify for each activity:
230
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 5 Construction Schedule – Network Analysis

1. Description.

2. Total cost.

3. Percentage complete.

4. Value prior to current period.

5. Value this period.

6. Value to date.

1.11 EARLY WORK SCHEDULE
A. Shall establish scope of work to be performed during the first 60 days of Contract.

B. Shall contain the following phases and activities:

1. Procurement activities to include mobilization, shop drawings and sample submittals.

2. Identification of key and long-lead elements and realistic delivery dates.

3. Construction activities in units of whole days limited to 14 days for each activity except non-construction activities for procurement and delivery.

4. Approximate cost and duration of each activity.

C. Shall contain seasonal weather considerations. Seasonal rainfall shall be 10 year average for the month as evidenced by Local Climatological Data obtained from U.S.

National Weather Service.

D. Activities shall be incorporated into Construction Schedule.

E. No application for payment will be evaluated or processed until Early Work Schedule has been submitted and reviewed.

F. Shall be updated on a monthly basis while Construction Schedule is being developed.

G. Failure to submit an adequate or accurate Early Work Schedule or failure to submit on established dates will be considered a substantial breach of Contract.

1.12 CONSTRUCTION SCHEDULE
A. Shall include Early Work Schedule as first 60 days of Construction Schedule.

B. Shall be a fully developed horizontal bar-chart-type schedule.

C. Shall indicate a completion date for project that is no later than required completion date.

D. Conform to mandatory dates specified in the contract documents. 231
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 6 Construction Schedule – Network Analysis
E. Should schedule indicate a completion date earlier than any required completion date, Owner or Architect shall not be liable for any costs should project be unable to be completed by such date.

F. Seasonal weather shall be considered in planning and scheduling of all work. Seasonal rainfall shall be 10 year average for the month as evidenced by Local Climatological Data obtained from U.S. National Weather Service.

G. Provide sub-schedules to define critical portions of entire schedule.

H. Indicate procurement activities, delivery and installation of Owner furnished material and equipment.

I. Level of detail shall correspond to complexity of work involved.

J. As developed shall show sequence of activities required for complete performance of Work.

K. Shall be logical and show a coordinated plan of Work.

L. Show order of activities. Include specific dates of completion.

M. Duration of activities shall be coordinated with subcontractors and suppliers and shall be best estimate of time required.

N. Failure to include any activity shall not be an excuse for completing all work by required completion date.

O. An activity shall meet the following criteria:

1. Any portion or element of work, action, or reaction that is precisely described, readily identifiable, and is a function of a logical sequential process.

2. Descriptions shall be clear and concise. Beginning and end shall be readily verifiable. Starts and finishes shall be scheduled by logical restraints.

3. Responsibility shall be identified with a single performing entity.

4. Additional codes shall identify building, floor, bid item and CSI classification.

5. Assigned dollar value (cost-loading) of each activity shall cumulatively equal total contract amount. Mobilization, bond and insurance costs shall be separate.

General requirement costs, overhead, profit, shall be prorated throughout all activities. Activity costs shall correlate with Schedule of Values.

P. For major equipment and materials show a sequence of activities including:

1. Preparation of shop drawings and sample submissions.

2. Review of shop drawings and samples.

3. Finish and color selection.
232
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 7 Construction Schedule – Network Analysis

4. Fabrication and delivery.

5. Erection or installation.

6. Testing.

Q. Include a minimum of 15 days prior to completion date for punch lists and clean up. No other activities shall be scheduled during this period.

1.13 SHORT INTERVAL SCHEDULE
A. Shall be fully developed horizontal bar-chart-type schedule directly derived from Construction Schedule.

B. Prepare schedule on sheet of sufficient width to clearly show data.

C. Identify activities by same description as Construction Schedule.

D. Show each activity in proper sequence.

E. Indicate graphically sequences necessary for related activities.

F. Indicate activities completed or in progress for previous 2 week period.

G. Indicate activities scheduled for succeeding 2 week period.

H. Further detail may be added if necessary to monitor schedule.

1.14 REQUESTED TIME ADJUSTMENT SCHEDULE
A. Updated Construction Schedule shall not show a completion date later than the Contract Time, subject to any time extensions processed as part of a Change Order.

B. If an extension of time is requested a separate schedule entitled "Requested Time Adjustment Schedule" shall be submitted to Owner and Architect.

C. Indicate requested adjustments in Contract Time which are due to changes or delays in completion of work.

D. Extension request shall include forecast of project completion date and actual achievement of any dates listed in Agreement.

E. To the extent that any requests are pending at time of any Construction Schedule update, Time Adjustment Schedule shall also be updated.

F. Schedule shall be a fully developed horizontal bar-chart-type schedule.

G. Accompany schedule with formal written time extension request and detailed impact analysis justifying extension.

H. Time impact analysis shall demonstrate time impact based upon date of delay, and status of construction at that time.
233
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 8 Construction Schedule – Network Analysis
I. Activity delays shall not automatically constitute an extension of Contract Time.

J. Failure of subcontractors shall not be justification for an extension of time.

K. Extensions will be granted only to extent that time adjustments extend Contract completion date.

L. Owner shall not have an obligation to consider any time extension request unless requirements of Contract Documents, and specifically, but not limited to these requirements are complied with.

M. Owner shall not be responsible or liable for any construction acceleration due to failure of Owner to grant time extensions under Contract Documents should requested adjustments in Contract Time not substantially comply with submission and justification requirements of Contract for time extension requests.

N. In the event a Requested Time Adjustment Schedule and Time Impact Analysis are not submitted within 10 days after commencement of a delay it is mutually agreed that delay does not require a Contract time extension.

1.15 RECOVERY SCHEDULE
A. When activities are behind Construction Schedule a supplementary Recovery Schedule shall be submitted.

B. Form and detail shall be sufficient to explain and display how activities will be rescheduled to regain compliance with Construction Schedule.

C. Maximum duration shall be one month and shall coincide with payment period.

D. Ten days prior to expiration of Recovery Schedule verification to determine if activities have regained compliance with Construction Schedule will be made. Based upon this verification the following will occur:

1. Supplemental Recovery Schedule will be submitted to address subsequent payment period.

2. Construction Schedule will be resumed.

1.16 UPDATING SCHEDULES
A. Review and update schedule at least 10 days prior to submitting an Application for Payment.

B. Approved change orders which affect schedule shall be identified as separate new activities.

C. Change orders of less than $20,000.00 value or less than 3 days duration need not be shown unless completion date is affected.

D. Maintain schedule to record actual prosecution and progress. 234
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 32 00 - 9 Construction Schedule – Network Analysis
E. No other revisions shall be made to schedule unless authorized by Owner.

F. Provide narrative Progress Report at time of schedule update which details the following:

1. Activities or portions of activities completed during previous reporting period.

2. Actual start dates for activities currently in progress.

3. List of major construction equipment used during reporting period and any equipment idle.

4. Number of personnel by craft engaged on Work during reporting period.

5. Progress analysis describing problem areas.

6. Current and anticipated delay factors and their impact.

7. Proposed corrective actions for Recovery Schedule.

8. Proposed modifications, additions, deletions and changes in Construction Schedule.

G. Schedule update will form basis upon which progress payments will be made.

H. Owner will not be obligated to review or process Application for Payment until schedule and Progress Report have been submitted.

1.17 DISTRIBUTION
A. Following joint review and acceptance of updated schedules distribute copies to Owner, Architect, and all other concerned parties.

B. Instruct recipients to promptly report in writing any problem anticipated by projections shown in schedule.

END OF SECTION
235
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 35 15 - 1 CALGreen Environmental Requirements
SECTION 01 35 15

CALGREEN ENVIRONMENTAL REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Comply with CALGreen environmental requirements related to energy efficiency, water efficiency and conservation, material conservation and resource efficiency, and environmental quality.

1. Comply with specific CALGreen requirements as adopted by authorities having jurisdiction and applicable to Project.

1.2 ENVIRONMENTAL REQUIREMENTS
A. Mandatory Measures: Comply with CALGreen Mandatory Measures applicable to Project.

1. Design team and construction team are each required to participate to maximum degree possible to achieve CALGreen environmental requirements.

2. Contract Documents are not intended to limit alternative means of achieving environmental requirements.
a. Suggestions from Contractor, subcontractors, suppliers, and manufacturers for achieving environmental requirements are encouraged; team approach is also encouraged.

3. Voluntary Tiers: Verify extent of Voluntary Tiers applicability to Project. a. Construction team is encouraged to work with Owner and Design Team to incorporate additional measures as defined in CALGreen Appendixes. b. Contact Owner and Architect regarding extent of intent of Project to reach Voluntary Tiers, additional work necessary to achieve enhanced Voluntary Tiers, and potential costs involved in achieving each Voluntary Tier. c. Construction team is required to achieve Mandatory Measures and Voluntary Tiers as applicable, and to achieve as much as possible without unacceptable cost impact or schedule impact as determined by Owner.

B. Requirements: Construction team is required to review CALGreen requirements relative to Project related to following.

1. Energy Efficiency: Comply with California Energy Commission requirements.

2. Water Efficiency and Conservation: Comply with requirements for both indoor and outdoor water use.

3. Material Conservation and Resource Efficiency:
236
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 35 15 - 2 CALGreen Environmental Requirements
a. Nonresidential Projects: Provide weather-resistant exterior wall and foundation envelope including prevention of landscape irrigation spray on structures (if any) and prevent water intrusion at exterior entries. b. Residential Projects: Seal openings and penetrations in building envelope Construction Waste:
c. Provide construction waste management plan as defined by CALGreen with demolition and construction waste diverted from landfill by recycling or salvage for reuse.
d. Nonresidential Projects Building Maintenance and Operation: Provide for commissioning requirements as required by CALGreen including but not limited to testing, documentation and training, testing and adjusting. e. Residential Projects Building Maintenance and Operation: Provide operation and maintenance data as required by CALGreen.

4. Nonresidential Projects Environmental Quality: Comply with following as adopted by authorities having jurisdiction and as applicable to Project. a. Fireplaces: Comply with requirement for fireplaces (if any) to be direct-vent sealed-combustion gas type or sealed wood-burning fireplace, woodstove, or pellet stove.
b. Mechanical Equipment Pollution Control: Cover duct and related air distribution component openings to prevent dust and debris accumulation. c. Finish Material Pollution Control: Comply with CALGreen requirements for volatile organic compound (VOC) emissions including but not necessarily limited to following (as applicable):
1) Adhesives, sealants and caulks.
2) Paints and coatings.
3) Carpet systems including carpet, carpet cushion, and adhesives. 4) Resilient flooring systems.
5) Composite wood products formaldehyde limitations.
d. Filters: Comply with requirements for mechanically ventilated buildings to have air filtration media for outside and return air prior to occupancy. e. Environmental Tobacco Smoke (ETS) Control: Comply with CALGreen requirements for ETS.
f. Interior Moisture Control: Comply with California Building Code requirements and CALGreen requirements for vapor retarder at concrete slab foundations and capillary break (aggregate base).
g. Building Material Moisture Content: Do not use water damaged building materials, remove and place wet and high moisture content insulation, and do not enclose wall or floor framing when moisture content exceeds 19%. 237
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 35 15 - 3 CALGreen Environmental Requirements
h. Indoor Air Quality: Comply with CALGreen requirements for outside air delivery and carbon dioxide monitoring.
i. Environmental Comfort: Comply with CALGreen requirements for whole acoustical control and interior sound control.
j. Outdoor Air Quality: Comply with CALGreen requirements for reduction of greenhouse gases and ozone depletion.

5. Residential Projects Environmental Quality:
a. Fireplaces: Comply with requirement that gas fireplaces (if any) shall be direct-vent sealed-combustion type and woodstoves or pellet stoves (if any) comply with U.S. EPA Phase II emissions limits.
b. Mechanical Equipment Pollution Control: Cover duct and related air distribution component openings to prevent dust and debris accumulation. c. Finish Material Pollution Control: Comply with CALGreen requirements for volatile organic compound (VOC) emissions including but not necessarily limited to following (as applicable):
1) Adhesives, sealants and caulks.
2) Paints and coatings.
3) Carpet systems including carpet, carpet cushion, and adhesives. 4) Resilient flooring systems.
5) Composite wood products formaldehyde limitations.
d. Interior Moisture Control: Comply with CALGreen requirements for vapor retarder at concrete slab foundations and capillary break (aggregate base). e. Building Material Moisture Content: Do not use water damaged building materials, remove and place wet and high moisture content insulation, and do not enclose wall or floor framing when moisture content exceeds 19%. f. Indoor Air Quality: Provide humidistat-controlled bathroom exhaust fans with Energy Star compliance, ducted to terminate outside building. g. Environmental Comfort: Comply with CALGreen requirements for whole house exhaust fan louvers to be insulated or have covers which close when fan is off, and with heating and air-conditioning system design requirements.

C. Planning and Design: Construction team shall coordinate with Design Team regarding Project Planning and Design methods related to CALGreen requirements related to Project design and shall comply with requirements related to construction.

1.3 QUALITY ASSURANCE
A. Project Management and Coordination: Contractor to identify one person on Contractor’s staff to be responsible for CALGreen issues compliance and coordination.
238
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 35 15 - 4 CALGreen Environmental Requirements

1. Experience: Environmental project manager to have experience relating to CALGreen building construction.

2. Responsibilities: Carefully review Contract Documents for CALGreen issues, coordinate work of trades, subcontractors, and suppliers; instruct workers relating to environmental issues; and oversee Project Environmental Goals. a. Submittals: Collect, compile, verify, and maintain sufficient information for submittals indicating compliance with applicable CALGreen requirements.

3. Meetings: Discuss CALGreen Goals at following meetings. a. Pre-construction meeting.
b. Pre-installation meetings.
c. Regularly scheduled job-site meetings.

B. CALGreen Issues Criteria: Comply with requirements listed in CALGreen and various Specification sections.

PART 2 - PRODUCTS

2.1 MATERIALS
A. General Issues: Do not use materials with moisture stains or with signs of mold or mildew.

1. Moisture Stains: Materials that have evidence of moisture damage, including stains, are not acceptable, including both stored and installed materials; immediately remove from site.

2. Mold and Mildew: Materials that have evidence of growth of molds or of mildew are not acceptable, including both stored and installed materials; immediately remove from site.

2.2 SUBSTITUTIONS
A. Substitutions Environmental Issues: Requests for substitutions shall comply with requirements specified in Section 01 25 00 – Substitution Procedures, with following additional information required where environmental issues are involved.

1. Indicate each proposed substitution complies with CALGreen requirements.

2. Owner and Architect reserve right to reject proposed substitutions where CALGreen information is not provided and where substitution may impact mandatory requirements or Project voluntary tier requirements. 239
McLARAND, VASQUEZ, EMSIEK & PARTNERS, INC. OFFICE SPEC MASTERS 2011 01 35 15 - 5 CALGreen Environmental Requirements
PART 3 - EXECUTION

3.1 PROTECTION
A. Environmental Issues: Protect interior materials from water damage; where interior products not intended for wet applications are exposed to moisture, immediately remove from site.

1. Protect installed products using methods that do not support growth of molds and mildews. Immediately remove from site materials with mold and materials with mildew.

END OF SECTION
240
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 40 00 - 1 Quality Requirements
SECTION 01 40 00

QUALITY REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes general quality control requirements.

1. General quality control.

2. Manufacturers' field services.

3. Mock-ups.

4. Independent testing laboratory services and inspections.

B. Related Requirements:

1. Refer to applicable codes and Specifications sections for test requirements.

1.2 QUALITY CONTROL, GENERAL
A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

1.3 MANUFACTURER'S FIELD SERVICES
A. When specified in respective Specification sections, require manufacturer or supplier to have qualified personnel provide on-site observations and recommendations.

1. Observe field conditions, including conditions of surfaces and installation.

2. Observe quality of workmanship.

3. Provide recommendations to assure acceptable installation and workmanship.

4. Where required, start, test, and adjust equipment as applicable.

B. Representative shall submit written report to Architect or Owner listing observations and recommendations.

1.4 MOCK-UPS
A. Erect field samples and field mock-ups at locations on site as approved in advance and in accordance with requirements where included in Specifications section.

1. Test mock-ups requiring special equipment may be erected at location having access to necessary equipment; coordinate with Architect.

B. Field samples and mock-ups not approved and not capable of being acceptably revised shall be removed from site.

C. Approved field samples and mock-ups may be used as part of Project. 241
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 40 00 - 2 Quality Requirements

1.5 TESTING LABORATORY SERVICES AND INSPECTIONS
A. Testing laboratory services and inspections specified and required by applicable codes and regulations will be performed by firms independent of firms related to construction operations and shall be acceptable to applicable authorities.

1. Notify Owner immediately where potential conflict of interest may be involved with testing laboratories or inspection services for Project.

2. Owner or Architect may also require independent testing of items where doubts exist that product or system does not conform to Contract Documents.

3. Owner will employ and pay for testing laboratory and special inspectors to provide Project specific testing and inspections under applicable codes and Specification sections except where indicated otherwise. a. Owner employment of testing laboratory and inspectors shall not relieve Contractor of obligation to perform Work in accordance with requirements of applicable codes and Contract Documents.
1) Laboratory and inspectors may not release, revoke, alter, or enlarge on requirements of Contract Documents.
b. Retesting required because of non-conformance to specified requirements shall be performed by Owner's testing laboratory.
1) Payment for retesting shall be charged to Contractor by deducting inspection and testing charges from Contract amount.
c. Owner provided testing shall be limited to Project specific testing and shall not include general tests or approvals of materials, equipment or systems. d. Owner provided inspections shall be limited to Project design team inspections and special inspectors required by applicable authorities.

B. Services shall be performed in accordance with requirements of governing authorities and with specified standards.

C. DSA Projects: Testing and inspections shall be performed in accordance with DSA 103 Form.

D. Reports will be submitted to Architect in duplicate giving observations and results of tests and inspections, indicating compliance or non-compliance with specified standards and with Contract Documents.

1. Where required, testing laboratory and inspectors will submit copy of tests and inspections directly to enforcing agency.
242
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 40 00 - 3 Quality Requirements
E. Contractor shall cooperate with testing laboratory and inspection personnel; furnish tools, samples of materials, design mix, equipment, storage and assistance as requested.

1. Notify Owner, Architect, inspectors, and testing laboratory sufficiently in advance of expected time for operations requiring inspection and testing services.

END OF SECTION
243
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 50 00 - 1 Temporary Facilities and Controls
SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes temporary construction facilities and temporary controls.

1. Electricity and lighting.

2. Heat and ventilation.

3. Water and sanitary facilities.

4. Construction aids.

5. Temporary enclosures.

6. Barriers.

7. Cleaning during construction.

8. Project identification.

9. Field offices.

10. Cellular telephone service.

11. Storage.

B. Related Requirements:

1. Section 01 70 00: Progress cleaning and final cleaning.

2. Section 01 74 10: Waste management.

C. Provide temporary construction facilities and temporary controls as required to conform to applicable authorities and as required to complete Project in accordance with Contract Documents.

1. Authorities: Contact governing authorities to establish extent of temporary facilities and temporary controls required by authorities.

2. Building Manager: Contact Building Manager to establish extent of temporary facilities and temporary controls required by building management.

1.2 ELECTRICITY AND LIGHTING
A. Provide electrical service required for construction operations, with branch wiring and distribution boxes located to allow service and lighting by means of construction-type power cords.

1. Connection to existing electrical service is permitted.

2. Owner will pay costs of energy used from existing on-site services.

3. Provide separate metering and reimburse Owner for costs of energy used from existing on-site services.

B. Provide lighting for construction operations.
244
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 50 00 - 2 Temporary Facilities and Controls

1. Permanent lighting may be used during construction; maintain lighting and make routine repairs.

C. Owner will pay costs of energy used from existing on-site services.

D. Provide separate metering and reimburse Owner for costs of energy used from existing onsite services.

1.3 HEAT AND VENTILATION
A. Provide heat and ventilation as required to maintain specified conditions for construction operation, to protect materials and finishes from damage due to temperature and humidity.

B. Coordinate use of existing facilities with Owner.

1. Supplement with temporary units as required to maintain specified conditions for construction operations, and to protect materials and finishes from damage due to temperature or humidity.

C. Owner will pay costs of energy used from existing on-site services.

1.4 WATER AND SANITARY FACILITIES
A. Provide water service required for construction operations; extend branch piping with outlets located so water is available by use of hoses.

1. Connection to existing facilities is permitted.

2. Owner will pay for water used from existing on-site services.

B. Provide and maintain required sanitary facilities and enclosures.

1. Existing facilities shall not be used.

2. Where existing sanitary facilities are designated to be used during construction operations maintain in sanitary condition. Verify availability with Building Management prior to beginning on-site work.

1.5 CONSTRUCTION AIDS
A. Noise, Dust and Pollution Control: Provide materials and equipment necessary to comply with local requirements for noise, dust and pollution control.

B. Fire Protection: Maintain on-site fire protection facilities as required by applicable authorities and insurance requirements.

C. Security: Protect Site and Work; prevent unauthorized entry, vandalism, and theft.

1. Coordinate with Owner’s security program.

D. Dewatering: Provide and operate drainage and pumping equipment; maintain excavations and site free of standing water.
245
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 50 00 - 3 Temporary Facilities and Controls
E. Use of Existing Facilities: Verify availability of existing facilities for construction operations with Owner prior to beginning on-site construction.

1. Existing stairs shall not be used.

2. Designated existing stairs may be used by construction personnel; coordinate with Owner.

3. Existing elevators shall not be used.

4. Designated elevators may be used, coordinate use with Owner; provide protective coverings for finish surfaces of elevator cars and entrances.

1.6 ENCLOSURES
A. Temporary Closures: Provide temporary weather-tight closures for exterior openings for acceptable working conditions, for protection for materials, to protect interior materials from dampness, for temporary heating, and to prevent unauthorized entry.

1. Provide doors with self-closing hardware and locks.

B. Temporary Partitions: Provide temporary partitions as required to separate work areas from occupied areas, to prevent penetration of dust and moisture into occupied areas, and to prevent damage to existing areas and equipment.

1. Construction: Framing and sheet materials with closed joints and sealed edges at intersections with existing surfaces; Flame Spread Rating of 25 in accordance with ASTM E84.

2. Paint surfaces exposed to view in occupied areas.

1.7 BARRIERS
A. Barriers: Provide barriers as required to prevent public entry to construction areas and to protect adjacent properties from damage from construction operations.

1. Fence: Provide minimum 8-foot high commercial grade chain link or painted solid wood fence around construction site; equip with gates with locks.

2. Covered Walkways: Provide lighted covered painted walkways as required by governing authorities for public rights-of-way and for public access to existing building.

B. Barricades: Provide barricades as required by governing authorities.

C. Tree Protection: Provide barriers around trees and plants designated to remain; protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water.

1.8 CLEANING DURING CONSTRUCTION
A. Control accumulation of waste materials and rubbish; recycle or dispose of off-site. 246
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 50 00 - 4 Temporary Facilities and Controls
B. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations.

1.9 PROJECT IDENTIFICATION
A. Project Sign: Provide minimum 32-square foot Project identification sign of wood frame and exterior grade plywood construction, painted, with computer generated graphics by professional sign maker.

1. Design: As furnished by Architect.

2. Submit to Owner and Architect additional names or changes proposed to Project sign for prior written approval.

3. Erect on site at location established by Architect.

B. Other Signs: Subject to approval of Architect and Owner.

1.10 FIELD OFFICES
A. Field Office: Provide weather-tight field office, with lighting, electrical outlets, data outlets, heating, and ventilating equipment, and equipped with furniture.

1. Meeting Space: In addition, provide space for Project meetings with table and chairs to accommodate minimum six persons.

2. Telephone Service: Provide telephone service to field office.

3. Multi-Purpose Copier: Provide plain paper multi-purpose color and black-and-white copier with enlargement and reduction capability and with built-in printer, scanner, and facsimile capabilities.

1.11 CELLULAR TELEPHONE SERVICE
A. Cellular Telephone Service: Furnish on-site Project Managers with cellular telephone.

Ensure Owner and Architect ability to contact site during construction operations.

1. Schedules: Submit schedules of on-site Project Managers with individual cellular telephone numbers to Owner and Architect; maintain schedules and cell phone numbers up to date during Project on-site operations.

1.12 STORAGE
A. Storage for Tools, Materials, and Equipment: Limit on-site storage to Project area; provide weather-tight storage, with heat and ventilation for products requiring controlled conditions.

1. Maintain adequate space for organized storage and access.

2. Provide lighting for inspection of stored materials.

1.13 REMOVAL
247
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 50 00 - 5 Temporary Facilities and Controls
A. Remove temporary materials, equipment, services, and construction prior to Substantial Completion Inspection.

B. Clean and repair damage caused by installation or use of temporary facilities.

C. Restore existing facilities used during construction to specified or original condition.

END OF SECTION
248
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 60 00 - 1 Product Requirements
SECTION 01 60 00

PRODUCT REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes basic product requirements governing material and equipment.

1. General product requirements.

2. Product list.

3. Quality assurance.

4. Delivery, storage, and handling.

B. Related Requirements:

1. Section 01 25 00: Substitution procedures.

2. Section 01 30 00: Submittal of manufacturers' certificates.

3. Section 01 77 00: Operation and maintenance data.

1.2 GENERAL PRODUCTS REQUIREMENTS
A. Products include material, equipment, and systems.

B. Comply with Specifications, referenced standards, and applicable codes and regulations as minimum requirements.

C. Provide new materials except as specifically allowed by Contract Documents.

D. Materials to be supplied in quantity within a Specification section shall be by one manufacturer, shall be the same, and shall be interchangeable.

E. Provide equipment and systems composed of materials from a single manufacturer except where otherwise recommended by equipment or systems manufacturer or where otherwise indicated in Contract Documents.

F. Contractor’s Options: Comply with following options; requests for substitutions for named manufacturers and products shall comply with requirements specified in Section 01 25 00 – Substitution Procedures.

1. Products Identified by Reference Standards: Select product meeting referenced standard for products specified only by reference standard. a. Requests for Substitutions to be limited to products not complying with referenced standards.
1) Submit justification for non-compliance with reference standards as part of Request for Substitutions; if product is foreign made submit rationale why foreign standards and basic materials indicates compliance. 249
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 60 00 - 2 Product Requirements

2. Named Manufacturers: Where names of manufacturers are specified select any named manufacturer product meeting Specifications for products specified by naming one or more manufacturers.
a. Submit Request for Substitution for any manufacturer not named.

3. Named Manufacturers and Named Products: Select any named manufacturer named product meeting Specifications for products specified by naming one or more manufacturers and products.
a. Where only one manufacturer and product is named together with additional manufacturers without specific products, Requests for Substitutions to be limited to products not comparable to that specified.
1) Contractors, subcontractors, suppliers, and manufacturers shall take special care to ensure comparable products are being supplied based on design, performance, quality, and longevity.
2) Substitutions: Submit Request for Substitution for any manufacturer not named and for products not comparable to those specified in design, performance, quality, and longevity.

4. Basis of Design: Where manufacturer or manufacturer and product both are indicated as Basis of Design, submit Request for Substitution for other manufacturers and products.

5. “Or Equal” Clauses: Submit request for substitution for manufacturer or product not specifically named in Specifications where terms "or equal", "or approved equal", or similar references are made.

G. Nameplates: Do not attach or imprint manufacturer or producer nameplates on exposed surfaces in occupied spaces except for required labels and operating data.

1. Equipment Nameplates: Provide permanent nameplate on service connected and power operated equipment located on easily accessible surface inconspicuous in occupied spaces.
a. Provide name of product and manufacturer, model and serial number, capacity, speed, rating, and similar information.

1.3 SUBMITTALS
A. Product List: Within 35 days after award of Contract, submit to Owner and Architect a complete list of major products proposed for installation, with name of manufacturer, trade name, and model.

B. Product List: Prior to submittal of second Request for Payment, submit to Architect complete list of major products which are proposed for installation, with name of manufacturer, trade name, and model.
250
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 60 00 - 3 Product Requirements

1. Tabulate products by Specification number and title.

C. Substitutions: Refer to Section 01 25 00 – Substitution Procedures.

1.4 QUALITY ASSURANCE
A. Comply with industry standards and applicable codes except when more restrictive tolerances or requirements indicate more rigid standards or precise workmanship.

B. Perform work by persons qualified to produce workmanship of specified quality.

C. Install products straight, true-to-line, and in correct relationship to adjacent materials, with hairline joints, free of rough, sharp and potentially hazardous edges.

D. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking.

1. Seismic Anchors: Conform to code requirements.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Transport products by methods to avoid product damage, deliver in undamaged condition in manufacturer's unopened containers or packaging.

B. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible.

C. Store sensitive products in weather-tight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions.

D. For exterior storage of fabricated products, place on sloped supports above ground.

E. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter.

F. Arrange storage to provide access for inspection; periodically inspect to assure products are undamaged and are maintained under required conditions.

G. Provide equipment and personnel to handle products by methods to prevent soiling and prevent damage.

H. Promptly inspect shipments to assure products comply with requirements, quantities are correct, and products are undamaged.

I. Immediately remove from Project products damaged, wet, stained, and products with mold and products with mildew.

1. Take special care to prevent absorbent products such as gypsum board and acoustical ceiling units from becoming wet.

END OF SECTION
251
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 70 00 - 1 Execution Requirements
SECTION 01 70 00

EXECUTION REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes execution requirements.

1. Installer qualifications.

2. Examination.

3. Manufacturer’s instructions.

4. Installation.

5. Cleaning.

6. Protection.

B. Related Requirements:

1. Section 01 50 00: Cleaning during construction.

2. Section 01 77 00: Closeout procedures.

3. Section 01 79 00: Demonstration and training.

1.2 INSTALLER QUALIFICATIONS
A. Experienced Installers: Installers to have minimum five-years successful experience installing items like those required for Project, except for individuals in training under direct supervision of experienced installer.

1.3 EXAMINATION
A. Acceptance of Conditions: Beginning installation of a product signifies installer has examined substrates, areas, and conditions for compliance with manufacturer requirements for tolerances and other conditions affecting performance.

B. Field Measurements: Take field measurements as required to fit Work properly; recheck measurements prior to installing each product.

1. Where portions of Work are to fit to other construction verify dimensions of other construction by field measurements before fabrication; allow for cutting and patching to avoid delaying Work.

C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.
252
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 70 00 - 2 Execution Requirements

1.4 MANUFACTURERS' INSTRUCTIONS
A. Manufacturer’s Recommendations: When work is specified to comply with manufacturers' recommendations or instructions, distribute copies to persons involved and maintain one set in field office.

1. Conform to requirements specified in Section 01 30 00 for submittal of recommendations or instructions to Architect; submit to Architect only where specified or where specifically requested; otherwise keep in Field Office.

B. Perform work in accordance with details of recommendations and instructions and specified requirements.

1. Should a conflict exist between Specifications and recommendations or instructions consult with Architect.

C. Where manufacturer's information notes special recommendations in addition to installation instructions, comply with both recommendations and instructions.

1.5 INSTALLATION
A. Pre-Installation Meetings: Installers and suppliers are to attend pre-installation meetings scheduled by Contractor.

B. Comply with manufacturers written recommendations and installation instructions unless more restrictive requirements are specified.

C. Locate Work and components accurately, in correct alignment and elevation.

1. Make vertical work plumb and horizontal work level.

2. Install components to allow space for maintenance and ease of removal for replacement.

D. Install products at time and under conditions to ensure best possible results; maintain conditions required for product performance until Substantial Completion.

E. Conduct operations so no part of Work is subject to damaging operations or excessive loads during normal conditions.

F. Securely anchor permanent construction in place, accurately located and aligned with other portions of Work.

G. Allow for building movement including thermal expansion and contraction.

H. Make joints of uniform width; arrange joints as indicated, for best visual effect where not otherwise indicated; fit exposed connections together to form hairline joints except where otherwise indicated.
253
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 70 00 - 3 Execution Requirements

1.6 CLEANING
A. Cleaning During Construction: Specified in Section 01 50 00 - Temporary Facilities and Controls.

B. Progress Cleaning: Keep installed areas clean using cleaning materials specifically recommended by manufacturers of product being cleaned; where not otherwise recommended use nontoxic materials that will not damage surfaces.

1. Remove debris from concealed spaces before enclosing space.

2. Supervise construction operations to assure no part of construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period.

C. Final Cleaning: Execute final cleaning at Substantial Completion.

1. Clean interior and exterior surfaces exposed to view; remove temporary labels, stains and foreign substances; polish transparent and glossy surfaces; vacuum carpeted and soft surfaces.
a. Vacuuming Equipment: Type with high efficiency particulate arrestor (HEPA) type filters; properly maintained.

2. Clean equipment and fixtures to a sanitary condition, clean filters of mechanical equipment, replace filters where cleaning is impractical. a. Clean ducts.

3. Clean site; sweep paved areas.

4. Remove waste, surplus materials and rubbish from Project and site; recycle to maximum extent feasible.

1.7 PROTECTION
A. Protect products subject to deterioration with impervious cover. Provide ventilation to avoid condensation and trapping water.

B. Take care to use protective covering and blocking materials that do not soil, stain, or damage materials being protected.

C. After installation, provide coverings to protect products from damage from traffic and construction operations, remove when no longer needed.

D. Protect interior materials from water damage; immediately remove wet materials from site to prevent growth of mold and mildew on site.

END OF SECTION
254
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 73 00 - 1 Cutting and Patching
SECTION 01 73 00

CUTTING AND PATCHING
PART 1 - GENERAL

1.1 SUMMARY
A. Contractor is responsible for cutting, fitting and patching to complete Work and to:

1. Make its parts fit together properly.

2. Uncover work to provide for installation of ill-timed work.

3. Remove and replace defective work.

4. Remove and replace work not conforming to Contract Documents.

5. Remove samples of installed work as required for testing.

6. Provide routine penetrations of non-structural surfaces for installation of piping.

7. Provide routine penetrations of non-structural surfaces for installation of conduit.

B. Related Requirements:

1. Section 01 50 00: Temporary facilities and controls.

2. Section 02 41 00: Structure demolition.

3. Section 02 41 20: Selective building demolition for remodeling.

1.2 SUBMITTALS
A. Submit written request well in advance of cutting or alteration which affects:

1. Work of Owner or separate contractor.

2. Structural value or integrity of any element of Project.

3. Integrity of weather-exposed or moisture-resistant elements.

4. Efficiency, operational life, maintenance or safety of operational elements.

5. Visual qualities of sight-exposed elements.

B. Request shall include:

1. Identification of Project and description of affected work.

2. Necessity for cutting or alteration.

3. Effect on work of Owner or separate contractor.

4. Effect on structural integrity, or weatherproof integrity of Project.

5. Alternatives to cutting and patching.

6. Cost proposal, when applicable.

7. Written permission of separate contractor whose work will be affected.

8. Description of proposed work including:
a. Scope of cutting, patching, alteration, or excavation. b. Products proposed to be used.
c. Extent of refinishing to be included.

C. Should conditions of Work or schedule indicate a change of products from original installation, Contractor shall submit request for substitution as specified in Section 01 25 00 – Substitution Procedures.
255
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 73 00 - 2 Cutting and Patching
D. Submit written notice to Architect designating date and time work will be uncovered.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Comply with Specifications and standards for each specific product involved.

B. Where Specifications and standards have not been provided, provide materials and fabrication consistent with quality of Project and intended for commercial construction.

C. Provide new materials for cutting and patching unless otherwise indicated.

PART 3 - EXECUTION

3.1 INSPECTION
A. Inspect existing conditions of Project, including elements subject to damage or to movement during cutting and patching.

B. After uncovering work, inspect conditions affecting installation of products, or performance of work.

C. Report unsatisfactory or questionable conditions to Architect in writing; do not proceed with work until Architect has provided further instructions.

3.2 PREPARATION
A. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work.

1. Provide services of licensed engineer for designing temporary support where required by applicable authorities for temporary supports and for shoring; submit engineering calculations directly to applicable authorities upon request.

B. Protect other portions of Project from damage.

3.3 PERFORMANCE
A. Execute cutting by methods that provide proper surfaces to receive installation of repairs and finishes.

1. Execute excavating and backfilling by methods which will prevent settlement, and which will prevent damage to other work.

B. Employ same installer or fabricator to perform cutting and patching work as employed for new construction for:

1. Weather-exposed or moisture resistant elements.

2. Sight-exposed finished surfaces.
256
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 73 00 - 3 Cutting and Patching
C. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes.

D. Restore work that has been cut or removed; install new products to provide completed Work in accordance with requirements of Contract Documents.

E. Fit work tight to pipes, sleeves, ducts, conduit and penetrations through surfaces.

F. Refinish entire surfaces as necessary to provide even finish to match adjacent finishes:

1. For continuous surfaces, refinish to nearest intersection.

2. For an assembly, refinish entire unit.

END OF SECTION
257
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 74 10 - 1 Waste Management
SECTION 01 74 10

WASTE MANAGEMENT
PART 1 - GENERAL

1.1 SUMMARY
A. Project requires special Waste Management Program.

1. CALGreen Waste Management: As required in Section 01 35 15.

2. Provide itemization of costs related to Waste Management Program.

3. Effect optimum control of solid wastes.

4. Prevent environmental pollution and damage.

B. Related Work:

1. Section 01 35 15: CALGreen environmental requirements.

2. Section 01 50 00: Temporary facilities and controls.

1.2 DEFINITIONS
A. Inert Fill: A permitted facility that accepts inert waste such as asphalt and concrete exclusively.

B. Class III Landfill: A landfill that accepts non-hazardous waste such as household, commercial, and industrial waste, including construction, remodeling, repair, and demolition operations.

C. Construction and Demolition Waste: Includes solid wastes, such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, repair, and demolition operations.

1. Rubbish: Includes both combustible and noncombustible wastes, such as paper, boxes, glass, crockery, metal and lumber scrap, tin cans, and bones.

2. Debris: Includes both combustible and noncombustible wastes, such as leaves and tree trimmings that result from construction or maintenance and repair work.

D. Chemical Waste: Includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals and inorganic wastes.

E. Sanitary Wastes:

1. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or consumption of food.

2. Sewage: Domestic sanitary sewage.
258
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 74 10 - 2 Waste Management

1.3 SUBMITTALS
A. Waste Management Program: Comply with Contract Documents and applicable code requirements for salvaging, recycling, and disposing of nonhazardous waste.

1. Prior to commencement of Work, schedule and conduct meeting with Owner and Architect to discuss proposed Waste Management Program.

2. Develop mutual understanding relative to details of recycling, and rebate programs.

3. Prepare and submit a written and graphic Waste Management Program including, but not limited to, the following:
a. Indicate procedures to be implemented.
b. Estimate total Project waste to be generated, and estimated cost of disposing of Project waste in landfills.
c. Estimate total cubic yards of following waste categories to be diverted from landfill.
1) Clean dimensional wood, palette wood.
2) Plywood, oriented strand board, and medium density fiberboard. 3) Cardboard, paper, packaging.
4) Other items as directed by Owner and Architect.
d. Estimate amounts of following waste categories in appropriate units (weight, feet, square yards, gallons).
1) Metals.
2) Gypsum board.
3) Carpet.
4) Paint.
5) Other items as directed by Owner and Architect.
e. Submit permit or license and location of waste disposal areas. f. Submit procedures for recycling/re-use program.
g. Submit procedures for rebate programs.
h. Revise and resubmit Waste Management Program as required by Owner and Architect.
1) Review of Contractor's Waste Management Program will not relieve Contractor of responsibility for control of pollutants and other environmental protection measures.
259
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 74 10 - 3 Waste Management
B. Submit summary of solid waste generated by Project with each application for progress payment, on form acceptable to Owner and Architect; include manifests, weight tickets, receipts, and invoices identifying Project and waste delivered to following locations.

1. Recycling Centers.

2. Class III landfills.

3. Inert fills.

C. Prepare rebate information and product documentation as required for Owner to qualify for rebate programs; submit with final closeout submittals.

1. Where feasible submit in electronic format, otherwise in 3-ring binder.

1.4 RECYCLING PROGRAM
A. Recycling: Implement recycling program that includes separate collection of waste materials of following types as applicable to Project requirements; recycling program to be applied by Contractors and subcontractors.

1. Land clearing debris.

2. Asphaltic concrete.

3. Concrete.

4. Masonry materials.

5. Ferrous metal.

6. Non-ferrous metal.

7. Clean dimensional wood and palette wood.

8. Plywood, oriented strand board, and medium density fiberboard.

9. Paper - bond.

10. Paper - newsprint.

11. Cardboard and paper packaging materials.

12. Glass.

13. Plastics.

14. Gypsum board (unpainted).

15. Paint.

16. Rigid foam.

17. Carpet and pad.

18. Beverage containers.

19. Porcelain plumbing fixtures.

20. Insulation.

21. Others as appropriate.

B. Handling: Keep materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to recycling process.

1. Clean materials contaminated prior to placing in collection containers.

2. Arrange for collection by or delivery to appropriate recycling center or transfer station that accepts construction and demolition waste for purpose of recycling.

C. Participate in Re-Use Programs: Rebates, tax credits, and other savings obtained for recycled or re-used materials shall accrue to Contractor. 260
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 74 10 - 4 Waste Management

END OF SECTION
261
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 77 00 - 1 Closeout Procedures
SECTION 01 77 00

CLOSEOUT PROCEDURES
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes Contract closeout procedures.

1. Substantial Completion.

2. Final Completion.

3. Project record documents.

4. Material and finish data.

5. Operation and maintenance manuals.

B. Related Requirements:

1. Section 01 30 00: Administrative requirements including attic stock.

2. Section 01 78 00: Warranties.

3. Section 01 79 00: Demonstration and training.

1.2 SUBSTANTIAL COMPLETION
A. Immediately prior to Substantial Completion, schedule agency reviews as required for “temporary certificate of occupancy” or for “certificate of occupancy”.

B. When Contractor considers Work, or a designated portion thereof is substantially complete, submit written notice, with list of items to be completed or corrected.

1. List (“Punch List”): Format pre-approved by Owner and Architect; tabular form with each space listed required.

C. Within a reasonable time, Owner and Architect will inspect status of completion and may add to “Punch List”.

1. Contractor shall pay for Architect's time and direct expenses where more than one Substantial Completion inspection is required.

D. Should Owner and Architect determine Work is not substantially complete, Contractor will be promptly notified in writing, giving reasons.

E. Contractor shall remedy deficiencies and send a second written notice of substantial completion; Architect will reinspect Work.

1. Contractor shall pay for Architect's time and direct expenses where more than one Substantial Completion inspection is required.

F. When Work is determined to be substantially complete by Architect, a Certificate of Substantial Completion will be prepared in accordance with General Conditions. 262
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 77 00 - 2 Closeout Procedures
G. DSA Projects: Contractor shall complete DSA 6-C Form and upload electronically to DSAbox within three days of completion of Work.

1.3 FINAL COMPLETION
A. When Work is complete, submit written certification indicating:

1. Work has been inspected for compliance with Contract Documents.

2. Work has been completed in accordance with Contract Documents and deficiencies listed (in ‘Punch List”) with Certificate of Substantial Completion have been corrected.

3. Equipment and systems have been tested in presence of Owner's representative and are operational.

4. Work is complete and ready for final inspection.

B. Special Submittals: In addition to submittals required by Contract, submit following.

1. Provide submittals required by governing authorities to governing authorities with copies included in Project Record Documents.

2. Submit final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due.

1.4 PROJECT RECORD DOCUMENTS
A. Keep documents current; do not permanently conceal any work until required information has been recorded.

1. Owner will provide Contractor with a separate set of Drawings to maintain for Project Record Documents.

2. Store reproducible Drawings, one set of Project Manual, and one copy of each Change Order separate from documents used for construction, for use as Project Record Documents.

3. Indicate actual work on Drawings; indicate actual products used in Project Manual, including manufacturer, model number and options.

4. Update Project Record Documents daily and allow for Architect inspection at least once a month.

B. At Contract close-out submit documents with transmittal letter containing date, Project title, Contractor's name and address, list of documents, and signature of Contractor.

C. As-Built Documents: General Contractor shall have electronic “As Built” sets of Contract Documents (Project Drawings and Project Specifications) prepared prior to Final Completion. 263
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 77 00 - 3 Closeout Procedures

1. Contractor shall use one complete electronic set of Contract Documents (Drawings and Specifications) for use for “As-Builts”.

2. As-Built Drawings: Revise Drawings based on Record Documents and field measurements made after installation and indicate actual locations of structural elements, ducts, piping, wiring, and equipment.
a. Professional draftspersons experienced in electronic media used for Contract Documents shall revise original Project Drawings based on information recorded on Project Record Documents.

3. As-Built Specifications: Revise Specifications to indicate manufacturers who provided materials specified along with specifics indicating accessories, options, and finishes used in Project.
a. Cross referencing Submittal records is acceptable for accessories only.

4. Review Submittal: Submit two copies of electronic media of “As-Built” Documents to Architect for review.
a. After Architect review, revise where indicated and submit final electronic media to Owner.

D. Final Completion Submittal: At Project Completion submit both Project Record Documents and AsBuilt Documents with transmittal letter containing date, Project title, Contractor's name and address, list of documents, and signature of Contractor.

1.5 MATERIAL AND FINISH DATA
A. Provide data for primary materials and finishes.

B. Submit two sets prior to final inspection, bound in 8-1/2" by 11" three-ring binders with durable plastic covers, clearly identified regarding extent of contents.

1. Electronic Format: Where available in electronic format, submit USB 3.0 flash drives with information required for material and finish data.

C. Arrange by Specification division and give names, addresses, and telephone numbers of subcontractors and suppliers. List:

1. Trade names, model or type numbers.

2. Cleaning instructions.

3. Product data.

4. Maintenance recommendations.

1.6 OPERATION AND MAINTENANCE MANUALS
A. Provide manuals for:

1. Electrically operated items.

2. Electrical equipment and controls.

3. Maintenance manuals provided as part of Submittals.
264
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 77 00 - 4 Closeout Procedures
B. Submit two sets prior to final inspection, bound in 8-1/2" by 11" three-ring binders with durable plastic covers, clearly identified regarding extent of contents.

C. Provide a separate volume for each system, with a table of contents and index tabs for each volume.

D. Arrange by Specification division and gives names, addresses, and telephone numbers of Subcontractors and suppliers. List:

1. Appropriate design criteria.

2. List of equipment and parts lists.

3. Operating and maintenance instructions.

4. Shop drawings and product data.

E. Electronic Format: Where available in electronic format, submit two USB 3.0 flash drives with information required for operation and maintenance manuals.

END OF SECTION
265
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 78 00 - 1 Warranties
SECTION 01 78 00

WARRANTIES
PART 1 - GENERAL

1.1 SUMMARY
A. Warranties: Compile required, and incidental warranties required by Contract Documents.

1. Manufacturer Warranties: Provide manufacturer’s standard warranties where specified including inspections and services included or required as part of manufacturer’s standard warranty.

2. Special Warranties: Provide special warranties as required by Specifications sections.

3. These warranties shall be in addition to and not a limitation of other rights Owner may have against Contractor under Contract Documents and which may be prescribed by law, regardless of wording of warranty.

B. Extended Correction Period: Contractor shall correct failure of materials and systems to perform in a manner consistent with their intended use including but not limited to failure of waterproofing and roofing systems to resist penetration from water.

1. Standard Correction Period: One year after Substantial Completion or Beneficial Occupancy by Owner except where otherwise noted in Contract Documents; coordinate with General Conditions and Supplementary Conditions. a. Items used by Contractor during construction operations shall not be considered substantially completed.
b. Correction of Work Period begins with Owner occupancy not completion of component.

2. Extended Correction Period: Requirements are same as standard correction period but for an extended period as indicated in Specifications sections.

3. Contractor Responsibilities: Bear cost of correcting failed work and replacing construction damaged by failure of materials and systems to perform in a manner consistent with their intended use during correction period. a. Requirements for correction period shall apply to Subcontractors, suppliers, installers, and those responsible for failed work.
b. Owner and Design Team shall not be responsible for determining degree of responsibility of those involved.
266
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 78 00 - 2 Warranties

4. Owner’s Rights under Law: Correction period shall be in addition to and not a limitation of other rights Owner may have against Contractor under Contract Documents and which may be prescribed by law.

1.2 FORM OF SUBMITTAL
A. Special Warranty and Extended Correction Period Forms: Provide duplicate copies, notarized or on Contractor and Manufacturer's letterhead without conditions or exceptions to requirements specified.

1. Assemble documents executed by subcontractors, installers, suppliers, and manufacturers.

2. Provide table of contents and assemble in binder with durable plastic cover, clearly identified regarding extent of contents.

3. Electronic Format: Submit USB 3.0 flash drives of warranties, in Microsoft Word.

B. Manufacturer Warranty Forms: Use manufacturer’s standard forms unless otherwise directed in Contract Documents; completed form shall not detract from or confuse interpretations of Contract Documents.

1. Manufacturer’s authorized representative shall sign manufacturer warranties.

2. Subcontractor and installer shall countersign warranty where specified. a. Provide required warranties for waterproofing and roofing systems countersigned by subcontractor and installer.

C. Submit final warranties prior to final application for payment.

1. For equipment put into use with Owner's permission during construction, submit within ten days after first operation.

2. For items of Work delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period.

D. Provide information for Owner's personnel regarding proper procedure in case of failure and instances that might affect validity of manufacturer warranty.

E. Size: 8-1/2" by 11" for three-ring binder; fold larger sheets to fit.

1.3 WARRANTIES AND CORRECTION OF WORK DOCUMENTS
A. Warranties and Correction of Work Documents are intended to protect Owner against failure of work and against deficient, defective and faulty materials and workmanship, regardless of sources.

B. Limitations: Warranties and correction of work requirements are not intended to cover failures that result from:
267
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 78 00 - 3 Warranties

1. Unusual or abnormal phenomena of the elements.

2. Owner's misuse, maltreatment or improper maintenance of work.

3. Vandalism after substantial completion.

4. Insurrection or acts of aggression including war.

C. Related Damages and Losses: Remove and replace work which is damaged as result of failure, or which must be removed and replaced to provide access for correction of work.

D. Reinstatement: After correction of work reinstate warranty or extended correction period for corrected work to date of original expiration, but not less than half original period.

1. Correction of Work Period: The general correction of work period specified shall not be extended by corrective work except to extent required to correct failure and repair or replace materials damaged by failure.

E. Replacement Cost: Replace or restore failing items without regard to anticipated useful service lives where part of correction of work period, extended correction of work period, and special warranty period unless otherwise noted.

F. Rejection of Warranties: Owner reserves right to reject unsolicited and coincidental product warranties that detract from or confuse interpretations of Contract Documents.

END OF SECTION
268
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 79 00 - 1 Demonstration and Training
SECTION 01 79 00

DEMONSTRATION AND TRAINING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide equipment and systems demonstration and instruction in accordance with Contract Documents.

1. Video record seminars and system demonstrations.

B. Related Sections:

1. Section 01 31 00: Project management and coordination.

2. Section 01 77 00: Contract closeout procedures.

3. Refer to Facility Services Subgroups for mechanical and electrical requirements.

1.2 DESCRIPTION
A. Seminar Agenda and Outline:

1. Prepare a seminar agenda and outline in consultation and cooperation with Owner. Include following:
a. Equipment and systems that will be included in seminars. b. Name of companies and representatives presenting at seminars. c. Outline of each seminar's content.
d. Time and date allocated to each system and item of equipment.

2. Submit preliminary seminar agenda and outline for review and comment by Owner. a. Revise and resubmit agenda and outline until all seminar requirements have been satisfied and seminar dates and presenters have been finalized.

3. Submit final seminar agenda and outline no later than eight weeks before date of Acceptance of Work.

B. Seminar Organization:

1. Contractor’s presentation leaders shall chair seminars. a. Coordinate qualification of training personnel, seminar contents, and presentations with Owner.

2. Coordinate individual presentations and ensure manufacturer’s representatives scheduled to be at training seminars are present.
269
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 79 00 - 2 Demonstration and Training

3. Arrange for presentation leaders familiar with design operation, maintenance and troubleshooting of equipment and systems.
a. Where one person is not familiar with all aspects of equipment or system; arrange for specialists familiar with each aspect.

4. Coordinate proposed seminar dates with Owner and select mutually agreeable dates.

5. Video Recording: Arrange for video recording (audio and video) of training seminars and system demonstrations, including seminar and demonstration questions and answers.

C. Seminar Content:

1. Architect’s Consultants will explain design philosophy of primary systems.

2. Include following information in presentations dealing with specific systems. a. An overview of how system is intended to operate.
b. Describe design parameters, constrains and operational requirements. c. Describe system operation strategies.
d. Provide information to help in identifying and troubleshooting problems.

3. Include following information in presentations dealing with equipment. a. Explanation of how equipment operates.
b. Recommended preventative and routine maintenance.

D. System Demonstration:

1. Demonstrate operation of equipment and systems when specified in individual technical sections. Include following in demonstration. a. Start-up and shut down.
c. Operation.
d. Scheduled and preventative maintenance.
e. Troubleshooting.

2. Demonstration may be conducted at time of original starting with Owner's prior approval.

E. Seminar and Demonstration Questions:

1. Be prepared to answer questions raised by Owner’s personnel at demonstrations and seminars.

2. If unable to satisfactorily answer questions immediately, provide written response within three days.

F. Use manufacturer’s operation and maintenance data as basis of instruction. 270
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
01 79 00 - 3 Demonstration and Training

1.3 SUBMITTALS
A. Video Recording: Submit three copies of each video recording in DVD format acceptable to Owner; include label on each DVD and on each container identifying Project and Seminar content.

END OF SECTION
271
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
02 41 20 - 1 Selective Building Demolition
SECTION 02 41 20

SELECTIVE BUILDING DEMOLITION
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Selectively remove materials, systems, components, fixtures and equipment as designated and as required for completion of Project as indicated.

1. Cap and identify active utilities.

B. Related Sections:

1. Section 01 10 00: Summary of work including hazardous materials requirements.

2. Section 01 50 00: Temporary facilities including barriers and waste management.

3. Section 01 73 00: Cutting and patching.

1.2 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Do not interfere with use of adjacent building spaces not in Project; maintain free and safe passage to and from.

2. Prevent movement of structural components, provide and place bracing and be responsible for safety and support of structural components. Assume liability for movement, settlement, damage or injury.

3. Cease operations and notify Architect immediately if safety of structural components appears to be endangered; take precautions to properly support structures. Do not resume operations until safety is restored.

4. Prevent dust from selective demolition from contaminating adjacent occupied building areas; clean construction dust from adjacent occupied area immediately upon direction of Building Manager.

B. Design/Build: Provide special engineering to ensure compliance with applicable codes and Contract Documents for support systems.

C. Scheduling: Do not close or obstruct roadways without permits. Conduct operations with minimum interference to adjacent traffic.

1.3 SUBMITTALS
A. Action Submittals: Submit selective demolition operational sequence to ensure Project sequencing is consistent with Owner needs.

B. Informational Submittals: Submit permits for transport and disposal of debris. 272
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
02 41 20 - 2 Selective Building Demolition

1.4 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control and for construction waste.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Debris: Maintain possession of materials being demolished except where noted as a material for reinstallation or a material to be retained by Owner. Immediately remove debris from site.

1. Immediately remove from site wet materials and materials with water stains, with mold, and with mildew.

B. Materials for Reinstallation: Carefully remove, store and protect materials indicated to be reinstalled. Contact Owner and Architect prior to beginning demolition to determine extent of other materials that might be suitable for reinstallation.

1. Inventory and record condition of items to be reinstalled.

C. Owner Retained Materials: Contact Owner prior to beginning demolition to determine extent of materials to be retained. Carefully remove materials indicated to be retained by Owner; deliver and store where directed.

1. Inventory and record condition of items to be retained by Owner.

PART 3 - EXECUTION

3.1 EXISTING SERVICES
A. Disconnect or remove utility services as required for completion of Project; disconnect, stub off, and cap utility service lines not required for new construction.

1. Do not remove utilities discovered during demolition but not indicated without first determining purpose for utility; coordinate with Architect and Engineers.

B. Do not disrupt services to adjacent building areas not in Project.

C. Place markers to indicate location of disconnected services; identify service lines and capping locations on Project Record Documents.

3.2 DEMOLITION
A. Demolish indicated appurtenances as indicated and as required for Project completion in an orderly and careful manner.

1. Use methods that do not damage materials indicated to remain.

2. Cut concrete and masonry using masonry saws and hand tools; provide sharp clean cuts requiring minimal patching for new construction.
273
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
02 41 20 - 3 Selective Building Demolition

3. Use impact tools only where specifically approved in advance for areas where operations do not disturb building occupancy.

B. Perform demolition in accordance with authorities having jurisdiction.

C. Remove demolished materials from site, unless otherwise directed.

1. Remove from site, contaminated, vermin infested, and dangerous materials encountered and dispose of by safe means so as not to endanger health of workers or public.

D. Remove tools and equipment upon completion of work; leave area in condition acceptable to Owner and Architect.

3.3 REPAIR
A. Repair damage to adjacent construction caused as result of this work.

B. Repair demolition beyond that required.

END OF SECTION
274
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 21 00 - 1 Thermal Insulation
SECTION 07 21 00

THERMAL INSULATION
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide thermal batt insulation with integral vapor retarder and accessories as required for complete installation.

B. Related Work:

1. Section 09 21 00: Acoustical insulation concealed in gypsum board systems.

1.2 ADMINISTRATIVE REQUIREMENTS
A. Interior Vapor Retarders: Where specifications require foil faced vapor retarders as part of building thermal insulation system, intent is to prevent migration of spores from mold and mildew into interior building spaces.

1. Intent is to provide air barrier and vapor retarder on interior surface while allowing vapor to move through exterior wall vapor permeable surfaces, while vapor permeable water barriers are maintained at exterior side of wall.

1.3 SUBMITTALS
A. Product Data: Furnish manufacturer's literature for each type of insulation.

1. Submit Underwriter's Laboratory approval numbers for required fire ratings; approvals of other laboratories contingent upon acceptance of applicable authorities.

1.4 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to energy efficiency.

PART 2 - PRODUCTS

2.1 MATERIALS
A. System Description: Provide thermal batt insulation with integral vapor retarder and accessories.

B. Thermal Batt Insulation: Preformed slag mineral or glass fiber with thermosetting resin binders, conforming to ASTM C665; formaldehyde-free.

1. Manufacturers:
a. Johns Manville/FSK-25 Thermal-Shield Insulation.
b. Owens-Corning Fiberglas Corp./Fiberglas FS-25 Insulation. c. CertainTeed/Thermafiber FS25 Insulation.
275
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 21 00 - 2 Thermal Insulation
d. Substitutions: Refer to Section 01 25 00.
a. Johns Manville/Thermal-Shield Insulation.
b. Owens-Corning Fiberglas Corp./Fiberglas Insulation.
c. CertainTeed/Thermafiber Insulation.
d. Substitutions: Refer to Section 01 25 00.

2. R-Value: Minimum R-19 at walls, R-38 at horizontal surfaces, unless otherwise indicated.

3. Flame Spread/Smoke Developed Rating: Maximum 25/450, ASTM E84.

4. Vapor Retarder: Type III, aluminum vapor retarder on one side.

5. Vapor Retarder: Type I: No vapor retarder.

6. Combustibility: Pass ASTM E136.

C. Penetration Type Insulation Supports: Galvanized or electroplated steel penetration supports with adhesive attachment to substrate and support disc.

D. Vapor Retarder Tape: Minimum 2" wide self-adhering type designed to maintain vapor retarder integrity and complying with fire resistance ratings as required by applicable codes.

E. Accessories: Furnish as recommended by insulation manufacturer for insulation types, substrates, and conditions involved.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify substrate and adjacent materials are dry and ready to receive insulation; beginning installation signifies acceptance of conditions.

B. Ensure mechanical and electrical items affecting work are properly placed, complete, and have been inspected by Architect prior to commencement of installation.

3.2 INSTALLATION
A. Install insulation in accordance with manufacturer's instructions with vapor retarder toward inside of building.

B. Cut and trim insulation neatly, to fit spaces.

1. Backed Insulation: Use insulation free of ripped backs and edges.

C. Fit insulation tight within spaces and tight to and behind mechanical and electrical services within insulation plane; leave no gaps or voids; maintain integrity of thermal barrier.

D. Friction fit in place; use tape or penetration supports as necessary to assure permanent installation.
276
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 21 00 - 3 Thermal Insulation

1. Taping: Tape perimeters, joints, and tears in vapor retarder, including joints between insulation and surrounding construction, to ensure vapor-tight installation.

2. Penetration Supports: Cut or bend pins in locations accessible to maintenance personnel, to eliminate potential hazards from exposed pin points.

END OF SECTION
277
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 90 00 - 1 Joint Sealants
SECTION 07 90 00

JOINT SEALANTS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide joint sealants, for interior and exterior joints not specified elsewhere, with backing rods and accessories as required for complete installation.

1. Joint sealants include joint sealers and calking as indicated.

B. Related Sections:

1. Section 07 60 00: Flashing and sheet metal concealed sealants.

2. Section 08 80 00: Glazing sealants.

3. Section 09 21 00: Sealants used for acoustical treatment at gypsum board.

1.2 SUBMITTALS
A. Product Data: Furnish manufacturer's descriptive literature.

B. Samples: Furnish samples of each type of exposed joint sealer in required colors.

C. Certifications:

1. Furnish manufacturer's certification joint sealers comply with Contract Documents and are suitable for Project applications.

2. Furnish certification indicating installers are trained in proper use of specified products, qualified, and familiar with proper installation techniques.

1.3 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives, sealants, and caulks.

1. Provide joint sealants as required by applicable codes and regulations to fill joints and openings in building envelope separating conditioned space from unconditioned space.

B. Installer Qualifications: Firm with minimum five years successful experience on projects of similar type and size, using specified products.

C. Installers shall be familiar with proper application procedures to ensure maximum joint sealer expansion and contraction capabilities.

D. Mock-Up: Provide exterior joint sealers where required for mock-ups of other systems.
278
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 90 00 - 2 Joint Sealants

1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, cure time, and mixing instructions.

1.5 SITE CONDITIONS
A. Do not proceed with installation of joint sealers under unfavorable weather conditions.

B. Install elastomeric sealants when temperature is in lower third of temperature range recommended by manufacturer.

1.6 WARRANTY
A. Extended Correction Period: Extend correction period to two years.

1. Repair or replace joint sealers which fail to perform as intended, because of leaking, crumbling, hardening, shrinkage, bleeding, sagging, staining, loss of adhesion, and loss of cohesion.

PART 2 - PRODUCTS

2.1 MATERIALS
A. System Description: Provide joint sealants with backing rods and accessories.

B. Performance Requirements:

1. Select materials for compatibility with joint surfaces and indicated exposures.

2. Where not indicated, select modulus of elasticity and hardness or grade recommended by manufacturer for each application indicated.

3. Comply with applicable limitations on volatile organic compound (VOC) emissions.

C. Regulatory Requirements: Comply with applicable regulatory requirements regarding limitations on volatile organic compound (VOC) emissions limitations. 279
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 90 00 - 3 Joint Sealants
D. Elastomeric Sealants:

1. Single Component Low Modulus Silicone Sealant: ASTM C920 Type S, Class 25, Grade NS; minimum 50% expansion and compaction capability. a. Provide at exterior locations not exposed to traffic. b. Manufacturers:
1) GE (Momentive Performance Materials)/Silpruf, Silglaz or GESIL. 2) Dow Corning Corp./790 or 795.
3) Pecora Corp./864 Architectural Silicone.
4) Tremco/Spectrem 3.
5) Substitutions: Refer to Section 01 25 00.

2. Multi-Component Polyurethane Sealant: ASTM C920, Type M, Grade NS, Class 25, non-sag; minimum 25% expansion and compaction capability. a. Provide at exterior locations not exposed to traffic. b. Manufacturers:
1) Pecora Corp./Dynatrol II.
2) Tremco/Dymeric 240.
3) BASF/MasterSEal NP 2.
4) Substitutions: Refer to Section 01 25 00.

3. Single Component Low Modulus Sealant: ASTM C920 Type S, Class 35, Grade NS; minimum 50% expansion and compaction capability.
a. Provide at exterior locations not exposed to traffic. b. Manufacturers:
1) Fortifiber Building Systems Group/Moistop Sealant.
2) Sika Group/SikaFlex 1A+.
3) Substitutions: Refer to Section 01 25 00.

4. Multi-Component Polyurethane Sealant: ASTM C920, Type M, Grade P, Class 25, self-leveling; minimum 25% expansion and compaction capability. a. Provide at traffic bearing locations.
b. Manufacturers:
1) Pecora Corp./Urexpan NR-200, or Dynatrol II-SG.
2) Tremco/THC 900-901, or Vulkem 445 SSL.
3) BASF/MasterSeal SL 2
4) Substitutions: Refer to Section 01 25 00.
280
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 90 00 - 4 Joint Sealants

5. Mildew-Resistant Silicone Rubber Sealant: ASTM C920, Type S, Grade NS, Class 25, compounded with fungicide, specifically for mildew resistance and recommended for interior joints in wet areas.
a. Provide at interior joints in wet areas.
b. Manufacturers:
1) GE (Momentive Performance Materials)/SCS 1702 Sanitary Sealant. 2) Dow Corning Corp./786 Bathtub Caulk.
3) Pecora Corp./898 Sanitary Mildew Resistant Sealant.
4) Tremco/Tremsil 200.
5) Substitutions: Refer to Section 01 25 00.

E. Non-Elastomeric Sealants:

1. Acrylic-Emulsion Sealant: ASTM C834 acrylic or latex-rubber-modified acrylic sealant, permanently flexible, non-staining and non-bleeding; recommended for general interior exposure; compatible with paints specified in Section 09 90 00. a. Provide at general interior applications.
b. Manufacturers:
1) Pecora Corp./AC-20.
2) Tremco/Tremflex 834.
3) Substitutions: Refer to Section 01 25 00.

2. Air Seals: Provide non-staining and non-bleeding sealers, calks, or foams appropriate to specific applications for filling openings between conditioned and unconditioned spaces.
a. Type: As recommended by manufacturer for each specific application; compatible with adjacent materials.
b. Manufacturers:
1) Dow/Great Stuff.
2) Owens Corning/EnergyComplete Air Sealant.
3) Hilti/Foam Filler CF 812.
4) Substitutions: Refer to Section 01 25 00.
c. Pest Control Mesh: Openings subject to pest infiltration to have 304 stainless steel wool, material stuffed in joint before application of air seals using methods to ensure blocking of gap from pests.
d. Exception: Annular spaces around pipes, electric cables, conduits and other openings in exterior walls shall be protected against passage of rodents by closing with cementitious grout.
281
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 90 00 - 5 Joint Sealants
1) Cementitious Grout: ASTM C1107 non-shrink, non-metallic, pre-mixed, factory-packaged, non-staining, non-corrosive; type specifically recommended by manufacturer as applicable to job condition.

F. Miscellaneous Materials:

1. Primers/Sealers: Non-staining types recommended by joint sealer manufacturer for joint surfaces to be primed or sealed.

2. Joint Cleaners: Non-corrosive types recommended by joint sealer manufacturer; compatible with joint forming materials.

3. Bond Breaker Tape: Polyethylene tape as recommended by joint sealer manufacturer where bond to substrate or joint filler must be avoided for proper performance of joint sealer.

4. Sealant Backer Rod: Compressible polyethylene foam rod or other flexible, permanent, durable non-absorptive material as recommended by joint sealer manufacturer for compatibility with joint sealer.
a. Oversize backer rod minimum 30% to 50% of joint opening.

G. Colors: As indicated, as selected by Architect from manufacturer's full range of colors where not indicated.

1. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.

PART 3 - EXECUTION

3.1 PREPARATION
A. Prepare joint surfaces in accordance with ASTM C1193 and as recommended by joint sealer manufacturer.

B. Clean joint surfaces immediately before installation of joint sealer; remove dirt, insecure materials, moisture and other substances which could interfere with bond of joint sealer.

C. Prime or seal joint surfaces where recommended by joint sealer manufacturer; do not allow primer/sealer to spill or migrate onto adjoining surfaces.

D. Ensure protective coatings on surfaces in contact with joint sealers have been completely stripped.

3.2 INSTALLATION
A. Comply with manufacturer's printed instructions and ASTM C1193, except where more stringent requirements are shown or specified.
282
WEST SACRAMENTO POLICE DEPARTMENT TENANT IMPROVEMENT 12/22/2023

WEST SACRAMENTO, CALIFORNIA
07 90 00 - 6 Joint Sealants
B. Pest Control: Install stainless steel wool prior to application of backer rods and bond breakers at air seal and as required to ensure complete pest blockage at joints where pest intrusion is a potential.

C. Set sealant backer rods at proper depth or position in joint to coordinate with other work, including installation of bond breakers and sealant; do not leave voids or gaps between ends of backer rods.

1. Do not stretch, twist, puncture or tear backer rods.

D. Install bond breaker tape as required to avoid three-sided bond of sealant to substrate and where required by manufacturer's recommendations to ensure joint sealers will perform properly.

E. Size materials to achieve required width/depth ratios.

F. Employ installation techniques that will ensure joint sealers are deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of bond surfaces equally on opposite sides.

G. Joint Configuration: Fill sealant joint to a slightly concave surface, slightly below adjoining surfaces, unless otherwise indicated.

H. Where horizontal joints are between a horizontal surface and vertical surface, fill joint to form a slight cove, so that joint will not trap moisture or dirt.

West Sacramento City CouncilMay 1, 2024

West Sacramento City Council
May 1, 2024