WEST SACRAMENTO CITY COUNCIL AND WEST SACRAMENTO REDEVELOPMENT SUCCESSOR
AGENCY & WEST SACRAMENTO FINANCING AUTHORITY
City Council Regular Meeting
MARCH 20, 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
6:30 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
PRESENTATION OF PROCLAMATION OF THE WEST SACRAMENTO CITY COUNCIL DECLARING MARCH 31, 2024 AS CESAR CHAVEZ DAY
Objective: The purpose of this report and proclamation is to celebrate and honor the life and work of Cesar Chavez.
Recommendation: Staff respectfully recommends that the City Council adopt the proclamation declaring March 31 as Cesar Chavez Day.
3. City Manager's Office
PROCLAMATION OF THE WEST SACRAMENTO CITY COUNCIL RECOGNIZING MARCH 2024
AS AMERICAN RED CROSS MONTH
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 formally support the American Red Cross and its local chapter for responding to emergencies and providing comfort to members of the West Sacramento community in need.
Recommendation: Staff respectfully recommends that the City Council adopt a proclamation recognizing March 2024 as American Red Cross Month.
4. City Manager's Office
PRESENTATION OF PROCLAMATION HONORING THE LIFE AND ACHIEVEMENTS OF COUNCILMEMBER WILLIAM G. (BILL) KRISTOFF
Objective: The objective of this item is to celebrate the life of Councilmember William G. (Bill) Kristoff and recognize his many contributions to the people of West Sacramento throughout his 30 years of dedicated service to the City and beyond.
Recommendation: Staff respectfully recommends that the City Council adopt the attached proclamation recognizing the life of Councilmember William G. (Bill) Kristoff and his many contributions to the West Sacramento community.
CONSENT AGENDA
5. Capital Projects
CONSIDERATION OF ADOPTION OF RESOLUTION 24-11 AMENDING THE CAPITAL
IMPROVEMENT PROGRAM BUDGET AND APPROVAL OF A CONSTRUCTION CONTRACT WITH ACCO ENGINEERED SYSTEMS, INC. FOR CONSTRUCTION SERVICES FOR THE CITY HALL HVAC REPLACEMENT PROJECT (CIP 54026)
Objective: The objective of this report is to provide the City Council with sufficient information to adopt Resolution 24-11 amending the Capital Improvement Program budget and to approve a construction contract with ACCO Engineered Systems, Inc. for the City Hall HVAC Replacement Project (CIP 54026).
Recommendation: Staff respectfully recommends that the City Council: 1) Find that approval of a construction contract with ACCO Engineered Systems, Inc. is exempt from the California Environmental Quality Act (CEQA) apursuant to CEQA Guidelines Section 15301(d) for existing facilities; 2) Adopt Resolution 24-11 amending the Capital Improvement Program budget; 3) Approve the Project Plans and Specifications for the City Hall HVAC Replacement Project (CIP 54026); 4) Award a construction contract to the lowest responsive, responsible bidder, ACCO Engineered Systems, Inc.; 5) Authorize the City Manager, or his designee, to execute a construction contract with ACCO Engineered Systems, Inc. for an amount not to exceed $4,398,789.00; 6) Authorize the City Manager, or his designee to execute non-substantive changes or modifications, amendments, change orders, agreements, and/or purchases up to 10% of the value of the construction contract ($439,879), with approval from the City Attorney and Finance Department; and 7) Authorize the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.
2 6. Capital Projects
CONSIDERATION OF SECOND READING OF ORDINANCE 24-5 AMENDING TITLE 10 (VEHICLES AND TRAFFIC) OF THE MUNICIPAL CODE RELATING TO THE REESTABLISHMENT OF SPEED LIMITS ON CERTAIN STREETS WITHIN THE CITY OF WEST SACRAMENTO (CIP 12019)
Objective: The objective of this report is to provide the City Council with sufficient information to consider the adoption of Ordinance 24-5 amending Title 10 of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento.
Recommendation: Staff respectfully recommends that the City Council waive the second reading and read by title and number only, and adopt Ordinance 24-5, amending Title 10 (Vehicles and Traffic) of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento.
7. Capital Projects
CONSIDERATION OF ADOPTION OF RESOLUTION 24-26 REGARDING THE EMERGENCY
CONTRACT WITH RESTORATION MANAGEMENT COMPANY FOR EMERGENCY REPAIRS AT
THE FORMER FLAMINGO MOTEL
Objective: The objective of this report is to provide the City Council with sufficient information to adopt Resolution 24-26 regarding the Emergency Contract with Restoration Management Company for Emergency Repairs occurring at the former Flamingo Motel located at 920 West Capital Ave.
Recommendation: Staff respectfully recommends that the City Council: 1) Find that former Flamingo Motel Emergency Repairs project is exempt from CEQA analysis under CEQA Guidelines 15269 for emergency repairs to public or privately owned service facilities necessary to maintain service essential to the public health, safety, or welfare; and 2) Adopt, by a minimum four-fifths vote of the Council, Resolution 24-26 regarding the Emergency Contract with Restoration Management Company for the former Flamingo Motel Emergency Repairs.
8. Capital Projects
CONSIDERATION OF ADOPTION OF RESOLUTION 24-25 REGARDING THE EMERGENCY
CONTRACT WITH EAGLE RIDGE CONSTRUCTION FOR THE PUBLIC WORKS CORPORATION
YARD EMERGENCY ROOF REPAIR
Objective: The objective of this report is to provide the City Council with sufficient information to adopt Resolution 24-25 regarding the Emergency Contract with Eagle Ridge Construction for the Public Works Corporation Yard Roof Repair occurring at the City of West Sacramento Corporation Yard at 1991 South River Road.
Recommendation: Staff respectfully recommends that the City Council:1) Find that Public Works Corporation Emergency Roof Repair project is exempt from CEQA analysis under CEQA Guidelines 15269 for emergency repairs to public or privately owned service facilities necessary to maintain service essential to the public health, safety, or welfare; and 2) Adopt, by a minimum four-fifths 3 vote of the Council, Resolution 24-25 regarding the Emergency Contract with Eagle Ridge Construction for the Public Works Corporation Yard Emergency Roof Repair.
9. Community Development
CONSIDERATION OF RESOLUTION 24-5 TERMINATING THE DEVELOPMENT AGREEMENT WITH GOLD MOUNTAIN DISTRIBUTION AT 3939 WEST CAPITOL AVENUE SUITE C Objective: The objective of this report is to provide the Council with sufficient information to consider termination of the Development Agreement with Gold Mountain Distribution.
Recommendation: Staff respectfully recommends that the City Council: 1) Adopt Resolution 24-5 terminating the development agreement with Gold Mountain Distribution, LLC; and 2) Direct staff to pursue any necessary actions to ensure that this business no longer operates at the subject location.
10. Community Development
CONSIDERATION OF A MEMORANDUM OF UNDERSTANDING FOR ON-DEMAND TRANSIT
SERVICE AMONG THE CITY OF WEST SACRAMENTO, SACRAMENTO REGIONAL TRANSIT
DISTRICT AND YOLO COUNTY TRANSPORTATION DISTRICT
Objective: This report provides the City Council with background on the West Sacramento OnDemand Rideshare Program and the City of West Sacramento’s interest to expand service into Downtown Sacramento, and provides an opportunity for staff to receive direction from the City Council pertaining to the On-Demand Transit Service Memorandum of Understanding.
Recommendation: Staff respectfully recommends that the City Council: (1) Approve the attached Memorandum of Understanding with the Sacramento Regional Transit District and Yolo County Transportation District, and delegate authority to the City Manager to execute the Memorandum of Understanding; and (2) Recommend that the Sacramento Regional Transit District Board of Directors execute the Memorandum of Understanding at their April 8, 2024 meeting.
11. Finance
CONSIDERATION OF THE TREASURER’S QUARTERLY FINANCIAL REPORT ON THE CITY’S INVESTMENT PORTFOLIO FOR THE PERIOD ENDING DECEMBER 31, 2023 Objective: The purpose of this report is to provide the City Council with the treasurer’s quarterly report on the City’s investment portfolio for the quarter ending December 31, 2023 as outlined by the Government Code 53646(b) (1).
Recommendation: Staff respectfully recommends that the City Council receive and file the Treasurer’s Quarterly Financial Report on the City’s investment portfolio for the period ending December 31, 2023.
12. City Manager's Office
CONSIDERATION OF RATIFICATION OF STRATEGIC PLAN SUMMARY FOR 2024 4 Objective: The purpose of this report is to seek ratification of the City Council’s Strategic Plan Summary for 2024.
Recommendation: Staff respectfully recommends that the City Council review and ratify the attached Strategic Plan Summary 2024.
PUBLIC HEARINGS
13. Police
PUBLIC HEARING AND CONSIDERATION OF POLICE DEPARTMENT MILITARY EQUIPMENT USE ANNUAL REPORT AFFIRMING RENEWAL OF ORDINANCE 22-16
Objective: The purpose of this report is to comply with current AB 481 regulations, which require that law enforcement agencies obtain approval from the applicable governing body for the funding, acquisition, collaboration or other use of “military equipment” as defined by Section 7070(c).
Recommendation: Staff respectfully recommends the City Council: (1) Receive the Police Department military equipment use policy and annual report; (2) Open the public hearing and accept public comments concerning the report; and (3) Affirm renewal of Ordinance 22-16.
REGULAR AGENDA
14. Community Development
CONSIDERATION OF AWARD OF A PROFESSIONAL SERVICES CONTRACT TO HDR, INC.
TO PREPARE ALTERNATIVES ANALYSIS, ENVIRONMENTAL DOCUMENTATION,
ENGINEERING DESIGN, AND RELATED WORK FOR THE ENTERPRISE CORRIDOR AND BRIDGE CROSSING PROJECT, AND ADOPTION OF RESOLUTION 24-21 APPROVING RELATED BUDGET ADJUSTMENTS (CIP 11041)
Objective: The purpose of this report is to provide the City Council with sufficient information to approve the award of a professional services contract to advance the Enterprise Corridor and Bridge Crossing (“Enterprise Project”) forward through the required California Department of Transportation (“Caltrans”) Project Approval and Environmental Document (“PA&ED”), Plans, Specifications, and Estimates (“PS&E”), and Right-of-Way (“R/W”) project development phases.
Recommendation: Staff respectfully recommends that the City Council: (1) Award a contract for professional services with HDR, Inc. for the Project; (2) Authorize the City Manager to execute the professional services contract with HDR, Inc. in the amount of $3,494,402; (3) Authorize the City Manager, or their designee, to execute contract amendments up to a contingency limit of $2265,990; and (4) Approve Resolution 24-21 authorizing a project budget of $2,385,000 funded through a contribution from the Port of $1,350,000 and a contribution from Measure G funds of $1,335,000 which are proposed to be transferred from two existing projects.
15. Economic Development & Housing
5 PRESENTATION TO CONSIDER THE 2024 ANNUAL ACTION PLAN FOR THE COMMUNITY
DEVELOPMENT BLOCK GRANT PROGRAM
Objective: The objective of this report is to provide the Council with information necessary to provide comments on proposed activities for Community Development Block Grant (CDBG) funding for the 2024 Annual Action Plan.
Recommendation: Staff respectfully recommends that the Council provide direction on the proposed activities for the 2024 Annual Action Plan for the CDBG Program.
GENERAL ADMINISTRATION FUNCTION – PART II
16. 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 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
17. 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
6 F. Adjourn
I, Jennifer Cusmir, City Clerk, declare under penalty of perjury that the foregoing agenda for the March 20, 2024 regular and closed session meetings of the West Sacramento City Council, Redevelopment Successor Agency and Financing Authority was posted March 15, 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].
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: March 20, 2024 ITEM 2
SUBJECT:
PRESENTATION OF PROCLAMATION OF THE WEST SACRAMENTO CITY COUNCIL DECLARING MARCH 31, 2024 AS CESAR CHAVEZ DAY
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 purpose of this report and proclamation is to celebrate and honor the life and work of Cesar Chavez.
RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt the proclamation declaring March 31 as Cesar Chavez Day.
BACKGROUND
Cesar Chavez was born near Yuma, Arizona in 1927, and migrated to California with his family during the Great Depression. Early in life, he experienced the harsh realities of working in the fields, enduring poor conditions, racism, and exploitation. Motivated to address these injustices, Chavez became an organizer within the farmworker community, striving to improve their living and working conditions. In 1962, he co-founded the United Farm Workers (UFW) alongside Dolores Huerta. Chavez aimed to raise awareness that the produce on American dinner tables was harvested by human hands often denied basic rights. His efforts gained national attention, notably with the historic 1966 march from Delano to Sacramento and a successful grape boycott. Chavez's relentless advocacy contributed significantly to the passage of the 1975 California Agricultural Labor Relations Act, granting farmworkers the right to unionize and engage in collective bargaining.
ANALYSIS
Adopting this proclamation underscores the City's dedication to fostering an inclusive and prosperous future for all its residents. Recognizing Cesar Chavez's remarkable legacy of selflessness and determination serves as a reminder to West Sacramentans to continue uplifting one another, advocating against injustice, and striving for equity and prosperity for all.
Environmental Considerations
N/A
Commission Recommendation
N/A
Strategic Plan Integration
The adoption of this proclamation aligns with the City's strategic plan by honoring the contributions of all members of the West Sacramento community. It reaffirms the City's commitment to supporting diversity, equality, and the well-being of children and families, nurturing environments where they can learn, grow, and flourish.
Alternatives
N/A
Coordination and Review
N/A
Budget/Cost Impact
N/A
ATTACHMENT
Proclamation
8 PROCLAMATION OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO RECOGNIZING MARCH 31, 2024 AS CESAR CHAVEZ DAY
WHEREAS, Cesar Chavez devoted his life to championing the rights and dignity of farm workers, advocating tirelessly for fair wages, humane working conditions, and social justice; and WHEREAS, Cesar Chavez founded the National Farm Workers Association, which ultimately became the United Farm Workers of America (UFW), AFL-CIO, the first successful farm workers’ union in United States history. Under Chavez’s tireless leadership, the UFW was the first to win collective bargaining rights for farm workers; and WHEREAS, the UFW’s collective bargaining agreements significantly improved the quality of life for farm workers throughout the United States; and WHEAREAS, Cesar Chavez was a trailblazer in the fight for civil rights, organizing peaceful protests, boycotts, and marches to shed light on the struggles of farm workers and to demand equality and respect for all individuals, regardless of their background or status in society; and
WHEREAS, the City of West Sacramento recognizes the importance of commemorating the contributions of Cesar Chavez and acknowledges the significance of his efforts in advancing the cause of social justice and equality; and
WHEREAS, on Cesar Chavez’s birthday, March 31, individuals and organizations throughout this nation will celebrate his life and work by participating in community service projects.
NOW, THEREFORE, BE IT PROCLAIMED, that the City Council of the City of West Sacramento hereby recognize the 31st day of March as “Cesar Chavez Day” to reflect on and honor the life of this distinguished leader. We urge all residents of West Sacramento to observe this day as an occasion for reflecting on Cesar Chavez’ teachings and reaffirming our commitment to the relentless pursuit of justice, equality, and dignity for all.
PROCLAIMED this 20th day of March, 2024.
ATTEST:
Martha Guerrero, Mayor Jennifer Cusmir, City Clerk
9 CITY COUNCIL AGENDA REPORT
MEETING DATE: March 20, 2024 ITEM #3
SUBJECT:
PROCLAMATION OF THE WEST SACRAMENTO CITY COUNCIL
RECOGNIZING MARCH 2024 AS AMERICAN RED CROSS MONTH
INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[X] Council [ ] Staff
[ ] Other
Paul Hosley, Public Information Officer
City Manager’s Office
ATTACHMENT [ ] Yes [ ] No [ ] Information [ ] Direction [ ] Action
OBJECTIVE
The objective of this report is to formally support the American Red Cross and its local chapter for responding to emergencies and providing comfort to members of the West Sacramento community in need.
RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt a proclamation recognizing March 2024 as American Red Cross Month.
BACKGROUND
In times of crisis, people in West Sacramento come together to care for one another. This humanitarian spirit is part of the foundation of our community and is exemplified by American Red Cross volunteers and donors.
In 1881, Clara Barton founded the American Red Cross, turning her steadfast dedication for helping others into a bold mission of preventing and alleviating people’s suffering. Today, more than 140 years later, we honor the kindness and generosity of Red Cross volunteers here in West Sacramento and Yolo County who continue to carryout Clara’s lifesaving legacy. They join the millions of people across the United States who volunteer, give blood, donate financially or learn vital life-preserving skills through the Red Cross.
In West Sacramento, our local chapter of the American Red Cross has filled a critical need, hosting blood drives, providing emergency shelter for local families displaced by house fires and other emergencies, and training volunteers for emergency response.
ANALYSIS
Local volunteers for the local Red Cross selfishly donate their time and knowledge to shelter those displaced by fire, help organize blood drives, teach CPR and prepare our community for disasters. We salute the Red Cross for its lifesaving work responding to emergencies and providing comfort to our residents.
Environmental Considerations
N/A
Commission Recommendation
N/A
Strategic Plan Integration
N/A
Alternatives
N/A
Coordination and Review
N/A
Budget/Cost Impact
N/A
ATTACHMENT
Proclamation
10 PROCLAMATION OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO RECOGNIZING MARCH 2024 AS AMERICAN RED CROSS MONTH
WHEREAS, since the early 1900s, the American Red Cross has provided aid to local families in need and played a critical role in helping prevent, prepare for, and respond to emergencies; and
WHEREAS, today, kindhearted volunteers in our community and the throughout the Red Cross California Gold Country Region provide a beacon of hope for our neighbors in need; and WHEREAS, through their selfless contributions, make a lifesaving difference in people’s darkest hours — whether it’s delivering shelter, food and comfort during disasters; providing critical blood donations for hospital patients; supporting military families, veterans and caregivers through the unique challenges of service; saving lives with first aid, CPR and other skills; or delivering aid and reconnecting loved ones separated by global crises; and WHEREAS, in the past year, the local chapter of the American Red Cross has provided assistance to 32 fire victims in West Sacramento, Woodland, Davis, and Winters whose homes were destroyed or heavily damaged by flames and smoke; and WHEREAS, Red Cross Yolo volunteers provided disaster preparedness training to more than 386 individuals in our community during the past year; and WHEREAS, the Red Cross works with the West Sacramento Fire Department and Yolo's Fire Safe Council on disaster preparedness projects which include free, hands only CPR training; and
WHEREAS, local volunteers have also supported families in other ways, by distributing and installing hundreds of smoke detectors at residences in West Sacramento mobile home parks; and
WHEREAS, this lifesaving work is vital to strengthening our community.
NOW, THEREFORE, BE IT HEREBY PROCLAIMED by the West Sacramento City Council that March 2024 be designated as American Red Cross Month in the City of West Sacramento and that our residents be encouraged to reach out and support its humanitarian mission.
PROCLAIMED THIS 20th day of March 2023
ATTEST:
Martha Guerrero, Mayor Jennifer Cusmir, City Clerk
11 CITY COUNCIL AGENDA REPORT
MEETING DATE: March 20, 2024 ITEM # 4
SUBJECT:
PRESENTATION OF PROCLAMATION HONORING
THE LIFE AND ACHIEVEMENTS OF COUNCILMEMBER WILLIAM G. (BILL) KRISTOFF INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ ] Council [ X ] Staff
[ ] Other
Paul Hosley, Communications Officer
City Manager’s Office
ATTACHMENT [ X ] Yes [ ] No [ ] Information [ ] Direction [ X ] Action
OBJECTIVE
The objective of this item is to celebrate the life of Councilmember William G. (Bill) Kristoff and recognize his many contributions to the people of West Sacramento throughout his 30 years of dedicated service to the City and beyond.
RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt the attached proclamation recognizing the life of Councilmember William G. (Bill) Kristoff and his many contributions to the West Sacramento community.
BACKGROUND
West Sacramento native Bill Kristoff was elected to the City Council in 1986, soon after the City was incorporated.
Sworn in as part of the original City Council in January 1987, throughout his thirty years on the Council, Mr.
Kristoff served in various leadership capacities including Mayor and Mayor Pro Tern. Mr. Kristoff also served admirably as a member of the West Sacramento Area Flood Control Agency, among other committee assignments, devoting himself to improving the City’s water supply, flood protection, and fiscal discipline. Mr.
Kristoff retired from the City Council in 2016, leaving behind a lasting legacy of contributions to the community.
However, his service did not stop there as he continued to play an active role in West Sacramento’s volunteer and civic life.
ANALYSIS
Bill Kristoff helped shape the West Sacramento Community for 30 years. Mr. Kristoff will long be remembered as a voice of the people, never losing sight of the importance of listening to his constituents. Mr. Kristoff helped champion several significant City initiatives, including Sutter Health Park (then Raley Field), the IKEA shopping center, the George Kristoff Water Treatment plant, the new City Hall and Community Center, and the City's comprehensive flood protection strategy. Mr. Kristoff is widely appreciated for his no-nonsense approach to civic duty, and his example has set the standard for public service in West Sacramento.
On March 2, 2024, Mr. Kristoff sadly passed away, leaving behind family and friends who loved him dearly, as well as an incomparable legacy at City Hall. It is with heavy hearts our community grieves the passing of William G. "Bill" Kristoff.
Environmental Considerations
N/A
Commission Recommendation
N/A
Strategic Plan Integration
N/A
Alternatives
N/A
Coordination and Review
N/A
Budget/Cost Impact
N/A
ATTACHMENT
1. Proclamation Honoring the Life and Achievements of Councilmember William G. (Bill) Kristoff 12 PROCLAMATION
OF THE WEST SACRAMENTO CITY COUNCIL
HONORING THE LIFE AND ACHIEVEMENTS OF
COUNCILMEMBER BILL KRISTOFF
WHEREAS, William G. (Bill) Kristoff is a lifelong resident of West Sacramento, who earned a Bachelor's degree from Sacramento State University, following two years of service in the U.S. Army; and
WHEREAS, Bill worked for the Postal Service for 38 years, before retiring as postmaster in Bryte, where in that capacity he developed a keen sense of the community's aspirations and challenges; and
WHEREAS, Bill followed in his father's footsteps as a community leader beginning in January 1987 when he was sworn in as an original member of the City Council following the City's incorporation; and
WHEREAS, Bill served the City for the next 30 years in many capacities on the Council, including as Mayor from 1990-1991, 1996-1997, and 2001-2002 and Mayor Pro Tem from 1988-1990, 1995-1996, 2000-2001, 2007-2008, and 2010-2011; and WHEREAS, Bill sat on the West Sacramento Area Flood Control Agency Board (WSAFCA) and helped guide City flood protection initiatives, including the massive Southport Levee Protection Project; and
WHEREAS, Bill emphasized fiscal responsibility, and always made sure the City made financially sound decisions; and,
WHEREAS, Bill was known to read every word of every agenda item, and was always prepared with pertinent questions, while never being accused of grandstanding; and WHEREAS, Bill was always respectful of public speakers, and ran a good meeting; and WHEREAS, Bill enjoyed engaging with residents outside of City Hall, and was known as a voice for the people; and
WHEREAS, Bill helped usher in a culture of change and growth for the City, and was instrumental in the development of many landmark projects, including Sutter Health Park (then Raley Field), the new City Hall, IKEA, the George Kristoff Water Treatment Plant, and the City's comprehensive flood protection strategy, among others; and WHEREAS, Bill retired from the City Council on November 16, 2016, after a variety of accomplishments andsuccessesthat improved the quality of life for countless West Sacramento residents and laid the groundwork for years of additional improvements to come; and WHEREAS, Bill sadly passed away on March 2, 2024, leaving behind family and friends who loved him dearly, heavy hearts at City Hall, and an incredible legacy of service to the community he called home for all his life.
NOW, THEREFORE, BE IT PROCLAIMED that the City Council of the City of West Sacramento honors the life of Bill Kristoff and his legacy of enormous contributions to the City of West Sacramento.
PROCLAIMED this 20th day of March 2024.
ATTEST:
Martha Guerrero, Mayor Jennifer Cusmir, City Clerk
13 CITY COUNCIL AGENDA REPORT
MEETING DATE: March 20, 2024 ITEM #5
CONSIDERATION OF ADOPTION OF RESOLUTION 24-11 AMENDING THE CAPITAL
IMPROVEMENT PROGRAM BUDGET AND APPROVAL OF A CONSTRUCTION CONTRACT WITH ACCO ENGINEERED SYSTEMS, INC. FOR CONSTRUCTION SERVICES FOR THE CITY HALL HVAC REPLACEMENT PROJECT (CIP 54026) 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 24-11 amending the Capital Improvement Program budget and to approve a construction contract with ACCO Engineered Systems, Inc. for the City Hall HVAC Replacement Project (CIP 54026).
RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Find that approval of a construction contract with ACCO Engineered Systems, Inc. is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301(d) for existing facilities;
2) Adopt Resolution 24-11 amending the Capital Improvement Program budget; 3) Approve the Project Plans and Specifications for the City Hall HVAC Replacement Project (CIP 54026); 4) Award a construction contract to the lowest responsive, responsible bidder, ACCO Engineered Systems, Inc.;
5) Authorize the City Manager, or his designee, to execute a construction contract with ACCO Engineered Systems, Inc. for an amount not to exceed $4,398,789.00; 6) Authorize the City Manager, or his designee to execute non-substantive changes or modifications, amendments, change orders, agreements, and/or purchases up to 10% of the value of the construction contract ($439,879), with approval from the City Attorney and Finance Department; and 7) Authorize the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.
BACKGROUND
City Hall is approximately 60,000 square feet and is equipped with five (5) large air handling, cooling, and heating units. Four (4) of the main units are dual fan deck, gas heat, compressor cooled units and the remaining unit is a gas heat and compressor cooled package unit. All five (5) units provide comfort and safe air to all the occupants of City Hall. All five (5) units service all three (3) floors of the City Hall and interact with each other on each floor.
The condition of the units has deteriorated drastically over their lifespan and the metal components have deteriorated quickly. All units display signs of age resulting in holes due to rust and weathering. Copper components of the units are highly corroded and are at risk of failure which would cause release of refrigerant.
The electronic controls of these units are proprietary and not serviceable by City Facilities staff.
On June 2, 2022, Facilities staff responded to City Hall for routine maintenance and inspection of the roofmounted heating, ventilation, and air conditioning (HVAC) units. Upon inspection, it was discovered that one of the units had experienced a catastrophic failure. The failed unit’s primary responsibility was to circulate air to the north and central areas of all three (3) floors in City Hall. Immediately thereafter, a second HVAC unit experienced catastrophic failure, drastically affecting the cooling capability among all three (3) floors of City Hall.
Facilities staff decided the placement of emergency rental units was the quickest, most efficient solution to allow a continuation of air and cooling services within City Hall. City Hall is currently operating on a long-term rental agreement for units of the necessary size as an interim solution until all existing HVAC units and the building management system (BMS) are removed and replaced with updated and properly sized units to meet the current and future needs of City Hall. These rental units are currently in the City Hall parking lot near the west entrance to City Hall.
On November 16, 2022, the City awarded a professional services contract to Kitchell CEM, Inc. to provide Consulting Services for the design and replacement of the existing HVAC system at City Hall. 14 CITY HALL HVAC REPLACEMENT PROJECT (CIP 54026)
March 20, 2024
ANALYSIS
The Capital Projects Department conducted a competitive bid to select a contractor for the City Hall HVAC Replacement Project. On November 17, 2023, 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 December 21, 2023, and five (5) firms submitted bids. On January 17, 2024, the City Council rejected all bids due to various discrepancies. On January 19, 2024, a rebid was advertised in the local paper, routed to the Chamber of Commerce, and posted on the City’s website. Bids were due February 2, 2024, and five (5) firms submitted bids.
The bid results are as follows:
Rank Contractor Base Bid Amount
1 ACCO Engineered Systems, Inc. $ 4,398,789.00
2 Intech Mechanical Company LLC $ 4,418,000.00
3 B&M Builders, Inc. $ 4,480,000.00
4 Hometown Construction, Inc. $ 4,571,000.00
5 Mesa Energy Systems $ 4,598,985.00
After examining the Contractors’ licenses, work experience, qualifications and bids submitted in each of the completed bid packages, staff determined that ACCO Engineered Systems, Inc. is the lowest responsive and responsible bidder, with a total bid of $4,398,789.00. On this basis, staff recommends awarding the Construction Contract to ACCO Engineered Systems, Inc.
Environmental Considerations
The City Hall HVAC Replacement 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.
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 the current HVAC units have failed and City Hall is currently operating on emergency rental units costing the City approximately $19,000/month.
Coordination and Review
This report was prepared by the Capital Projects Department and has been coordinated with and reviewed by the Public Works Operations and Maintenance Department and the Finance Department.
Budget/Cost Impact
The City Hall HVAC Replacement project (CIP 54026) is included in the City’s current Capital Improvement Program (CIP) and has a total appropriation of $3.5 million of General Facilities, General Rehab/Replacement, and American Rescue Plan (ARP) funds. Additional funds are requested for this CIP project to fully fund the replacement of the HVAC system at City Hall. Table 1 provides the current and future project expenses. The additional appropriation needed is proposed to be funded with one-time General Fund balance, as 15 CITY HALL HVAC REPLACEMENT PROJECT (CIP 54026)
March 20, 2024
communicated to Council as part of the midyear budget. Approximately $1.5 million was set aside for this project in anticipation of the additional funding need.
As part of the year-end reconciliation of the general ledger (the books), a balance was identified in the debt service fund after the payoff of Fire Station #45 last year. The remaining balance of approximately $967,000 will be transferred to the one-time General Fund since the funding originated from the General Fund and was not needed for debt service obligations. This additional funding will more than cover the difference in amount needed from the amount set aside for this purpose and will leave a remaining balance in the one-time General Fund of approximately $2.0 million at the end of FY 2024/25.
Table 1: Current and future project expenses.
Current Remaining Budget (Approximate) $3,130,000.00
Construction Phase
ACCO Engineered Systems, Inc. $4,398,789.00
Construction Contingency (10%) $439,879.00
Construction + Contingency $4,838,668.00
Staff Time/ICAP $150,000.00
Total Construction Costs $4,988,668.00
Additional Funding Needed $1,858,668.00
Table 2: Project funding sources and need.
Funding Sources
Fund 107-9910 – One Time General Fund $1,858,668.00
ATTACHMENTS
1. Notice of Exemption (NOE)
2. Resolution 24-11
3. ACCO Engineered Systems, Inc. Construction Contract
16 Notice of Exemption Appendix E
Revised 2011
To: Office of Planning and Research
P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
County Clerk
County of: __________________
___________________________
___________________________
From: (Public Agency): ____________________________
_______________________________________________
_______________________________________________
(Address)
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));
Categorical Exemption. State type and section number: ____________________________________ Statutory Exemptions. State code number: ______________________________________________ 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? ҏ Yes
No
Signature: ____________________________ Date: ______________ Title: _______________________
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.
City of West Sacramento
1110 West Capital Ave
West Sacramento, CA 95691
Yolo
625 Court Street
Woodland, CA 95695
City Hall HVAC Replacement Project
City of West Sacramento
West Sacramento Yolo
City of West Sacramento
Jamie Teske
15301 (d)
Jamie Teske 916-617-4591
3/6/2024 Senior Project Manager
Replacement of all 4 existing HVAC units and the Building Management System (BMS) at City Hall. The existing units experienced catastrophic failure in the summer of 2022 and City Hall is currently utilizing emergency rental units.
This project qualifies for categorical exemption to CEQA Guidelines § 15301(d) (Existing Facilities) and 15309 Inspections. Under Section 15301 Class 1, operations such as repair, maintenance, or minor alteration of existing public structures, facilities, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination are considered exempt from CEQA.
City of West Sacramento - City Hall
Jamie Teske
Attachment 1
17 Attachment 2
RESOLUTION 24-11
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO
APPROVING A CAPITAL IMPROVEMENT PROGRAM (CIP) BUDGET AMENDMENT OF $1,858,668 TO FULLY FUND THE CITY HALL HVAC REPLACEMENT PROJECT (CIP 54026) FOR FISCAL YEAR 2023/24
WHEREAS, the City Council adopted the biennial Capital Improvement Program (CIP) budget for Fiscal Years 2022/23 and 2023/2024 on June 28, 2023; and WHEREAS, CIP- 54026 – City Hall HVAC Replacement Project was established, and appropriations of $3,500,000 from the General Facilities Fund, General Rehab/Replacement Fund and American Rescue Plan Act Fund were approved to fund the project; and WHEREAS, on January 19, 2024, the Capital Projects Department conducted a competitive bid to select a contractor for the City Hall HVAC Replacement Project and staff determined that ACCO Engineered Systems, Inc. is the lowest-cost, responsive, qualified bidder, with a total bid of $4,398,789; and
WHEREAS, remaining funds available in the project total approximately $3,130,000 and is not a sufficient amount to fund the total contract cost, including 10% contingency, and staff time/ICAP of $4,988,668; and
WHEREAS, additional funding of $1,858,668 is needed to fully fund the construction phase of the City Hall HVAC Replacement Project; and
WHEREAS, staff is proposing to fund this balance with One-Time General Fund (107), leaving approximately $2.0 in available one-time General Fund balance at the end of FY 2024/25; 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
$1,858,668 400-9900-4990/400-54026-4990 Transfer into project $1,858,668 107-0000-3110 Gen One-Time Fund
$1,858,668 TOTAL SOURCES
USES
$1,858,668 107-9910-5950 Transfer from One-Time GF
$1,858,668 400-9900-5530/400-54026-5800 City Hall HVAC Project $1,858,668 TOTAL USES
*Note: Interfund transfers not included in total to avoid duplication of total costs. 18 Resolution 24-11
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.
PASSED AND ADOPTED by the West Sacramento City Council this 20th day of March 2024, by the following vote:
AYES:
NOES:
ABSENT:
Martha Guerrero, Mayor
ATTEST:
Jennifer Cusmir, City Clerk
19 CITY OF WEST SACRAMENTO
CAPITAL PROJECTS
DEPARTMENT
YOLO COUNTY, CALIFORNIA
CONTRACT
CITY HALL HVAC REPLACEMENT PROJECT
CIP #54026
Sealed proposals will be received and submitted electronically through the City’s OpenGov eProcurement system at https://procurement.opengov.com/portal/cityofwestsacramento until 3:00 p.m. local time on Friday, February 2, 2024.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
Attachment 3
20 These specifications were prepared by or under the direction and responsible charge of the following persons:
Jamie Teske, Sr. Project Manager
Jamie Teske
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
21 CONSTRUCTION CONTRACT
THIS CONTRACT made on March 20th, 2024 by and between the City of West Sacramento (“City”), and ACCO Engineered Systems, 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 CITY HALL HVAC REPLACEMENT 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 four million, three hundred ninety-eight thousand, seven hundred eighty nine dollars ($4,398,789.00) for the Project subject to additions and deductions as provided in the Contract Documents.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
1 22
4. COMPLETION DATE:
The Project shall be commenced on the date specified in the Notice to Proceed. The total project will be completed within Three Hundred (300) 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 Department
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 ACCO Engineered Systems, Inc
Carlton Seyforth
10590 Armstrong Ave
Mather, CA 95655
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
23 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 Carlton Seyforth, ACCO Engineered Systems
Date Aaron Laurel, City Manager
City of West Sacramento
Approved as to form:
Jeffrey Mitchell, City Attorney
Attest:
Jennifer Cusmir, City Clerk
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
24 Line Item Description
Unit of
Measure Unit Cost
1 DEMOLITION LS $99,880.00
2 MOBILIZATION LS $52,930.00
3.1 HVAC LS $2,856,389.00
3.2 BMS / CONTROLS LS $448,500.00
3.3 TEST AND BALANCE / DUCT LS $50,640.00
3.4 ARCHITECTURAL / STRUCTUAL LS $390,500.00
3.5 ELECTRICAL LS $442,750.00
4 COMMISSIONING LS $57,200.00
TOTAL $4,398,789.00
COMMISSIONING
NEW WORK
MOB
DEMO
Bid Proposal
25 Bid Documents
Page | 3-16
BID PROPOSAL
Proposal to: Director of Capital Projects Department
City of West Sacramento
1110 West Capitol Avenue, 1st Floor
West Sacramento, CA 95691
The undersigned Bidder hereby proposes to furnish and deliver all necessary labor, tools, equipment, and other means of construction to perform the work required for the completion of the project entitled “CITY HALL HVAC REPLACEMENT PROJECT” in accordance with the intent of all plans, specifications, and Addenda issued by the City of West Sacramento prior to the opening of the Bid proposals.
Bidder has read the accompanying instructions to Bidders, has carefully examined the location(s) of the proposed work, and has examined all Contract Documents, drawings and Addenda issued by the City and will contract with the City to construct the project, complete and in satisfactory condition.
The Bidder further agrees to complete all work required under the Contract within Three Hundred (300) days from the date designated in the Notice to Proceed, and to accept in full payment therefore the price indicated on the Bid Schedule.
The Bidder acknowledges that it understands that a waiting period from time of Bid opening until award may be sixty (60) days during which time Bidder may not withdraw its bid. The Bidder further acknowledges that it has adjusted its Bid price to include all possible items which may influence the proposal during the waiting period. Requests for Bid price change due to the delay shall not be agreed to by the City.
Company Name:
Bidder’s Name (Printed):
Bidder’s Title:
Bidder’s Signature:
Date:
Address:
Phone Number:
Contractor’s License Number:
Classification:
Expiration Date:
Public Works Contractor
Registration Number:
ACCO Engineered Systems, Inc.
Richard Ferreira
Vice President - Facility Service Group
CORPORATE: 888 E. Walnut Street, Pasadena, CA 91101
415-610-9096
120696
A, B, C-4, C10, C16, C20, C36, C38, C42
12/31/2025
1000000546
LOCAL: 10590 Armstrong Avenue, Mather, CA 95655
26 Exhibit 12-B Bidder’s List of Subcontractor (DBE and Non-DBE) Part 1 As of March 1, 2015 Contractors (and sub-contractors) wishing to bid on public works contracts shall be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at: https://www.dir.ca.gov/Public-Works/Contractor- Registration.html In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code of the State of California, as amended, the following information is required for each sub-contractor who will perform work amounting to more than one half of one percent (0.5%) of the Total Base Bid or $10,000 (whichever is greater). Photocopy this form for additional firms. Federal Project Number: ______________________ Subcontractor Name and Location Line Item & Description Subcontract Amount Percentage of Bid Item Sub- contracted Contractor License Number DBE (Y/N) DBE Cert Number Annual Gross Receipts DIR Reg Number Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Distribution: 1) Original-Local Agency File 2) Copy-DLAE w/ Award Package Prime Electric 3.5 Electrical Automated Electric 3.2 BMS/Controls Protege Commercial Builders, Inc. 3.4 Architectural/Structural Maxim Crane Works 1.0 Demo 2.0 Mobilization Advanced Roof Design, Inc. PCI 3.1 HVAC - Insulation N/A N N/A Pleasant Grove, CA North Highlands, CA 474795 1000004922 San Jose, CA $448,500 10.2% N N/A Rancho Cordova, CA 1000004291 1078963 981065 $442,750 10% $111,902 2.5% 866476 1000045399 N N/A $90,283 2% 860395 1000009236 Orangevale, CA $86,200 2% N N/A PW-LR-1000871808 N N/A $34,767 0.8% N N/A Sacramento, CA 672328 3.4 Architectural/Structural Roofing 1000000273 X 22 16
x 21
X
X 14 58
x 30
x 27
Exhibit 12-B Bidder’s List of Subcontractor (DBE and Non-DBE) Part 1 As of March 1, 2015 Contractors (and sub-contractors) wishing to bid on public works contracts shall be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at: https://www.dir.ca.gov/Public-Works/Contractor- Registration.html In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code of the State of California, as amended, the following information is required for each sub-contractor who will perform work amounting to more than one half of one percent (0.5%) of the Total Base Bid or $10,000 (whichever is greater). Photocopy this form for additional firms. Federal Project Number: ______________________ Subcontractor Name and Location Line Item & Description Subcontract Amount Percentage of Bid Item Sub- contracted Contractor License Number DBE (Y/N) DBE Cert Number Annual Gross Receipts DIR Reg Number Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Name: City, State: <$1 million <$5 million <$10 million <$15 million Age of Firm: ___ yrs. Distribution: 1) Original-Local Agency File 2) Copy-DLAE w/ Award Package N/A NABCO Fremont, CA 3.3 Test & Balance $49,491 1% N N/A 348633 1000005563 x 56 28
Bid Documents
Page | 3-12
BIDDER’S CHECKLIST
All items on the Bidder’s Checklist must be initialed, dated and submitted for the Proposal to be considered complete. The City of West Sacramento reserves the right to award a Contract in a manner and on the basis which will best serve the City, taking into consideration the information in the statement of Bidder’s qualifications and past work history with the City.
The Bidder’s attention is especially called to the following forms which must be executed in full as required:
1. a) BID PROPOSAL
To be filled in and signed by the Bidder.
Initial: Date:
b) BID SCHEDULE
The unit prices Bid must be shown in the space provided. The total Bid price must be shown in the space provided.
Initial: Date:
2. BID SECURITY
The Bid bond is to be executed by the Bidder and the surety company unless Bid is accompanied by cash or certified check. The amount of this Bid bond shall be not less than ten percent (10%) of the total amount Bid and may be shown in dollars or on a percentage basis.
Initial: Date:
3. NON-COLLUSION DECLARATION
A Non-Collusion Declaration must be filled out, signed, and submitted with the Bid proposal for the Bid documents to be considered complete.
Initial: Date:
4. EXPERIENCE QUALIFICATIONS
A statement of the Bidder’s Experience & Qualifications must be filled out, signed, and submitted with the Bid proposal for the Bid documents to be considered complete.
Initial: Date:
5. EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
An Equal Employment Opportunity Certification must be filled out and submitted with the Bid proposal for the Bid documents to be considered complete.
Initial: Date:
6. DEBARMENT AND SUSPENSION CERTIFICATION
A Debarment and Suspension Certification must be filled out if exceptions and submitted with the Bid proposal for the Bid documents to be considered complete.
Initial: Date:
29 Bid Documents
Page | 3-13
7. DISCLOSURE OF LOBBYING ACTIVITIES
A Disclosure of Lobbying Activities must be filled out and submitted with the Bid proposal for the Bid documents to be considered complete.
Initial: Date:
8. EXHIBIT 15-G CONSTRUCTION CONTRACT DBE COMMITMENT
Exhibit 15-G Construction Contract DBE Commitment must be filled out and submitted with the Bid proposal for the Bid documents to be considered complete.
Initial: Date:
9. EXHIBIT 15-H DBE INFORMATION GOOD FAITH EFFORTS
Exhibit 15-H DBE Information Good Faith Efforts must be filled out and submitted with the Bid proposal for the Bid documents to be considered complete.
Initial: Date:
10. EXHIBIT 12-B BIDDER’S LIST OF SUBCONTRACTOR (DBE AND NON-DBE) PART 1&2 Exhibit 12-B Bidder’s List of Subcontractor (DBE and Non-DBE) Part 1 & 2 must be filled out and submitted with the Bid proposal for the Bid documents to be considered complete.
Initial: Date:
11. INSURANCE
The insurance requirements, Section 5.24 of the General Conditions, for this project have been read and understood.
Initial: Date:
12. SITE VISIT
The Bidder certifies that it has toured the project site and is familiar with the work involved.
Initial: Date:
13. PERFORMANCE AND PAYMENT BONDS (IN PART 2)
The Bidder understands that a performance bond issued by an approved surety equaling one hundred percent (100%) of the Contract amount will be required. A payment bond equaling one hundred percent (100%) of the Contract amount will also be required.
Initial: Date:
14. WORK SCHEDULE
The City makes no guarantee as to the method of work chosen by the Bidder. It is the Bidder’s responsibility to plan and schedule the work in order to complete the work in the time specified in the Special Provisions.
Initial: Date:
15. ADDENDA
The Bidder acknowledges that it must sign and attach any applicable Addenda to the Bid proposal. 30 Bid Documents
Page | 3-14
Initial: Date:
16. CONTRACTOR’S CERTIFICATE REGARDING WORKERS COMPENSATION (IN PART 2) The Bidder acknowledgment that Worker’s Compensation Insurance will be required for this project.
Initial: Date:
31 Bid Documents
Page | 3-24
NON-COLLUSION DECLARATION
STATE OF CALIFORNIA )
)
COUNTY OF YOLO )
The undersigned declares:
I am the ____________ of ________________, the party making the foregoing bid.
The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The Bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid price, or of that of any other Bidder. All statements contained in the Bid are true. The Bidder has not, directly or indirectly, submitted its Bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, Bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that it has full power to execute, and does execute, this declaration on behalf of the Bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ________________[date], at______________________[city], _______________________[state].
Bidder’s Name (Printed):
Bidder’s Signature:
(Same Signature as on Proposal)
Bidder’s Title:
Vice President -
Facility Service Group ACCO Engineered Systems, Inc.
02/07/2024
Mather
Richard Ferreira
Vice President - Facility Service Group
California
32 Bid Documents
Page | 3-28
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder_________________________________________________________________, proposed subcontractor _______________________________________________, hereby certifies that he has ___ , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.
Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally, only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
ACCO Engineered Systems, Inc.
X
Prime Electric, Automated Electric, Protege Builders, Maxim Crane Works, Advanced Roof Design, Inc., PCI, NABCO 33 DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.
Notes:Providing false information may result in criminal prosecution or administrative sanctions.
The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
34 NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS
The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
(l) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
35 INSTRUCTIONS FOR COMPLETION OF SF-LLL,
DISCLOSURE OF LOBBYING ACTIVITIES
This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352.
The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.
1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action.
2. Identify the status of the covered Federal action.
3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action.
4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District if known.
Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier.
Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.
5. If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.
6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.
7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments.
8. Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."
9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5.
10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action. (b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a).
Enter Last Name, First Name and Middle Initial (Ml).
11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.
12. Check the appropriate box. Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.
13. Check the appropriate box. Check all boxes that apply. If other, specify nature.
14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted.
15. Check whether or not a continuation sheet(s) is attached.
16. The certifying official shall sign and date the form, print his/her name title and telephone number.
Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
36 information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
37 DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352
1. Type of Federal
Action:
2. Status of Federal
Action:
3. Report Type:
a. contract
a. bid/offer/application
a. initial
b. grant b. initial award b. material change
c. cooperative agreement c. post-award
d. loan For Material Change Only:
e. loan guarantee year ___ quarter _______
f. loan insurance date of last report ________
4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime:
Prime Subawardee
Tier ______, if known
Congressional District, if known Congressional District, if known
6. Federal Department/Agency: 7. Federal Program Name/Description:
CFDA Number, if applicable ________________
8. Federal Action Number, if known: 9. Award Amount, if known:
10. a. Name and Address of Lobby Entity b. Individuals Performing Services (including (If individual, last name, first name, MI) address if different from No. 10a) (last name, first name, MI)
(attach Continuation Sheet(s) if necessary)
11. Amount of Payment (check all that apply) 13. Type of Payment (check all that apply) $____________ actual planned a. retainer
b. one-time fee
12. Form of Payment (check all that apply): c. commission a. cash d. contingent fee
b. in-kind; specify: nature __________ e deferred
value___________ f. other, specify _____________________
14. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11:
(attach Continuation Sheet(s) if necessary)
15. Continuation Sheet(s) attached: Yes No
16. Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure of
lobbying reliance was placed by the tier above when
his transaction was made or entered into. This
disclosure is required pursuant to 31 U.S.C. 1352.
This information will be reported to Congress
semiannually and will be available for public
inspection. Any person who fails to file the required
disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each
such failure.
Signature: ___________________________________
Print Name:__________________________________
Title: _______________________________________
Telephone No.: _________________ Date: _________
Authorized for Local Reproduction
Federal Use Only: Standard Form - LLL
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
38 Contract Documents
Page | 4-11
CONTRACTOR’S CERTIFICATE REGARDING WORKER’S COMPENSATION TO: Director of Capital Projects Department
City of West Sacramento
1110 West Capitol Avenue, 1st Floor
West Sacramento, CA 95691
I am aware of the provisions of Section 3700 of the Labor Code of the State of California which require every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. (Contractor)
By
(Business Address)
(Place of Residence)
ACCO Engineered Systems, Inc.
888 E. Walnut Street, Pasadena, CA 91101
10590 Armstrong Avenue, Mather, CA 95655
Richard Ferreira, Vice President Facility Service Group 39 PART 2 FEDERAL-AID CONTRACT
REQUIREMENTS
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
40 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
41 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
42 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
43 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
44 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
45 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
46 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
47 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
48 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
49 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
50 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
51 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
52 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
53 12. FEMALE AND MINORITY GOALS
To comply with Section II, "Nondiscrimination," of "Required Contract Provisions Federal-Aid Construction Contracts," the following are for female and minority utilization goals for Federal-aid construction contracts and subcontracts that exceed $10,000:
The nationwide goal for female utilization is 6.9 percent.
The goals for minority utilization [45 Fed Reg 65984 (10/3/1980)] are as follows:
Economic
Area
Goal
(Percent)
174 Redding CA:
Non-SMSA (Standard Metropolitan Statistical Area) Counties:
CA Lassen; CA Modoc; CA Plumas; CA Shasta; CA Siskiyou; CA Tehama
6.8 175
Eureka, CA
Non-SMSA Counties:
CA Del Norte; CA Humboldt; CA Trinity
6.6 San Francisco-Oakland-San Jose, CA:
28.9 25.6
19.6 14.9
9.1 17.1
23.2 SMSA Counties:
7120 Salinas-Seaside-Monterey, CA
CA Monterey
7360 San Francisco-Oakland
CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo 7400 San Jose, CA
176 CA Santa Clara, CA
7485 Santa Cruz, CA
CA Santa Cruz
7500 Santa Rosa
CA Sonoma
8720 Vallejo-Fairfield-Napa, CA
CA Napa; CA Solano
Non-SMSA Counties:
CA Lake; CA Mendocino; CA San Benito
177
Sacramento, CA:
SMSA Counties:
6920 Sacramento, CA
CA Placer; CA Sacramento; CA
Yolo Non-SMSA Counties
CA Butte; CA Colusa; CA El Dorado; CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA Yuba
16.1 14.3
Stockton-Modesto, CA:
SMSA Counties:
5170 Modesto, CA 12.3
178 CA Stanislaus
8120 Stockton, CA 24.3
CA San Joaquin
Non-SMSA Counties 19.8
CA Alpine; CA Amador; CA Calaveras; CA Mariposa; CA Merced; CA Tuolumne Fresno-Bakersfield, CA
SMSA Counties:
179 0680 Bakersfield, CA 19.1
CA Kern
2840 Fresno, CA 26.1
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
54 CA Fresno
Non-SMSA Counties:
CA Kings; CA Madera; CA Tulare
23.6 Los Angeles, CA:
11.9 28.3
21.5 19.0
19.7 24.6
SMSA Counties:
0360 Anaheim-Santa Ana-Garden Grove, CA
CA Orange
4480 Los Angeles-Long Beach, CA
CA Los Angeles
180 6000 Oxnard-Simi Valley-Ventura, CA
CA Ventura
6780 Riverside-San Bernardino-Ontario, CA
CA Riverside; CA San Bernardino
7480 Santa Barbara-Santa Maria-Lompoc, CA
CA Santa Barbara
Non-SMSA Counties
CA Inyo; CA Mono; CA San Luis Obispo
San Diego, CA:
16.9 18.2
SMSA Counties
181 7320 San Diego, CA
CA San Diego
Non-SMSA Counties
CA Imperial
For the last full week of July during which work is performed under the contract, the prime contractor and each non material-supplier subcontractor with a subcontract of $10,000 or more must complete Form FHWA PR-1391 (Appendix C to 23 CFR 230). Submit the forms by August 15.
13. TITLE VI ASSURANCES
During the performance of this Agreement, the contractor, for itself, its assignees and successors in interest (hereinafter collectively referred to as CONTRACTOR) agrees as follows:
a. Compliance with Regulations: CONTRACTOR shall comply with the regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the REGULATIONS), which are herein incorporated by reference and made a part of this agreement.
b. Nondiscrimination: CONTRACTOR, with regard to the work performed by it during the AGREEMENT, shall not discriminate on the grounds of race, color, sex, national origin, religion, age, or disability in the selection and retention of sub-applicants, including procurements of materials and leases of equipment. CONTRACTOR shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the agreement covers a program set forth in Appendix B of the Regulations.
c. Solicitations for Sub-agreements, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by CONTRACTOR for work to be performed under a Sub-agreement, including procurements of materials or leases of equipment, each potential sub-applicant or supplier shall be notified by CONTRACTOR of the CONTRACTOR’S obligations under this Agreement and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. d. Information and Reports: CONTRACTOR shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the California Department of Transportation or FHWA to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of CONTRACTOR is in the exclusive possession of another who fails or refuses to furnish this information, ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
55 CONTRACTOR shall so certify to the California Department of Transportation or the FHWA as appropriate, and shall set forth what efforts CONTRACTOR has made to obtain the information.
e. Sanctions for Noncompliance: In the event of CONTRACTOR’s noncompliance with the nondiscrimination provisions of this agreement, the California Department of Transportation shall impose such agreement sanctions as it or the FHWA may determine to be appropriate, including, but not limited to:
i. withholding of payments to CONTRACTOR under the Agreement within a reasonable period of time, not to exceed 90 days; and/or
ii. cancellation, termination or suspension of the Agreement, in whole or in part. f. Incorporation of Provisions: CONTRACTOR shall include the provisions of paragraphs (1) through (6)in every sub-agreement, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto.
CONTRACTOR shall take such action with respect to any sub-agreement or procurement as the California Department of Transportation or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance, provided, however, that, in the event CONTRACTOR becomes involved in, or is threatened with, litigation with a sub-applicant or supplier as a result of such direction, CONTRACTOR may request the California Department of Transportation enter into such litigation to protect the interests of the State, and, in addition, CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United States.
14. USE OF UNITED STATES-FLAG VESSELS (CARGO PREFERENCE ACT) The CONTRACTOR agrees1. To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carries, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to this contract, to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels.
2. To Furnish within 20 days following the date of loading for shipments originating within the United State or within 30 working days following the date of loading for shipments originating outside the United States, a legible copy of a rated “on-board” commercial ocean bill-oflading in English for each shipment of cargo described in paragraph (1) of this section to both the Contracting Officer (through the prime contractor in the case of subcontractor billsof-lading) and to the Division of National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590.
3. To insert the substance of the provisions of this clause in all subcontracts issued pursuant to this contract.
15. FEDERAL TRAINEE PROGRAM
For the Federal training program, the number of trainees or apprentices is five (5).
This section applies if a number of trainees or apprentices is specified in the special provisions.
As part of the prime contractor’s equal opportunity affirmative action program, provide on-the-job training to develop full journeymen in the types of trades or job classifications involved.
The prime contractor has primary responsibility for meeting this training requirement.
If the prime contractor subcontracts a contract part, they shall determine how many trainees or apprentices are to be trained by the subcontractor. Include these training requirements in each subcontract.
Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year of apprenticeship or training.
Distribute the number of apprentices or trainees among the work classifications on the basis of the prime contractor’s needs and the availability of journeymen in the various classifications within a reasonable recruitment area.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
56 Before starting work, the prime contractor shall submit to the City/County of West Sacramento:
1. Number of apprentices or trainees to be trained for each classification
2. Training program to be used
3. Training starting date for each classification
The prime contractor shall obtain the City/County of West Sacramento approval for this submitted information before the prime contractor starts work. The City/County of West Sacramento credits the prime contractor for each apprentice or trainee the prime contractor employs on the job who is currently enrolled or becomes enrolled in an approved program.
The primary objective of this section is to train and upgrade minorities and women toward journeyman status. The prime contractor shall make every effort to enroll minority and women apprentices or trainees, such as conducting systematic and direct recruitment through public and private sources likely to yield minority and women apprentices or trainees, to the extent they are available within a reasonable recruitment area and show that they have made the efforts. In making these efforts, the prime contractor shall not discriminate against any applicant for training.
The prime contractor shall not employ as an apprentice or trainee an employee:
1. In any classification in which the employee has successfully completed a training course leading to journeyman status or in which the employee has been employed as a journeyman
2. Who is not registered in a program approved by the US Department of Labor, Bureau of Apprenticeship and Training
The prime contractor shall ask the employee if the employee has successfully completed a training course leading to journeyman status or has been employed as a journeyman. The prime contractor’s records must show the employee's answers to the questions.
In the training program, the prime contractor shall establish the minimum length and training type for each classification. The City/County of West Sacramento and FHWA approves a program if one of the following is met:
1. It is calculated to:
• Meet the your equal employment opportunity responsibilities • Qualify the average apprentice or trainee for journeyman status in the classification involved by the end of the training period
2. It is registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, and it is administered in a way consistent with the equal employment responsibilities of Federal-aid highway construction contracts
The prime contractor shall obtain the State's approval for their training program before they start work involving the classification covered by the program.
The prime contractor shall provide training in the construction crafts, not in clerk-typist or secretarialtype positions. Training is allowed in lower level management positions such as office engineers, estimators, and timekeepers if the training is oriented toward construction applications. Training is allowed in the laborer classification if significant and meaningful training is provided and approved by the division office. Off-site training is allowed if the training is an integral part of an approved training program and does not make up a significant part of the overall training.
The City/County of West Sacramento reimburses the prime contractor 80 cents per hour of training given an employee on this contract under an approved training program:
1. For on-site training
2. For off-site training if the apprentice or trainee is currently employed on a Federal-aid project and prime contractor does at least one of the following:
a. Contribute to the cost of the training
b. Provide the instruction to the apprentice or trainee c. Pay the apprentice's or trainee's wages during the off-site training period
3. If the prime contractor complies with this section.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
57 Each apprentice or trainee must:
1. Begin training on the project as soon as feasible after the start of work involving the apprentice's or trainee's skill
2. Remain on the project as long as training opportunities exist in the apprentice's or trainee's work classification or until the apprentice or trainee has completed the training program The prime contractor shall furnish the apprentice or trainee with a copy of the program that the prime contractor will comply with in providing the training
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
58 FEDERAL WAGE RATES
The payment of federal prevailing wage rates on federal-aid contracts is derived from the DavisBacon Act of 1931 and is prescribed by 23 USC 113. Contractors and subcontractors must pay laborers and mechanics employed directly upon the site of the work at least the locally prevailing wages (including fringe benefits) for the work performed.
The Davis-Bacon "prevailing wage" is the combination of the basic hourly rate and any fringe benefits listed in a Davis-Bacon wage determination. The contractor’s obligation to pay at least the prevailing wage listed in the contract wage determination can be met by paying each laborer and mechanic the applicable prevailing wage entirely as cash wages or by a combination of cash wages and employer-provided bona fide fringe benefits. Prevailing wages, including fringe benefits, must be paid on all hours worked on the site of the work.
Apprentices or trainees may be employed at less than the rates listed in the contract wage determination only when they are in an apprenticeship program registered with the Department of Labor or with a state apprenticeship agency recognized by the Department.
Contractors and subcontractors are required to pay covered workers weekly and submit weekly certified payroll records to the contracting agency. They are also required to post the applicable Davis-Bacon wage determination with the Davis-Bacon poster (WH-1321) on the job site in a prominent and accessible place where they can be easily seen by the workers.
The federal prevailing wage rates are available directly from the System for Award Management (SAM) Home Page at https://sam.gov/content/wage-determinations Federal “prevailing wage” rates are physically incorporated in the bid documents. The City of West Sacramento shall comply with the federal “10-day rule”, where the City of West Sacramento will issue to bidders as an addendum the current federal wage rates within ten days prior to bid opening.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
59 "General Decision Number: CA20240007 01/19/2024
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.
Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).
______________________________________________________________ |If the contract is entered |. Executive Order 14026 |
|into on or after January 30, | generally applies to the | |2022, or the contract is | contract. |
|renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at |
|after January 30, 2022: | least $17.20 per hour (or |
| | the applicable wage rate |
| | listed on this wage |
| | determination, if it is |
| | higher) for all hours |
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
60 | | spent performing on the |
| | contract in 2024. |
|______________________________|_____________________________| |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. |
|contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the |
| | applicable wage rate listed|
| | on this wage determination,|
| | if it is higher) for all |
| | hours spent performing on |
| | that contract in 2024. |
|______________________________|_____________________________| The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 01/19/2024
ASBE0016-001 02/01/2023
AREA 1: MARIN, NAPA, SAN BENITO, SAN FRANCISCO, SOLANO, &
SONOMA COUNTIES
AREA 2: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,
MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,
SISKIYOU, SUTTER, TEHEMA, TRINITY, YOLO, & YUBA COUNTIES ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
61 Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
Area 1......................$ 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
62 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 $1.25 per hour above the regular rate.
---------------------------------------------------------------- BRCA0003-008 07/01/2022
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
63 Rates Fringes
TERRAZZO FINISHER................$ 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
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
64 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
65 ---------------------------------------------------------------- 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
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
66 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 &
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
67 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
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
68 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
69 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 12/01/2022
NAPA AND SOLANO COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 46.64 25.30
Technician..................$ 53.64 25.51
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
70 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.
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.
---------------------------------------------------------------- ELEC0340-002 02/01/2018
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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
71 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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
72 construction.
2. The conductors for the fire alarm system are installed in 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 - $10.00 per hour
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
73 ---------------------------------------------------------------- ELEC0551-004 06/01/2023
MARIN AND SONOMA COUNTIES
Rates Fringes
ELECTRICIAN......................$ 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
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.
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
74 DEL NORTE, MODOC and SISKIYOU COUNTIES
Rates Fringes
ELECTRICIAN......................$ 43.97 19.26
---------------------------------------------------------------- ELEC0659-008 02/01/2023
DEL NORTE, MODOC & SISKIYOU COUNTIES
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
75 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
76 (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
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
77 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
78 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
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
79 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
80 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
Area 1: Remainder
Area 2: Eastern part
MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
81 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
82 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:)
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
83 GROUP 1
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
84 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.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
85 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 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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
86 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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
87 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
(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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
88 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; ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
89 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
-------------------------------------------------------------- --
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
90 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
91 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
---------------------------------------------------------------- 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, ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
92 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
93 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
94 ---------------------------------------------------------------- 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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
95 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; ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
96 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
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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
97 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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
98 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
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: $1.00 per hour additional. ---------------------------------------------------------------- LABO0261-002 07/01/2023
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
99 MARIN COUNTY
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 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.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0261-004 06/26/2023
MARIN COUNTY
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; ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
100
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
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
101
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:
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, ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
102
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
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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
103
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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
104
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
GROUP 3: Reboundman
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
105
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.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
106
LABO0324-008 06/26/2023
NAPA, SOLANO, AND SONOMA 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
---------------------------------------------------------------- ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
107
LABO0324-010 07/01/2023
SOLANO AND SONOMA COUNTIES
Rates Fringes
LABORER
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,
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
108
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; ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
109
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
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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
110
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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
111
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
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)
---------------------------------------------------------------- LABO0324-019 07/01/2023
Rates Fringes
Plasterer tender.................$ 39.77 28.54
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
112
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0016-004 01/01/2023
MARIN, NAPA, SOLANO & SONOMA COUNTIES
Rates Fringes
Painters:........................$ 47.42 27.28
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 - $6.00 per houir additional
---------------------------------------------------------------- PAIN0016-005 07/01/2023
ALPINE, BUTTE, COLUSA, EL DORADO (west of the Sierra Nevada Mountains), GLENN, LASSEN (west of Hwy. 395, excluding Honey Lake); MARIN, MODOC, NAPA, NEVADA (west of the Sierra Nevada Mountains), PLACER (west of the Sierra Nevada Mountains), PLUMAS, SACRAMENTO, SHASTA, SIERRA (west of the Sierra Nevada Mountains), SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY,
YOLO AND YUBA COUNTIES
Rates Fringes
DRYWALL FINISHER/TAPER...........$ 56.28 29.94
---------------------------------------------------------------- PAIN0016-007 01/01/2023
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
113
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:........................$ 38.23 22.05
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 $6.00 additional per hour.
---------------------------------------------------------------- PAIN0016-008 01/01/2023
MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
SOFT FLOOR LAYER.................$ 55.25 32.63
---------------------------------------------------------------- PAIN0169-004 01/01/2023
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
114
GLAZIER..........................$ 55.77 32.45
---------------------------------------------------------------- * 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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
115
---------------------------------------------------------------- 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 01/01/2023
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..........................$ 43.15 33.72
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 $1.50 per hour above the basic hourly rate at any elevation.
---------------------------------------------------------------- PAIN1176-001 07/01/2022
HIGHWAY IMPR0VEMENT
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
116
Rates Fringes
Parking Lot Striping/Highway
Marking:
GROUP 1.....................$ 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 01/01/2023
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.................$ 46.24 25.96
---------------------------------------------------------------- PLAS0300-003 07/01/2018
Rates Fringes
PLASTERER
AREA 295: Alpine, Amador,
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
117
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
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
118
---------------------------------------------------------------- PLUM0038-006 07/01/2022
MARIN & SONOMA COUNTIES
Rates Fringes
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, ACCO Engineered Systems
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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
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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
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
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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
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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
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
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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
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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.
================================================================ 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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current ACCO Engineered Systems
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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
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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"
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PART 5 GENERAL CONDITIONS
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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
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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.
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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.
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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.
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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.
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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.
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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.
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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, ACCO Engineered Systems
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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.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
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(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.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
140
(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 ACCO Engineered Systems
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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.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
145
(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.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
146
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 ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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.
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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, microACCO Engineered Systems CPC24-051 City Hall HVAC Replacement
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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.
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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;
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(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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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.
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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 ACCO Engineered Systems
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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.
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(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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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.
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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.
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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
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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.
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(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 ACCO Engineered Systems
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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 ACCO Engineered Systems
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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:
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(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 ACCO Engineered Systems
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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.
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(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.
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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.
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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.
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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.
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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 ACCO Engineered Systems
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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.
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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 ACCO Engineered Systems
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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.
ACCO Engineered Systems
CPC24-051 City Hall HVAC Replacement
Expires: 300 Working Days
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PART 6 SUPPLEMENTAL CONDITIONS
(SPECIAL PROVISIONS)
ACCO Engineered Systems
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Expires: 300 Working Days
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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 ACCO Engineered Systems
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PART 7 TECHNICAL SPECIFICATIONS
The work shall be performed in accordance with the latest edition of the City of West Sacramento Standard Specifications – Division IV: Standard Construction Specifications and State of California Department of Transportation Standard Specifications 2018 and 2018 Revised Standard Specifications, except as modified by these Technical Specifications. Section numbering of these Technical Specifications does not conform to the City’s Standard Specifications.
Contractor shall provide submittals (shop drawings) for all materials to be installed or used on the project
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PROJECT MANUAL
City of West Sacramento
City of West Sacramento Civic Center
HVAC Replacement
1110 West Capitol Avenue
West Sacramento, CA
100% CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SEPTEMBER 29, 2023
Kitchell CEM
2450 Venture Oaks Drive, Suite 500
Sacramento, California 95833
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Hall HVAC Replacement 000110 - 1 Table of Contents
SECTION 000110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS A. 000110 – Table of Contents
B. 000105 – Certifications Page
1.02 DIVISION 01
A. 011000 – Summary
B. 012500 – Substitution Procedures
C. 013000 – Administrative Requirements
D. 013216 – Construction Progress Schedule
E. 015000 – Temporary Facilities and Controls
F. 015100 – Temporary Utilities
G. 015213 – Field Offices and Sheds
H. 015500 – Vehicular Access and Parking
I. 015719 – Temporary Environmental Controls
J. 016000 – Product Requirements
K. 016116 – Volatile Organic Compound (VOC) Content Restrictions L. 017000 – Execution and Closeout Requirements
M. 017419 – Construction Waste Management and Disposal
N. 017800 – Closeout Submittals
O. 017900 – Demonstration and Training
P. 019113 – General Commissioning Requirements
SPECIFICATIONS
2.01 DIVISION 02
A. 024100 - Demolition
2.02 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
A. 075423 - Thermoplastic Polyolefin (TPO) Membrane Roofing B. 076200 – Sheet Metal Flashing and Trim
C. 078400 - Firestopping
D. 079200 - Joint Sealants
2.03 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) A. 230529 - Hangers and Supports for HVAC Piping and Equipment B. 230548 - Vibration and Seismic Controls for HVAC
C. 230553 - Identification for HVAC Piping and Equipment D. 230593 - Testing, Adjusting, and Balancing for HVAC
E. 230719 - HVAC Piping Insulation
F. 230800 - Commissioning of HVAC
G. 230900 – Instrumentation and control for HVAC
H. 230934 - Variable-Frequency Motor Controllers
I. 232300 – Refrigerant Piping
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J. 237413 – Air Handling Units
K. 23746 – Packaged Rooftop Air Conditioning Units
L. 238129 Variable Refrigerant Flow HVAC Equipment
2.04 DIVISION 26 -- ELECTRICAL
A. 260505 Selective Demolition for Electrical
B. 260519 - Low-Voltage Electrical Power Conductors and Cables C. 260526 - Grounding and Bonding for Electrical Systems D. 260529 - Hangers and Supports for Electrical Systems E. 260533.13 - Conduit for Electrical Systems
F. 260533.16 - Boxes for Electrical Systems
G. 260553 - Identification for Electrical Systems
H. 260573 - Power System Studies
I. 260583 - Wiring Connections
J. 262416 - Panelboards
K. 262816.16 - Enclosed Switches
2.05 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY
A. 284600 - Fire Detection and Alarm
END OF SECTION 000110
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SECTION 000105
CERTIFICATIONS PAGE
THE TECHNICAL SPECIFICATIONS CONTAINED HEREIN HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE FOLLOWING REGISTERED PERSONS.
ARCHITECT
I HEREBY CERTIFY THAT CERTAIN OF THE SPECIFICATIONS CONTAINED HEREIN WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.
NAME: BRAD SCHULTZ
FIRM: KITCHELL CEM
REG. NO.: C35632 EXP. DATE: 9/30/25
MECHANICAL AND PLUMBING
I HEREBY CERTIFY THAT CERTAIN OF THE SPECIFICATIONS CONTAINED HEREIN WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.
NAME: AHMAD ELKOTT
FIRM: KITCHELL CEM
REG. NO.: M38746 EXP. DATE: 3/31/24
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ELECTRICAL
I HEREBY CERTIFY THAT CERTAIN OF THE SPECIFICATIONS CONTAINED HEREIN WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.
NAME: GERALD NEUFFER
FIRM: KITCHELL CEM
REG. NO.: E14881 EXP. DATE: 6/30/2025
STRUCTURAL
I HEREBY CERTIFY THAT CERTAIN OF THE SPECIFICATIONS CONTAINED HEREIN WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.
NAME: LON DETERMAN
FIRM: MIYAMOTO INTERNATIONAL
REG. NO.: S4654 EXP. DATE: 6/30/24
END OF SECTION
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HVAC Replacement 011000 - 1 Summary
SECTION 011000
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: 7087A3 - W Sacramento City Hall HVAC Replacement B. Owner's Name: City of West Sacramento.
C. Engineer's Name: Kitchell.
D. The Project consists of the construction of Replacement mechanical units and related systems.
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on a Stipulated Price.
1.03 DESCRIPTION OF ALTERATIONS WORK
A. Scope of demolition and removal work is indicated on drawings and specified in Section 024100.
B. Scope of alterations work is indicated on drawings.
1.04 WORK BY OWNER
A. Ownerhas awardeda contract for supply and installation of Fire Alarm System which commenced01/02/2023.
1.05 OWNER OCCUPANCY
A. Owner intends to continue to occupy the existing building during the entire construction period.
B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.
C. Schedule the Work to accommodate Owner occupancy.
1.06 CONTRACTOR USE OF SITE AND PREMISES
A. Construction Operations: Limited to areas noted on Drawings.
1. Locate and conduct construction activities in ways that will limit disturbance to site.
B. Arrange use of site and premises to allow:
1. Owner occupancy.
2. Work by Others.
3. Use of site and premises by the public.
C. Provide access to and from site as required by law and by Owner:
1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.
2. Do not obstruct roadways, sidewalks, or other public ways without permission of the Owner. Schedule any obstructions with minimum notice of 7 days to the Owner.
D. Existing building spaces may not be used for storage.
E. Time Restrictions:
1. Limit conduct of especially noisy exterior work to the hours of 5:00 PM to 7:00 AM during normal business hours or weekends and statutory holidays.
2. Limit distruptions to site access by staff and public between normal building hours.
F. Utility Outages and Shutdown:
1. Limit disruption of utility services to hours the building is unoccupied.
2. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.
3. Limit shutdown of utility services to 1 hours at a time, arranged at least 24 hours in advance with Owner.
4. Prevent accidental disruption of utility services to other facilities. 202
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HVAC Replacement 011000 - 2 Summary
1.07 WORK SEQUENCE
A. The facility will remain operational and occupied during the construction phase. Work shall be performed to minimize impact to facility operations to the greatest extent possible. All system shutdowns shall be performed afterhours and coordinated with the Owner two weeks prior to initiating work. The facility shall return to normal operation on a daily basis. Contractor shall provide all necessary temporary power, cooling, heating, and domestic/sewer water to the site to perform the work. Contractor shall be responsible for providing their own structural engineer and structural engineering review of temporary equipment located on site and shall notify owner of any related required modification to the site. Work is assumed to occur over a six month continuous period from notice to proceed
B. Construction work shall be performed in stages during the construction period to minimize operational impact to the occupants. The contractor shall develop and submit a detailed phasing plan for City review and approval prior to procurement and construction. Phasing plan shall detail (at a minimum) means & methods for installation, pre-installation of manufactured equipment and support systems, equipment procurement lead times, temporary equipment, measures to maintain operation of the facility, and schedule of duration. Construction work shall be performed in sequential order as indicated in the stages below. Construction activities shall be performed to the greatest extent possible to limit duration of building portions without HVAC service during the replacement stage. This includes structural modifications of the existing roof structure, removal of portions of the roofing and curb framing, and installation of structural equipment supports, heat pump condensing units, electrical service panels, mechanical units, and new BMS system controllers. Contractor shall refer to construction documents for full scope of work and coordinate the construction schedule and operations with the City.
C. Construct Work in stages during the construction period:
1. Stage 1: Mobilization and preparatory Work prior to HVAC unit replacement. a. Secure and deliver long lead items and systems to the site an prefabricate support systems to the greatest extent possible.
2. Stage 2: Replacement of BMS.
a. Secure work area and provide necessary rough-ins and accessories to accept BMS low voltage & electrical wiring and conduit, panels, etc.. b. Install BMS system in parallel with the existing BMS to ensure full control of the facility.
c. Demolish existing BMS system once new BMS system has been connected and proven operational.
3. Stage 3: Replacement of VAV controllers.
a. Secure work area and provide necessary rough-ins and accessories to accept VAV controller low voltage & electrical wiring and conduit, etc. b. Demolition of existing VAV controller and connection of new VAV controllers to new BMS and prove operational.
c. VAV controller replacement shall be phased and grouped by systems to reduce operational impact to the facility.
4. Stage 3A: Optional Phase
a. Contractor may elect to set new heat pumps and refrigerant piping system during Stage 3 to reduce schedule and connect to AHU units at later stages.
5. Stage 4: Replacement of AHU-1.
a. Secure work area and provide temporary fencing.
b. Set cranes on site as needed for the demolition and installation of mechanical systems.
c. Demolition and installation of AHU-1 unit with all ancillary systems as indicated in scope of work.
d. AHU unit replacement shall be performed within a one-week period (Saturdayfollowing Sunday) to minimize operational impact to the facility. Owner may elect to move facility operations off-site during this effort.
6. Stage 5: Replacement of AHU-2.
a. Secure work area and provide temporary fencing.
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HVAC Replacement 011000 - 3 Summary
b. Set cranes on site as needed for the demolition and installation of mechanical systems.
c. Demolition and installation of AHU-2 unit with all ancillary systems as indicated in scope of work.
d. AHU unit replacement shall be performed within a one-week period (Saturdayfollowing Sunday) to minimize operational impact to the facility. Owner may elect to move facility operations off-site during this effort.
7. Stage 6: Replacement of AHU-3.
a. Secure work area and provide temporary fencing.
b. Set cranes on site as needed for the demolition and installation of mechanical systems.
c. Demolition and installation of AHU-3 unit with all ancillary systems as indicated in scope of work.
d. AHU unit replacement shall be performed within a one-week period (Saturdayfollowing Sunday) to minimize operational impact to the facility. Owner may elect to move facility operations off-site during this effort.
8. Stage 7: Replacement of AHU-4.
a. Secure work area and provide temporary fencing.
b. Set cranes on site as needed for the demolition and installation of mechanical systems.
c. Demolition and installation of AHU-4 unit with all ancillary systems as indicated in scope of work.
d. AHU unit replacement shall be performed within a one-week period (Saturdayfollowing Sunday) to minimize operational impact to the facility. Owner may elect to move facility operations off-site during this effort.
9. Stage 8: Replacement of AC-1.
a. Secure work area and provide temporary fencing.
b. Set cranes on site as needed for the demolition and installation of mechanical systems.
c. Demolition and installation of AC-1 unit with all ancillary systems as indicated in scope of work.
d. AC unit replacement shall be performed within a one-week period (Saturday-following Sunday) to minimize operational impact to the facility. Owner may elect to move facility operations off-site during this effort.
10. Stage 9: System testing confirmation.
a. Provide system test to ensure all equipment is operating with BMS & VAV controllers to execute the equipment sequence of operations.
11. Stage 10: Demobilization.
a. Remove all equipment from site and return facility to full operation.
D. Coordinate construction schedule and operations with Owner.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 011000
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HVAC Replacement 012500 - 1 Substitution Procedures
SECTION 012500
SUBSTITUTION PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Procedural requirements for proposed substitutions.
1.02 DEFINITIONS
A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.
1. Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 GENERAL REQUIREMENTS
A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.
2. Agrees to provide the same warranty for the substitution as for the specified product.
3. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become apparent.
B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.
C. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.
1. No specific form is required. Contractor's Substitution Request documentation must include the following:
a. Project Information:
b. Substitution Request Information:
c. Attached Comparative Data: Provide point-by-point, side-by-side comparison addressing essential attributes specified, as appropriate and relevant for the item:
d. Impact of Substitution:
D. Limit each request to a single proposed substitution item.
3.02 RESOLUTION
3.03 ACCEPTANCE
END OF SECTION 012500
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HVAC Replacement 013000 - 1 Administrative Requirements SECTION 013000
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General administrative requirements.
B. Preconstruction meeting.
C. Site mobilization meeting.
D. Progress meetings.
E. Construction progress schedule.
F. Progress photographs.
G. Coordination drawings.
H. Submittals for review, information, and project closeout.
I. Number of copies of submittals.
J. Requests for Interpretation (RFI) procedures.
K. Submittal procedures.
1.02 RELATED REQUIREMENTS
A. Section 013216 - Construction Progress Schedule: Form, content, and administration of schedules.
B. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements.
C. Section 017800 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.
1.03 GENERAL ADMINISTRATIVE REQUIREMENTS
A. Comply with requirements of Section 017000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.
B. Make the following types of submittals to Architect:
1. Requests for Interpretation (RFI).
2. Requests for substitution.
3. Shop drawings, product data, and samples.
4. Test and inspection reports.
5. Design data.
6. Manufacturer's instructions and field reports.
7. Applications for payment and change order requests.
8. Progress schedules.
9. Coordination drawings.
10. Correction Punch List and Final Correction Punch List for Substantial Completion.
11. Closeout submittals.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. Owner will schedule a meeting after Notice of Award.
B. Attendance Required:
1. Owner.
2. Architect.
3. Contractor.
C. Agenda:
1. Execution of Owner-Contractor Agreement.
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2. Submission of executed bonds and insurance certificates.
3. Distribution of Contract Documents.
4. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.
5. Designation of personnel representing the parties to Contract and Architect.
6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.
7. Scheduling.
D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.
3.02 SITE MOBILIZATION MEETING
A. Attendance Required:
1. Contractor.
2. Owner.
3. Architect.
4. Contractor's superintendent.
5. Major subcontractors.
B. Agenda:
1. Use of premises by Owner and Contractor.
2. Owner's requirements.
3. Construction facilities and controls provided by Owner.
4. Temporary utilities provided by Owner.
5. Survey and building layout.
6. Security and housekeeping procedures.
7. Schedules.
8. Application for payment procedures.
9. Procedures for testing.
10. Procedures for maintaining record documents.
11. Requirements for start-up of equipment.
12. Inspection and acceptance of equipment put into service during construction period.
C. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.
3.03 PROGRESS MEETINGS
A. Attendance Required:
1. Contractor.
2. Owner.
3. Architect.
4. Contractor's superintendent.
5. Major subcontractors.
B. Agenda:
1. Review minutes of previous meetings.
2. Review of work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Maintenance of progress schedule.
7. Corrective measures to regain projected schedules.
8. Planned progress during succeeding work period.
9. Maintenance of quality and work standards.
10. Effect of proposed changes on progress schedule and coordination.
11. Other business relating to work.
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HVAC Replacement 013000 - 3 Administrative Requirements C. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.
3.04 CONSTRUCTION PROGRESS SCHEDULE
A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.
B. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.
1. Include written certification that major contractors have reviewed and accepted proposed schedule.
C. Within 10 days after joint review, submit complete schedule.
D. Submit updated schedule with each Application for Payment.
3.05 PROGRESS PHOTOGRAPHS
3.06 COORDINATION DRAWINGS
A. Review drawings prior to submission to Architect.
3.07 REQUESTS FOR INTERPRETATION (RFI)
A. Definition: A request seeking one of the following:
1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.
B. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.
1. Prepare a separate RFI for each specific item.
a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.
b. Do not forward requests which solely require internal coordination between subcontractors.
2. Combine RFI and its attachments into a single electronic file. PDF format is preferred.
C. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.
1. Official Project name and number, and any additional required identifiers established in Contract Documents.
2. Owner's, Architect's, and Contractor's names.
3. Discrete and consecutive RFI number, and descriptive subject/title.
4. Issue date, and requested reply date.
5. Reference to particular Contract Document(s) requiring additional information/interpretation. Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).
6. Annotations: Field dimensions and/or description of conditions which have engendered the request.
7. Contractor's suggested resolution: A written and/or a graphic solution, to scale, is required in cases where clarification of coordination issues is involved, for example; routing, clearances, and/or specific locations of work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested resolution on Contract Time or the Contract Sum.
D. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.
E. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project.
1. Indicate current status of every RFI. Update log promptly and on a regular basis.
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3. Highlight items for which a timely response has not been received to date.
F. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.
3.08 SUBMITTAL SCHEDULE
A. Submit to Architect for review a schedule for submittals in tabular format.
1. Coordinate with Contractor's construction schedule and schedule of values.
2. Format schedule to allow tracking of status of submittals throughout duration of construction.
3. Arrange information to include scheduled date for initial submittal, specification number and title, submittal category (for review or for information), description of item of work covered, and role and name of subcontractor.
4. Account for time required for preparation, review, manufacturing, fabrication and delivery when establishing submittal delivery and review deadline dates. a. For assemblies, equipment, systems comprised of multiple components and/or requiring detailed coordination with other work, allow for additional time to make corrections or revisions to initial submittals, and time for their review.
3.09 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
B. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.
C. Samples will be reviewed for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 017800 - Closeout Submittals.
3.10 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
1. Design data.
2. Certificates.
3. Test reports.
4. Inspection reports.
5. Manufacturer's instructions.
6. Manufacturer's field reports.
7. Other types indicated.
B. Submit for Architect's knowledge as contract administrator or for Owner.
3.11 SUBMITTALS FOR PROJECT CLOSEOUT
A. Submit Correction Punch List for Substantial Completion.
B. Submit Final Correction Punch List for Substantial Completion.
C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 017800 - Closeout Submittals:
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
5. Other types as indicated.
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HVAC Replacement 013000 - 5 Administrative Requirements D. Submit for Owner's benefit during and after project completion.
3.12 NUMBER OF COPIES OF SUBMITTALS
A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.
B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3.13 SUBMITTAL PROCEDURES
A. General Requirements:
1. Use a separate transmittal for each item.
2. Sequentially identify each item. For revised submittals use original number and a sequential numerical suffix.
3. Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail number; and specification section number and article/paragraph, as appropriate on each copy.
4. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and Contract Documents. a. Submittals from sources other than the Contractor, or without Contractor's stamp will not be acknowledged, reviewed, or returned.
5. Deliver each submittal on date noted in submittal schedule, unless an earlier date has been agreed to by all affected parties, and is of the benefit to the project. a. Send submittals in electronic format via email to Architect.
6. Schedule submittals to expedite the Project, and coordinate submission of related items.
7. Provide space for Contractor and Architect review stamps.
8. When revised for resubmission, identify all changes made since previous submission.
B. Product Data Procedures:
1. Submit only information required by individual specification sections.
2. Collect required information into a single submittal.
3. Do not submit (Material) Safety Data Sheets for materials or products.
C. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting Contract Documents and coordinating related work.
2. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.
D. Samples Procedures:
1. Transmit related items together as single package.
2. Identify each item to allow review for applicability in relation to shop drawings showing installation locations.
3.14 SUBMITTAL REVIEW
A. Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action.
B. Submittals for Information: Architect will acknowledge receipt and review. See below for actions to be taken.
C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.
D. Architect's and consultants' actions on items submitted for review:
1. Authorizing purchasing, fabrication, delivery, and installation:
a. "Approved", or language with same legal meaning.
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HVAC Replacement 013000 - 6 Administrative Requirements b. "Approved as Noted, Resubmission not required", or language with same legal meaning.
1) At Contractor's option, submit corrected item, with review notations acknowledged and incorporated.
c. "Approved as Noted, Resubmit for Record", or language with same legal meaning.
2. Not Authorizing fabrication, delivery, and installation:
E. Architect's and consultants' actions on items submitted for information:
1. Items for which no action was taken:
a. "Received" - to notify the Contractor that the submittal has been received for record only.
2. Items for which action was taken:
a. "Reviewed" - no further action is required from Contractor.
END OF SECTION 013000
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HVAC Replacement 013216 - 1 Construction Progress Schedule SECTION 013216
CONSTRUCTION PROGRESS SCHEDULE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preliminary schedule.
B. Construction progress schedule, bar chart type.
1.02 SUBMITTALS
A. Within 10 days after date of Agreement, submit preliminary schedule.
B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.
C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.
D. Within 10 days after joint review, submit complete schedule.
E. Submit updated schedule with each Application for Payment.
F. Submit in PDF format.
1.03 QUALITY ASSURANCE
A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with one years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request.
1.04 SCHEDULE FORMAT
A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRELIMINARY SCHEDULE
A. Prepare preliminary schedule in the form of a horizontal bar chart.
3.02 CONTENT
A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.
B. Identify each item by specification section number.
C. Identify work of separate stages and other logically grouped activities.
D. Provide sub-schedules to define critical portions of the entire schedule.
E. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.
F. Provide legend for symbols and abbreviations used.
3.03 BAR CHARTS
A. Include a separate bar for each major portion of Work or operation.
B. Identify the first work day of each week.
3.04 REVIEW AND EVALUATION OF SCHEDULE
A. Participate in joint review and evaluation of schedule with Architect at each submittal.
B. Evaluate project status to determine work behind schedule and work ahead of schedule.
C. After review, revise as necessary as result of review, and resubmit within 10 days.
3.05 UPDATING SCHEDULE
A. Maintain schedules to record actual start and finish dates of completed activities. 214
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HVAC Replacement 013216 - 2 Construction Progress Schedule B. Indicate progress of each activity to date of revision, with projected completion date of each activity.
C. Annotate diagrams to graphically depict current status of Work.
D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.
E. Indicate changes required to maintain Date of Substantial Completion.
F. Submit reports required to support recommended changes.
3.06 DISTRIBUTION OF SCHEDULE
A. Distribute copies of updated schedules to Contractor's project site file, to subcontractors, suppliers, Architect, Owner, and other concerned parties.
B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules.
END OF SECTION 013216
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HVAC Replacement 015000 - 1 Temporary Facilities and Controls SECTION 015000
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 RELATED REQUIREMENTS
A. Section 015100 - Temporary Utilities.
B. Section 015213 - Field Offices and Sheds.
C. Section 015500 - Vehicular Access and Parking.
1.02 TEMPORARY UTILITIES - SEE SECTION 015100
A. Owner will provide the following:
1. Electrical power and metering, consisting of connection to existing facilities.
B. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.
1.03 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
B. Maintain daily in clean and sanitary condition.
1.04 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.
B. Provide barricades and covered walkways required by governing authorities for public rights-ofway and for public access to existing building.
C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
1.05 FENCING
A. Construction: Contractor's option.
B. Construction: Commercial grade chain link fence.
C. Provide 6 foot (1.8 m) high fence around construction site; equip with vehicular and pedestrian gates with locks.
1.06 INTERIOR ENCLOSURES
A. Provide temporary partitions and ceilings as indicated to separate work areas from Owneroccupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment.
B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces:
1.07 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.
B. Coordinate with Owner's security program.
1.08 VEHICULAR ACCESS AND PARKING - SEE SECTION 015500
A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Owner.
C. Provide and maintain access to fire hydrants, free of obstructions. 216
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1.09 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.
B. Provide containers with lids. Remove trash from site periodically.
C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.
D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.
1.10 FIELD OFFICES - SEE SECTION 015213
A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack, and drawing display table.
B. Provide space for Project meetings, with table and chairs to accommodate 6 persons.
C. Locate offices a minimum distance of 30 feet (10 m) from existing and new structures.
1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection.
B. Clean and repair damage caused by installation or use of temporary work.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 015000
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HVAC Replacement 015100 - 1 Temporary Utilities
SECTION 015100
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Utilities: Provision of electricity, lighting, heat, ventilation, and water.
1.02 RELATED REQUIREMENTS
A. Section 015000 - Temporary Facilities and Controls:
1. Temporary telecommunications services for administrative purposes.
2. Temporary sanitary facilities required by law.
1.03 REFERENCE STANDARDS
A. 29 CFR 1926 - Safety and Health Regulations for Construction Current Edition.
1.04 TEMPORARY ELECTRICITY
A. Cost: By Contractor.
B. Connect to Owner's existing power service.
1. Do not disrupt Owner's need for continuous service.
2. Exercise measures to conserve energy.
3. Provide separate metering and reimburse Owner for cost of energy used.
C. Provide temporary electric feeder from existing building electrical service at location as directed.
D. Power Service Characteristics: 460 volt, 600 ampere, three phase, four wire.
E. Complement existing power service capacity and characteristics as required.
F. Provide power outlets for construction operations, with branch wiring and distribution boxes located at each floor. Provide flexible power cords as required.
G. Provide main service disconnect and over-current protection at convenient location and meter.
H. Permanent convenience receptacles may be utilized during construction.
I. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits for power and lighting.
1.05 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES
A. Provide and maintain LED, compact fluorescent, or high-intensity discharge lighting as suitable for the application for construction operations in accordance with requirements of 29 CFR 1926 and authorities having jurisdiction.
B. Provide and maintain 1 watt/sq ft (10.8 watt/sq m) lighting to exterior staging and storage areas after dark for security purposes.
C. Provide and maintain 0.25 watt/sq ft (2.7 watt/sq m) H.I.D. lighting to interior work areas after dark for security purposes.
D. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required.
E. Maintain lighting and provide routine repairs.
F. Permanent building lighting may be utilized during construction.
1.06 TEMPORARY HEATING
A. Cost of Energy: By Contractor.
B. Provide heating devices and heat as needed to maintain specified conditions for construction operations.
C. Maintain minimum ambient temperature of 50 degrees F (10 degrees C) in areas where construction is in progress, unless indicated otherwise in specifications.
D. Owner's existing heat plant may be used.
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1. Exercise measures to conserve energy.
2. Enclose building prior to activating temporary heat.
3. Provide separate metering and reimburse Owner for cost of energy used.
E. Prior to operation of permanent equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts.
1.07 TEMPORARY COOLING
A. Cost of Energy: By Contractor.
B. Provide cooling devices and cooling as needed to maintain specified conditions for construction operations.
C. Maintain maximum ambient temperature of 80 degrees F (26 degrees C) in areas where construction is in progress, unless indicated otherwise in specifications.
D. Owner's existing cooling plant may be used.
1. Exercise measures to conserve energy.
2. Enclose building prior to activating temporary cooling.
3. Provide separate metering and reimburse Owner for cost of energy used.
E. Prior to operation of permanent equipment for temporary cooling purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts.
1.08 TEMPORARY VENTILATION
A. Utilize existing ventilation equipment. Extend and supplement equipment with temporary fan units as required to maintain clean air for construction operations.
1.09 TEMPORARY WATER SERVICE
A. Cost of Water Used: By Contractor.
B. Cost of Water Used: By Owner.
C. Provide and maintain suitable quality water service for construction operations at time of project mobilization.
D. Connect to existing water source.
1. Exercise measures to conserve water.
2. Provide separate metering and reimburse Owner for cost of water used.
E. Extend branch piping with outlets located so water is available by hoses with threaded connections. Provide temporary pipe insulation to prevent freezing.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 015100
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HVAC Replacement 015213 - 1 Field Offices and Sheds
SECTION 015213
FIELD OFFICES AND SHEDS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary field offices for use of Contractor.
B. Maintenance and removal.
1.02 USE OF EXISTING FACILITIES
A. Designated existing spaces may be used for field offices: As designated by Owner..
1.03 USE OF PERMANENT FACILITIES
PART 2 PRODUCTS
2.01 MATERIALS, EQUIPMENT, FURNISHINGS
A. Materials, Equipment, Furnishings: Serviceable, new or used, adequate for required purpose.
2.02 CONSTRUCTION
A. Portable or mobile buildings, or buildings constructed with floors raised above ground, securely fixed to foundations, with steps and landings at entrance doors.
B. Construction: Structurally sound, secure, weather tight enclosures for office. Maintain during progress of Work; remove when no longer needed.
C. Interior Materials in Offices: Sheet type materials for walls and ceilings, prefinished or painted; resilient floors and bases.
D. Fire Extinguishers: Appropriate type fire extinguisher at each office.
2.03 ENVIRONMENTAL CONTROL
A. Heating, Cooling, and Ventilating: Automatic equipment to maintain comfort conditions.
2.04 CONTRACTOR OFFICE AND FACILITIES
A. Size: For Contractor's needs and to provide space for project meetings.
2.05 OWNER AND ARCHITECT/ENGINEER OFFICE
A. Separate space for sole use of Owner and Architect, with separate entrance door with new lock and two keys.
PART 3 EXECUTION
3.01 INSTALLATION
3.02 MAINTENANCE AND CLEANING
A. Weekly janitorial services for offices; periodic cleaning and maintenance for offices.
3.03 REMOVAL
A. At completion of Work remove buildings, foundations, utility services, and debris. Restore areas.
END OF SECTION 015213
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HVAC Replacement 015500 - 1 Vehicular Access and Parking SECTION 015500
VEHICULAR ACCESS AND PARKING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Parking.
B. Existing pavements and parking areas.
C. Construction parking controls.
D. Traffic signs and signals.
E. Maintenance.
F. Removal, repair.
PART 2 PRODUCTS
2.01 MATERIALS
A. Temporary Construction: Contractor's option.
PART 3 EXECUTION
3.01 PREPARATION
3.02 PARKING
A. Use of designated areas of existing parking facilities by construction personnel is permitted.
3.03 CONSTRUCTION PARKING CONTROL
A. Control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations.
B. Monitor parking of construction personnel's vehicles in existing facilities. Maintain vehicular access to and through parking areas.
3.04 TRAFFIC SIGNS AND SIGNALS
A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic.
3.05 MAINTENANCE
A. Maintain traffic and parking areas in a sound condition free of excavated material, construction equipment, products, mud, snow, and ice.
B. Maintain existing paved areas used for construction; promptly repair breaks, potholes, low areas, standing water, and other deficiencies, to maintain paving and drainage in original, or specified, condition.
3.06 REMOVAL, REPAIR
A. Repair damage caused by installation.
END OF SECTION 015500
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HVAC Replacement 015719 - 1 Temporary EnvironmentalControls SECTION 015719
TEMPORARY ENVIRONMENTAL CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Construction procedures to promote adequate indoor air quality after construction.
1.02 PROJECT GOALS
A. Dust and Airborne Particulates: Prevent deposition of dust and other particulates in HVAC ducts and equipment.
1. Cleaning of ductwork is not contemplated under this Contract.
2. Contractor shall bear the cost of cleaning required due to failure to protect ducts and equipment from construction dust.
B. Airborne Contaminants: Procedures and products have been specified to minimize indoor air pollutants.
1. Furnish products meeting the specifications.
2. Avoid construction practices that could result in contamination of installed products leading to indoor air pollution.
1.03 REFERENCE STANDARDS
A. SMACNA (OCC) - IAQ Guidelines for Occupied Buildings Under Construction 2007.
1.04 DEFINITIONS
A. Adsorptive Materials: Gypsum board, acoustical ceiling tile and panels, carpet and carpet tile, fabrics, fibrous insulation, and other similar products.
B. Contaminants: Gases, vapors, regulated pollutants, airborne mold and mildew, and the like, as specified.
C. Particulates: Dust, dirt, and other airborne solid matter.
D. Wet Work: Concrete, plaster, coatings, and other products that emit water vapor or volatile organic compounds during installation, drying, or curing.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 CONSTRUCTION PROCEDURES
A. Prevent the absorption of moisture and humidity by adsorptive materials by:
1. Sequencing the delivery of such materials so that they are not present in the building until wet work is completed and dry.
2. Delivery and storage of such materials in fully sealed moisture-impermeable packaging.
3. Provide sufficient ventilation for drying within reasonable time frame.
B. Begin construction ventilation when building is substantially enclosed.
C. Do not store construction materials or waste in mechanical or electrical rooms.
D. Prior to use of return air ductwork without intake filters clean up and remove dust and debris generated by construction activities.
1. Inspect duct intakes, return air grilles, and terminal units for dust.
2. Clean plenum spaces, including top sides of lay-in ceilings, outsides of ducts, tops of pipes and conduit.
3. Clean tops of doors and frames.
4. Clean mechanical and electrical rooms, including tops of pipes, ducts, and conduit, equipment, and supports.
5. Clean return plenums of air handling units.
6. Remove intake filters last, after cleaning is complete.
E. Do not perform dusty or dirty work after starting use of return air ducts without intake filters. 224
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HVAC Replacement 015719 - 2 Temporary EnvironmentalControls F. Use other relevant recommendations of SMACNA (OCC) for avoiding unnecessary contamination due to construction procedures.
END OF SECTION 015719
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HVAC Replacement 016000 - 1 Product Requirements
SECTION 016000
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Re-use of existing products.
C. Transportation, handling, storage and protection.
D. Product option requirements.
E. Substitution limitations.
F. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 RELATED REQUIREMENTS
A. Section 012500 - Substitution Procedures: Substitutions made during procurement and/or construction phases.
B. Section 016116 - Volatile Organic Compound (VOC) Content Restrictions: Requirements for VOC-restricted product categories.
C. Section 017419 - Construction Waste Management and Disposal: Waste disposal requirements potentially affecting product selection, packaging and substitutions.
1.03 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.
B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.
C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.
PART 2 PRODUCTS
2.01 EXISTING PRODUCTS
2.02 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by Contract Documents.
B. Use of products having any of the following characteristics is not permitted:
1. Containing lead, cadmium, or asbestos.
C. Where other criteria are met, Contractor shall give preference to products that:
1. If used on interior, have lower emissions, as defined in Section 016116.
2. If wet-applied, have lower VOC content, as defined in Section 016116.
2.03 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named. 226
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HVAC Replacement 016000 - 2 Product Requirements
2.04 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.
B. Deliver to Project site; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 SUBSTITUTION LIMITATIONS
A. See Section 012500 - Substitution Procedures.
3.02 TRANSPORTATION AND HANDLING
A. Package products for shipment in manner to prevent damage; for equipment, package to avoid loss of factory calibration.
B. If special precautions are required, attach instructions prominently and legibly on outside of packaging.
C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.
D. Transport and handle products in accordance with manufacturer's instructions.
E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.
F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.
G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling.
H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.03 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. See Section 017419.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weathertight, climate-controlled enclosures in an environment favorable to product.
E. For exterior storage of fabricated products, place on sloped supports above ground.
F. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants.
G. Comply with manufacturer's warranty conditions, if any.
H. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.
I. Prevent contact with material that may cause corrosion, discoloration, or staining.
J. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.
K. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.
END OF SECTION 016000
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HVAC Replacement 016116 - 1 Volatile Organic Compound (VOC)Content Restrictions SECTION 016116
VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Requirements for Indoor-Emissions-Restricted products.
B. Requirements for VOC-Content-Restricted products.
1.02 RELATED REQUIREMENTS
A. Section 013000 - Administrative Requirements: Submittal procedures.
1.03 DEFINITIONS
A. Indoor-Emissions-Restricted Products: All products in the following product categories, whether specified or not:
B. VOC-Content-Restricted Products: All products in the following product categories, whether specified or not:
1. Interior paints and coatings applied on site.
2. Interior adhesives and sealants applied on site, including flooring adhesives.
C. Interior of Building: Anywhere inside the exterior weather barrier.
D. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives, whether specified or not; including flooring adhesives, resilient base adhesives, and pipe jointing adhesives.
E. Sealants: All gunnable, trowelable, and liquid-applied joint sealants and sealant primers, whether specified or not; including firestopping sealants and duct joint sealers.
F. Inherently Non-Emitting Materials: Products composed wholly of minerals or metals, unless they include organic-based surface coatings, binders, or sealants; and specifically the following:
1. Concrete.
2. Clay brick.
3. Metals that are plated, anodized, or powder-coated.
4. Glass.
5. Ceramics.
6. Solid wood flooring that is unfinished and untreated.
1.04 REFERENCE STANDARDS
A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency current edition.
B. ASTM D3960 - Standard Practice for Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings 2005 (Reapproved 2018).
C. CARB (SCM) - Suggested Control Measure for Architectural Coatings; California Air Resources Board 2020.
D. SCAQMD 1113 - Architectural Coatings 1977, with Amendment (2016).
E. SCAQMD 1168 - Adhesive and Sealant Applications 1989, with Amendment (2022).
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Product Data: For each VOC-restricted product used in the project, submit evidence of compliance.
1.06 QUALITY ASSURANCE
A. VOC Content Test Method: 40 CFR 59, Subpart D (EPA Method 24), or ASTM D3960, unless otherwise indicated.
1. Evidence of Compliance: Acceptable types of evidence are:
a. Report of laboratory testing performed in accordance with requirements. 228
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HVAC Replacement 016116 - 2 Volatile Organic Compound (VOC)Content Restrictions B. Testing Agency Qualifications: Independent firm specializing in performing testing and inspections of the type specified in this section.
PART 2 PRODUCTS
2.01 MATERIALS
A. VOC-Content-Restricted Products: VOC content not greater than required by the following:
1. Adhesives, Including Flooring Adhesives: SCAQMD 1168 Rule.
2. Joint Sealants: SCAQMD 1168 Rule.
3. Paints and Coatings: Each color; most stringent of the following:
a. 40 CFR 59, Subpart D.
b. SCAQMD 1113 Rule.
c. CARB (SCM).
PART 3 EXECUTION
3.01 FIELD QUALITY CONTROL
A. Owner reserves the right to reject non-compliant products, whether installed or not, and require their removal and replacement with compliant products at no extra cost to Owner.
B. Additional costs to restore indoor air quality due to installation of non-compliant products will be borne by Contractor.
END OF SECTION 016116
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HVAC Replacement 017000 - 1 Execution and CloseoutRequirements SECTION 017000
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Requirements for alterations work, including selective demolition.
C. Pre-installation meetings.
D. Cutting and patching.
E. Cleaning and protection.
F. Starting of systems and equipment.
G. Demonstration and instruction of Owner personnel.
H. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.
1.02 RELATED REQUIREMENTS
A. Section 011000 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials.
B. Section 013000 - Administrative Requirements: Submittals procedures, Electronic document submittal service.
C. Section 015000 - Temporary Facilities and Controls: Temporary exterior enclosures.
D. Section 015100 - Temporary Utilities: Temporary heating, cooling, and ventilating facilities.
E. Section 017419 - Construction Waste Management and Disposal: Additional procedures for trash/waste removal, recycling, salvage, and reuse.
F. Section 017900 - Demonstration and Training: Demonstration of products and systems to be commissioned and where indicated in specific specification sections
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate Contractor.
1.04 PROJECT CONDITIONS
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.
B. Dust Control: Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property.
1. Provide dust-proof barriers between construction areas and areas continuing to be occupied by Owner.
C. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations.
1. Indoors: Limit conduct of especially noisy interior work to the hours of 6 pm to 7 am.
1.05 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. 230
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HVAC Replacement 017000 - 2 Execution and CloseoutRequirements B. Notify affected utility companies and comply with their requirements.
C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.
D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.
F. Coordinate completion and clean-up of work of separate sections.
G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patching and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 016000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.
Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.
C. Examine and verify specific conditions described in individual specification sections.
D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.
E. Verify that utility services are available, of the correct characteristics, and in the correct locations.
F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.
3.02 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation meeting at the site prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the specific section.
C. Notify Architect four days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 231
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HVAC Replacement 017000 - 3 Execution and CloseoutRequirements
3.03 GENERAL INSTALLATION REQUIREMENTS
A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.
B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.
C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.
D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.
E. Make neat transitions between different surfaces, maintaining texture and appearance.
3.04 ALTERATIONS
A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.
1. Verify that construction and utility arrangements are as indicated.
2. Report discrepancies to Architect before disturbing existing installation.
3. Beginning of alterations work constitutes acceptance of existing conditions.
B. Remove existing work as indicated and as required to accomplish new work.
1. Remove items indicated on drawings.
2. Relocate items indicated on drawings.
3. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish.
4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible.
C. Services (Including but not limited to HVAC and Electrical): Remove, relocate, and extend existing systems to accommodate new construction.
1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel.
2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required.
3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.
a. Disable existing systems only to make switchovers and connections; minimize duration of outages.
b. Provide temporary connections as required to maintain existing systems in service.
4. Verify that abandoned services serve only abandoned facilities.
5. Remove abandoned pipe, ducts, conduits, and equipment , including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction.
D. Protect existing work to remain.
1. Prevent movement of structure; provide shoring and bracing if necessary.
2. Perform cutting to accomplish removals neatly and as specified for cutting new work.
3. Repair adjacent construction and finishes damaged during removal work.
E. Adapt existing work to fit new work: Make as neat and smooth transition as possible.
F. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish.
G. Refinish existing surfaces as indicated:
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HVAC Replacement 017000 - 4 Execution and CloseoutRequirements
1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes.
2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match.
H. Clean existing systems and equipment.
I. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury.
J. Do not begin new construction in alterations areas before demolition is complete.
K. Comply with all other applicable requirements of this section.
3.05 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B. See Alterations article above for additional requirements.
C. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove samples of installed work for testing when requested.
8. Remove and replace defective and non-complying work.
D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition.
E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces.
F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval.
G. Restore work with new products in accordance with requirements of Contract Documents.
H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 078400, to full thickness of the penetrated element.
J. Patching:
1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish.
3.06 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.
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HVAC Replacement 017000 - 5 Execution and CloseoutRequirements D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury.
3.07 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage.
C. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.
D. Verify that wiring and support components for equipment are complete and tested.
E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions.
F. Submit a written report that equipment or system has been properly installed and is functioning correctly.
3.08 DEMONSTRATION AND INSTRUCTION
A. See Section 017900 - Demonstration and Training.
3.09 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
3.10 FINAL CLEANING
A. Use cleaning materials that are nonhazardous.
B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.
C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment.
D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.
E. Clean filters of operating equipment.
F. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and drainage systems.
G. Clean site; sweep paved areas, rake clean landscaped surfaces.
H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury.
3.11 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
1. Provide copies to Architect.
B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion.
C. Notify Architect when work is considered ready for Architect's Substantial Completion inspection.
D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's Substantial Completion inspection.
E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect.
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HVAC Replacement 017000 - 6 Execution and CloseoutRequirements F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas.
G. Notify Architect when work is considered finally complete and ready for Architect's Substantial Completion final inspection.
H. Complete items of work determined by Architect listed in executed Certificate of Substantial Completion.
END OF SECTION 017000
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HVAC Replacement 017419 - 1 Construction Waste Managementand Disposal SECTION 017419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 GENERAL
1.01 WASTE MANAGEMENT REQUIREMENTS
A. Owner requires that this project generate the least amount of trash and waste possible.
B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors.
C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as economically feasible.
D. Contractor Reporting Responsibilities: Submit periodic Waste Disposal Reports; report landfill disposal, incineration, recycling, salvage, and reuse regardless of to whom the cost or savings accrues; use the same units of measure on required reports.
E. Methods of trash/waste disposal that are not acceptable are:
1. Burning on the project site.
2. Burying on the project site.
3. Dumping or burying on other property, public or private.
4. Other illegal dumping or burying.
F. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory requirements, including but not limited to Federal, state and local requirements, pertaining to legal disposal of all construction and demolition waste materials.
1.02 RELATED REQUIREMENTS
A. Section 013000 - Administrative Requirements: Additional requirements for project meetings, reports, submittal procedures, and project documentation.
B. Section 015000 - Temporary Facilities and Controls: Additional requirements related to trash/waste collection and removal facilities and services.
C. Section 016000 - Product Requirements: Waste prevention requirements related to delivery, storage, and handling.
D. Section 017000 - Execution and Closeout Requirements: Trash/waste prevention procedures related to demolition, cutting and patching, installation, protection, and cleaning.
1.03 DEFINITIONS
A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like.
B. Construction and Demolition Waste: Solid wastes typically including building materials, packaging, trash, debris, and rubble resulting from construction, remodeling, repair and demolition operations.
C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity or reactivity.
D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity, or reactivity.
E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of exposure.
F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and remanufactured into a new product for reuse by others.
G. Recycle: To remove a waste material from the project site to another site for remanufacture into a new product for reuse by others.
H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for the purpose of using the altered form. Recycling does not include burning, incinerating, or thermally destroying waste.
I. Return: To give back reusable items or unused products to vendors for credit. 236
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HVAC Replacement 017419 - 2 Construction Waste Managementand Disposal J. Reuse: To reuse a construction waste material in some manner on the project site.
K. Salvage: To remove a waste material from the project site to another site for resale or reuse by others.
L. Sediment: Soil and other debris that has been eroded and transported by storm or well production run-off water.
M. Source Separation: The act of keeping different types of waste materials separate beginning from the first time they become waste.
N. Toxic: Poisonous to humans either immediately or after a long period of exposure.
O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged.
P. Waste: Extra material or material that has reached the end of its useful life in its intended use.
Waste includes salvageable, returnable, recyclable, and reusable material.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Waste Disposal Reports: Submit at specified intervals, with details of quantities of trash and waste, means of disposal or reuse, and costs; show both totals to date and since last report.
1. Submit updated Report with each Application for Progress Payment; failure to submit Report will delay payment.
2. Submit Report on a form acceptable to Owner.
3. Landfill Disposal: Include the following information:
a. Identification of material.
b. Amount, in tons or cubic yards (cubic meters), of trash/waste material from the project disposed of in landfills.
c. State the identity of landfills, total amount of tipping fees paid to landfill, and total disposal cost.
d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost.
4. Incinerator Disposal: Include the following information:
a. Identification of material.
b. Amount, in tons or cubic yards (cubic meters), of trash/waste material from the project delivered to incinerators.
c. State the identity of incinerators, total amount of fees paid to incinerator, and total disposal cost.
d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost.
5. Recycled and Salvaged Materials: Include the following information for each:
a. Identification of material, including those retrieved by installer for use on other projects.
b. Amount, in tons or cubic yards (cubic meters), date removed from the project site, and receiving party.
c. Transportation cost, amount paid or received for the material, and the net total cost or savings of salvage or recycling each material.
d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost.
e. Certification by receiving party that materials will not be disposed of in landfills or by incineration.
6. Material Reused on Project: Include the following information for each:
a. Identification of material and how it was used in the project. b. Amount, in tons or cubic yards (cubic meters).
c. Include weight tickets as evidence of quantity.
7. Other Disposal Methods: Include information similar to that described above, as appropriate to disposal method.
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HVAC Replacement 017419 - 3 Construction Waste Managementand Disposal PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 WASTE MANAGEMENT PROCEDURES
A. See Section 013000 for additional requirements for project meetings, reports, submittal procedures, and project documentation.
B. See Section 015000 for additional requirements related to trash/waste collection and removal facilities and services.
C. See Section 016000 for waste prevention requirements related to delivery, storage, and handling.
D. See Section 017000 for trash/waste prevention procedures related to demolition, cutting and patching, installation, protection, and cleaning.
3.02 WASTE MANAGEMENT PLAN IMPLEMENTATION
A. Manager: Designate an on-site person or persons responsible for instructing workers and overseeing and documenting results of the Waste Management Plan.
B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each subcontractor, Owner, and Architect.
C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.
D. Meetings: Discuss trash/waste management goals and issues at project meetings.
1. Prebid meeting.
2. Preconstruction meeting.
3. Regular job-site meetings.
E. Facilities: Provide specific facilities for separation and storage of materials for recycling, salvage, reuse, return, and trash disposal, for use by all contractors and installers.
1. Provide containers as required.
2. Provide adequate space for pick-up and delivery and convenience to subcontractors.
3. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to avoid contamination of materials.
F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable regulations.
G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products in order to prevent contamination of materials and to maximize recyclability of identified materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to prevent contamination of recyclable materials.
H. Reuse of Materials On-Site: Set aside, sort, and protect separated products in preparation for reuse.
I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site.
END OF SECTION 017419
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HVAC Replacement 017800 - 1 Closeout Submittals
SECTION 017800
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Project record documents.
B. Operation and maintenance data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. Section 013000 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples.
B. Section 017000 - Execution and Closeout Requirements: Contract closeout procedures.
C. Individual Product Sections: Specific requirements for operation and maintenance data.
D. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Architect with claim for final Application for Payment.
B. Operation and Maintenance Data:
1. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit completed documents within ten days after acceptance.
2. Submit one copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission.
3. Submit two sets of revised final documents in final form within 10 days after final inspection.
C. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:
1. Drawings.
2. Addenda.
3. Change Orders and other modifications to the Contract.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E. Record Drawings: Legibly mark each item to record actual construction including:
1. Field changes of dimension and detail.
2. Details not on original Contract drawings.
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3.02 OPERATION AND MAINTENANCE DATA
A. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information.
B. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings.
C. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES A. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products.
3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.
2. Identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Complete nomenclature and model number of replaceable parts.
B. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products.
C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions.
Include summer, winter, and any special operating instructions.
D. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.
E. Include manufacturer's printed operation and maintenance instructions.
3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with data arranged in the same sequence as, and identified by, the specification sections.
B. Where systems involve more than one specification section, provide separate tabbed divider for each system.
C. Binders: Commercial quality, 8-1/2 by 11 inch (216 by 280 mm) three D side ring binders with durable plastic covers; 2 inch (50 mm) maximum ring size. When multiple binders are used, correlate data into related consistent groupings.
D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents.
E. Project Directory: Title and address of Project; names, addresses, and telephone numbers of Architect, Consultants, Contractor and subcontractors, with names of responsible parties.
F. Tables of Contents: List every item separated by a divider, using the same identification as on the divider tab; where multiple volumes are required, include all volumes Tables of Contents in each volume, with the current volume clearly identified.
G. Dividers: Provide tabbed dividers for each separate product and system; identify the contents on the divider tab; immediately following the divider tab include a description of product and major component parts of equipment.
H. Text: Manufacturer's printed data, or typewritten data on 20 pound paper.
I. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.
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3.06 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until Date of Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
E. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible company principal.
F. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of product or work item.
G. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing.
Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.
END OF SECTION 017800
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HVAC Replacement 017900 - 1 Demonstration and Training
SECTION 017900
DEMONSTRATION AND TRAINING
PART 1 GENERAL
1.01 SUMMARY
A. Demonstration of products and systems to be commissioned and where indicated in specific specification sections.
B. Training of Owner personnel in operation and maintenance is required for:
1. HVAC systems and equipment.
1.02 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures; except:
1. Make all submittals specified in this section, and elsewhere where indicated for commissioning purposes, directly to the Commissioning Authority.
2. Submit one copy to the Commissioning Authority, not to be returned.
3. Make commissioning submittals on time schedule specified by Commissioning Authority.
4. Submittals indicated as "Draft" are intended for the use of the Commissioning Authority in preparation of overall Training Plan; submit in editable electronic format, Microsoft Word 2003 preferred.
B. Draft Training Plans: Owner will designate personnel to be trained; tailor training to needs and skill-level of attendees.
1. Submit to Commissioning Authority for review and inclusion in overall training plan.
2. Submit not less than four weeks prior to start of training.
3. Revise and resubmit until acceptable.
4. Provide an overall schedule showing all training sessions.
5. Include at least the following for each training session:
a. Identification, date, time, and duration.
b. Description of products and/or systems to be covered. c. Name of firm and person conducting training; include qualifications. d. Intended audience, such as job description.
e. Objectives of training and suggested methods of ensuring adequate training. f. Methods to be used, such as classroom lecture, live demonstrations, hands-on, etc. g. Media to be used, such a slides, hand-outs, etc.
h. Training equipment required, such as projector, projection screen, etc., to be provided by Contractor.
C. Training Manuals: Provide training manual for each attendee; allow for minimum of two attendees per training session.
1. Include applicable portion of O&M manuals.
2. Include copies of all hand-outs, slides, overheads, video presentations, etc., that are not included in O&M manuals.
3. Provide one extra copy of each training manual to be included with operation and maintenance data.
1.03 QUALITY ASSURANCE
A. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of the relevant products and systems.
1. Provide as instructors the most qualified trainer of those contractors and/or installers who actually supplied and installed the systems and equipment.
2. Where a single person is not familiar with all aspects, provide specialists with necessary qualifications.
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PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 DEMONSTRATION - GENERAL
A. Demonstrations conducted during system start-up do not qualify as demonstrations for the purposes of this section, unless approved in advance by Owner.
B. Demonstrations conducted during Functional Testing need not be repeated unless Owner personnel training is specified.
C. Demonstration may be combined with Owner personnel training if applicable.
D. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up, shut-down, seasonal changeover, emergency conditions, and troubleshooting, and maintenance procedures, including scheduled and preventive maintenance.
1. Perform demonstrations not less than two weeks prior to Substantial Completion.
2. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months.
E. Non-Operating Products: Demonstrate cleaning, scheduled and preventive maintenance, and repair procedures.
1. Perform demonstrations not less than two weeks prior to Substantial Completion.
3.02 TRAINING - GENERAL
A. Commissioning Authority will prepare the Training Plan based on draft plans submitted.
B. Conduct training on-site unless otherwise indicated.
C. Owner will provide classroom and seating at no cost to Contractor.
D. Do not start training until Functional Testing is complete, unless otherwise specified or approved by the Commissioning Authority.
E. Provide training in minimum two hour segments.
F. The Commissioning Authority is responsible for determining that the training was satisfactorily completed and will provide approval forms.
G. Training schedule will be subject to availability of Owner's personnel to be trained; re-schedule training sessions as required by Owner; once schedule has been approved by Owner failure to conduct sessions according to schedule will be cause for Owner to charge Contractor for personnel "show-up" time.
H. Review of Facility Policy on Operation and Maintenance Data: During training discuss:
1. The location of the O&M manuals and procedures for use and preservation; backup copies.
2. Typical contents and organization of all manuals, including explanatory information, system narratives, and product specific information.
3. Typical uses of the O&M manuals.
I. Product- and System-Specific Training:
1. Review the applicable O&M manuals.
2. For systems, provide an overview of system operation, design parameters and constraints, and operational strategies.
3. Review instructions for proper operation in all modes, including start-up, shut-down, seasonal changeover and emergency procedures, and for maintenance, including preventative maintenance.
4. Provide hands-on training on all operational modes possible and preventive maintenance.
5. Emphasize safe and proper operating requirements; discuss relevant health and safety issues and emergency procedures.
6. Discuss common troubleshooting problems and solutions.
7. Discuss any peculiarities of equipment installation or operation.
8. Discuss warranties and guarantees, including procedures necessary to avoid voiding coverage.
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9. Review recommended tools and spare parts inventory suggestions of manufacturers.
10. Review spare parts and tools required to be furnished by Contractor.
11. Review spare parts suppliers and sources and procurement procedures.
J. Be prepared to answer questions raised by training attendees; if unable to answer during training session, provide written response within three days.
END OF SECTION 017900
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HVAC Replacement 019113 - 1 General CommissioningRequirements SECTION 019113
GENERAL COMMISSIONING REQUIREMENTS
PART 1 GENERAL
1.01 SUMMARY
A. Commissioning is intended to achieve the following specific objectives; this section specifies the Contractor's responsibilities for commissioning:
1. Verify that the work is installed in accordance with Contract Documents and the manufacturer’s recommendations and instructions, and that it receives adequate operational checkout prior to startup: Startup reports and Prefunctional Checklists executed by Contractor are utilized to achieve this.
2. Verify and document that functional performance is in accordance with Contract Documents: Functional Tests executed by Contractor and witnessed by the Commissioning Authority are utilized to achieve this.
3. Verify that operation and maintenance manuals submitted to Owner are complete:
Detailed operation and maintenance (O&M) data submittals by Contractor are utilized to achieve this.
4. Verify that the Owner’s operating personnel are adequately trained: Formal training conducted by Contractor is utilized to achieve this.
B. The Commissioning Authority directs and coordinates all commissioning activities; this section describes some but not all of the Commissioning Authority's responsibilities.
1.02 RELATED REQUIREMENTS
A. Section 017800 - Closeout Submittals: Scope and procedures for operation and maintenance manuals and project record documents.
PART 2 PRODUCTS
2.01 TEST EQUIPMENT
A. Provide all standard testing equipment required to perform startup and initial checkout and required Functional Testing; unless otherwise noted such testing equipment will NOT become the property of Owner.
B. Calibration Tolerances: Provide testing equipment of sufficient quality and accuracy to test and/or measure system performance with the tolerances specified. If not otherwise noted, the following minimum requirements apply:
1. Temperature Sensors and Digital Thermometers: Certified calibration within past year to accuracy of 0.5 degree F (0.3 degree C) and resolution of plus/minus 0.1 degree F (0.05 degree C).
2. Pressure Sensors: Accuracy of plus/minus 2.0 percent of the value range being measured (not full range of meter), calibrated within the last year.
3. Calibration: According to the manufacturer’s recommended intervals and when dropped or damaged; affix calibration tags or keep certificates readily available for inspection.
C. Equipment-Specific Tools: Where special testing equipment, tools and instruments are specific to a piece of equipment, are only available from the vendor, and are required in order to accomplish startup or Functional Testing, provide such equipment, tools, and instruments as part of the work at no extra cost to Owner; such equipment, tools, and instruments are to become the property of Owner.
D. Dataloggers: Independent equipment and software for monitoring flows, currents, status, pressures, etc. of equipment.
1. Dataloggers required to for Functional Tests will be provided by the Commissioning Authority and will not become the property of Owner.
PART 3 EXECUTION
3.01 COMMISSIONING PLAN
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1. Attend meetings called by the Commissioning Authority for purposes of completing the commissioning plan.
2. Require attendance and participation of relevant subcontractors, installers, suppliers, and manufacturer representatives.
B. Contractor is responsible for compliance with the Commissioning Plan.
C. Commissioning Plan: The commissioning schedule, procedures, and coordination requirements for all parties in the commissioning process.
D. Commissioning Schedule:
1. Submit anticipated dates of startup of each item of equipment and system to Commissioning Authority within 60 days after award of Contract.
2. Re-submit anticipated startup dates monthly, but not less than 4 weeks prior to startup.
3. Prefunctional Checklists and Functional Tests are to be performed in sequence from components, to subsystems, to systems.
4. Provide sufficient notice to Commissioning Authority for delivery of relevant Checklists and Functional Test procedures, to avoid delay.
3.02 STARTUP PLANS AND REPORTS
A. Startup Plans: For each item of equipment and system for which the manufacturer provides a startup plan, submit the plan not less than 8 weeks prior to startup.
B. Startup Reports: For each item of equipment and system for which the manufacturer provides a startup checklist (or startup plan or field checkout sheet), document compliance by submitting the completed startup checklist prior to startup, signed and dated by responsible entity.
C. Submit directly to the Commissioning Authority.
3.03 PREFUNCTIONAL CHECKLISTS
A. A Prefunctional Checklist is required to be filled out for each item of equipment or other assembly specified to be commissioned.
1. No sampling of identical or near-identical items is allowed.
2. These checklists do not replace manufacturers' recommended startup checklists, regardless of apparent redundancy.
3. Prefunctional Checklist forms will not be complete until after award of the contract; the following types of information will be gathered via the completed Checklist forms:
a. Certification by installing contractor that the unit is properly installed, started up, and operating and ready for Functional Testing.
b. Confirmation of receipt of each shop drawing and commissioning submittal specified, itemized by unit.
c. Manufacturer, model number, and relevant capacity information; list information "as specified," "as submitted," and "as installed."
d. Serial number of installed unit.
e. List of inspections to be conducted to document proper installation prior to startup and Functional Testing; these will be primarily static inspections and procedures; for equipment and systems may include normal manufacturer’s start-up checklist items and minor testing.
f. Sensor and actuator calibration information.
B. Contractor is responsible for filling out Prefunctional Checklists, after completion of installation and before startup; witnessing by the Commissioning Authority is not required unless otherwise specified.
1. Each line item without deficiency is to be witnessed, initialed, and dated by the actual witness; checklists are not complete until all line items are initialed and dated complete without deficiencies.
2. Checklists with incomplete items may be submitted for approval provided the Contractor attests that incomplete items do not preclude the performance of safe and reliable Functional Testing; re-submission of the Checklist is required upon completion of remaining items.
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3. Individual Checklists may contain line items that are the responsibility of more than one installer; Contractor shall assign responsibility to appropriate installers or subcontractors, with identification recorded on the form.
4. If any Checklist line item is not relevant, record reasons on the form.
5. Contractor may independently perform startup inspections and/or tests, at Contractor's option.
6. Regardless of these reporting requirements, Contractor is responsible for correct startup and operation.
7. Submit completed Checklists to Commissioning Authority within two days of completion.
C. Commissioning Authority is responsible for furnishing the Prefunctional Checklists to Contractor.
1. Initial Drafts: Contractor is responsible for initial draft of Prefunctional Checklist where so indicated in Contract Documents.
2. Provide all additional information requested by Commissioning Authority to aid in preparation of checklists, such as shop drawing submittals, manufacturers' startup checklists, and O&M data.
3. Commissioning Authority may add any relevant items deemed necessary regardless of whether they are explicitly mentioned in Contract Documents or not.
4. When asked to review the proposed Checklists, do so in a timely manner.
D. Commissioning Authority Witnessing: Required for:
1. Each piece of primary equipment, unless sampling of multiple similar units is allowed by the commissioning plan.
2. A sampling of non-primary equipment, as allowed by the commissioning plan.
E. Deficiencies: Correct deficiencies and re-inspect or re-test, as applicable, at no extra cost to Owner.
1. If difficulty in correction would delay progress, report deficiency to the Commissioning Authority immediately.
3.04 FUNCTIONAL TESTS
A. A Functional Test is required for each item of equipment, system, or other assembly specified to be commissioned, unless sampling of multiple identical or near-identical units is allowed by the final test procedures.
B. Contractor is responsible for execution of required Functional Tests, after completion of Prefunctional Checklist and before closeout.
C. Commissioning Authority is responsible for witnessing and reporting results of Functional Tests, including preparation and completion of forms for that purpose.
D. Contractor is responsible for correction of deficiencies and re-testing at no extra cost to Owner; if a deficiency is not corrected and re-tested immediately, the Commissioning Authority will document the deficiency and the Contractor's stated intentions regarding correction.
1. Deficiencies are any condition in the installation or function of a component, piece of equipment or system that is not in compliance with Contract Documents or does not perform properly.
2. When the deficiency has been corrected, the Contractor completes the form certifying that the item is ready to be re-tested and returns the form to the Commissioning Authority; the Commissioning Authority will reschedule the test and the Contractor shall re-test.
3. Identical or Near-Identical Items: If 10 percent, or three, whichever is greater, of identical or near-identical items fail to perform due to material or manufacturing defect, all items will be considered defective; provide a proposal for correction within 2 weeks after notification of defect, including provision for testing sample installations prior to replacement of all items.
4. Contractor shall bear the cost of Owner and Commissioning Authority personnel time witnessing re-testing.
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5. Contractor shall bear the cost of Owner and Commissioning Authority personnel time witnessing re-testing if the test failed due to failure to execute the relevant Prefunctional Checklist correctly; if the test failed for reasons that would not have been identified in the Prefunctional Checklist process, Contractor shall bear the cost of the second and subsequent re-tests.
E. Functional Test Procedures:
1. Some test procedures are included in Contract Documents; where Functional Test procedures are not included in Contract Documents, test procedures will be determined by the Commissioning Authority with input by and coordination with Contractor.
2. Examples of Functional Testing:
a. Test the dynamic function and operation of equipment and systems (rather than just components) using manual (direct observation) or monitoring methods under full operation (e.g., the chiller pump is tested interactively with the chiller functions to see if the pump ramps up and down to maintain the differential pressure setpoint). b. Systems are tested under various modes, such as during low cooling or heating loads, high loads, component failures, unoccupied, varying outside air temperatures, fire alarm, power failure, etc.
c. Systems are run through all the HVAC control system’s sequences of operation and components are verified to be responding as the sequence's state. d. Traditional air or water test and balancing (TAB) is not Functional Testing; spot checking of TAB by demonstration to the Commissioning Authority is Functional Testing.
F. Deferred Functional Tests: Some tests may need to be performed later, after substantial completion, due to partial occupancy, equipment, seasonal requirements, design or other site conditions; performance of these tests remains the Contractor's responsibility regardless of timing.
3.05 SENSOR AND ACTUATOR CALIBRATION
A. Calibrate all field-installed temperature, relative humidity, carbon monoxide, carbon dioxide, and pressure sensors and gauges, and all actuators (dampers and valves) on this piece of equipment shall be calibrated. Sensors installed in the unit at the factory with calibration certification provided need not be field calibrated.
B. Calibrate using the methods described below; alternate methods may be used, if approved by Commissioning Authority and Owner beforehand. See PART 2 for test instrument requirements. Record methods used on the relevant Prefunctional Checklist or other suitable forms, documenting initial, intermediate and final results.
C. All Sensors:
1. Verify that sensor location is appropriate and away from potential causes of erratic operation.
2. Verify that sensors with shielded cable are grounded only at one end.
3. For sensor pairs that are used to determine a temperature or pressure difference, for temperature make sure they are reading within 0.2 degree F (0.1 degree C) of each other, and for pressure, within tolerance equal to 2 percent of the reading, of each other.
4. Tolerances for critical applications may be tighter.
D. Sensors Without Transmitters - Standard Application:
1. Make a reading with a calibrated test instrument within 6 inches (150 mm) of the site sensor.
2. Verify that the sensor reading, via the permanent thermostat, gauge or building automation system, is within the tolerances in the table below of the instrument-measured value.
3. If not, install offset, calibrate or replace sensor.
E. Sensors With Transmitters - Standard Application.
1. Disconnect sensor.
2. Connect a signal generator in place of sensor.
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3. Connect ammeter in series between transmitter and building automation system control panel.
4. Using manufacturer’s resistance-temperature data, simulate minimum desired temperature.
5. Adjust transmitter potentiometer zero until 4 mA is read by the ammeter.
6. Repeat for the maximum temperature matching 20 mA to the potentiometer span or maximum and verify at the building automation system.
7. Record all values and recalibrate controller as necessary to comply with specified control ramps, reset schedules, proportional relationship, reset relationship and P/I reaction.
8. Reconnect sensor.
9. Make a reading with a calibrated test instrument within 6 inches (150 mm) of the site sensor.
10. Verify that the sensor reading, via the permanent thermostat, gauge or building automation system, is within the tolerances in the table below of the instrument-measured value.
11. If not, replace sensor and repeat.
12. For pressure sensors, perform a similar process with a suitable signal generator.
F. Sensor Tolerances for Standard Applications: Plus/minus the following maximums:
1. Watthour, Voltage, Amperage: 1 percent of design.
2. Pressure, Air, Water, Gas: 3 percent of design.
3. Air Temperatures (Outside Air, Space Air, Duct Air): 0.4 degrees F (0.2 degree C).
4. Relative Humidity: 4 percent of design.
5. Barometric Pressure: 0.1 inch of Hg (340 Pa).
6. Flow Rate, Air: 10 percent of design.
7. Flow Rate, Water: 4 percent of design.
8. AHU Wet Bulb and Dew Point: 2.0 degrees F (1.1 degrees C).
G. Critical Applications: For some applications more rigorous calibration techniques may be required for selected sensors. Describe any such methods used on an attached sheet.
H. Valve/Damper Stroke Setup and Check:
1. For all valve/damper actuator positions checked, verify the actual position against the control system readout.
2. Set pump/fan to normal operating mode.
3. Command valve/damper closed; visually verify that valve/damper is closed and adjust output zero signal as required.
4. Command valve/damper to open; verify position is full open and adjust output signal as required.
5. Command valve/damper to a few intermediate positions.
6. If actual valve/damper position does not reasonably correspond, replace actuator or add pilot positioner (for pneumatics).
I. Isolation Valve or System Valve Leak Check: For valves not associated with coils.
1. With full pressure in the system, command valve closed.
2. Use an ultra-sonic flow meter to detect flow or leakage.
3.06 TEST PROCEDURES - GENERAL
A. Provide skilled technicians to execute starting of equipment and to execute the Functional Tests. Ensure that they are available and present during the agreed upon schedules and for sufficient duration to complete the necessary tests, adjustments and problem-solving.
B. Provide all necessary materials and system modifications required to produce the flows, pressures, temperatures, and conditions necessary to execute the test according to the specified conditions. At completion of the test, return all affected equipment and systems to their pre-test condition.
C. Sampling: Where Functional Testing of fewer than the total number of multiple identical or near-identical items is explicitly permitted, perform sampling as follows:
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1. Identical Units: Defined as units with same application and sequence of operation; only minor size or capacity difference.
2. Sampling is not allowed for:
a. Major equipment.
b. Life-safety-critical equipment.
c. Prefunctional Checklist execution.
3. XX = the percent of the group of identical equipment to be included in each sample; defined for specific type of equipment.
4. YY = the percent of the sample that if failed will require another sample to be tested; defined for specific type of equipment.
5. Randomly test at least XX percent of each group of identical equipment, but not less than three units. This constitutes the "first sample."
6. If YY percent of the units in the first sample fail, test another XX percent of the remaining identical units.
7. If YY percent of the units in the second sample fail, test all remaining identical units.
8. If frequent failures occur, resulting in more troubleshooting than testing, the Commissioning Authority may stop the testing and require Contractor to perform and document a checkout of the remaining units prior to continuing testing.
D. Manual Testing: Use hand-held instruments, immediate control system readouts, or direct observation to verify performance (contrasted to analyzing monitored data taken over time to make the “observation”).
E. Simulating Conditions: Artificially create the necessary condition for the purpose of testing the response of a system; for example apply hot air to a space sensor using a hair dryer to see the response in a VAV box.
F. Simulating Signals: Disconnect the sensor and use a signal generator to send an amperage, resistance or pressure to the transducer and control system to simulate the sensor value.
G. Over-Writing Values: Change the sensor value known to the control system in the control system to see the response of the system; for example, change the outside air temperature value from 50 degrees F to 75 degrees F to verify economizer operation.
H. Indirect Indicators: Remote indicators of a response or condition, such as a reading from a control system screen reporting a damper to be 100 percent closed, are considered indirect indicators.
I. Monitoring: Record parameters (flow, current, status, pressure, etc.) of equipment operation using dataloggers or the trending capabilities of the relevant control systems; where monitoring of specific points is called for in Functional Test Procedures:
1. All points that are monitored by the relevant control system shall be trended by Contractor; at the Commissioning Authority’s request, Contractor shall trend up to 20 percent more points than specified at no extra charge.
2. Other points will be monitored by the Commissioning Authority using dataloggers.
3. At the option of the Commissioning Authority, some control system monitoring may be replaced with datalogger monitoring.
4. Provide hard copies of monitored data in columnar format with time down left column and at least 5 columns of point values on same page.
5. Graphical output is desirable and is required for all output if the system can produce it.
6. Monitoring may be used to augment manual testing.
3.07 OPERATION AND MAINTENANCE MANUALS
A. See Section 017800 - Closeout Submittals for additional requirements.
B. Add design intent documentation furnished by Architect to manuals prior to submission to Owner.
C. Submit manuals related to items that were commissioned to Commissioning Authority for review; make changes recommended by Commissioning Authority. 253
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END OF SECTION 019113
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HVAC Replacement 024100 - 1 Demolition
SECTION 024100
DEMOLITION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Selective demolition of building elements for alteration purposes.
1.02 RELATED REQUIREMENTS
A. Section 011000 - Summary: Limitations on Contractor's use of site and premises.
B. Section 015000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.
C. Section 017000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.
D. Section 017419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling.
1.03 DEFINITIONS
A. Remove: Detach or dismantle items from existing construction and dispose of them off site, unless items are indicated to be salvaged or reinstalled.
B. Remove and Salvage: Detach or dismantle items from existing construction in a manner to prevent damage. Clean, package, label and deliver salvaged items to Owner in ready-forreuse condition.
C. Existing to Remain: Designation for existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.
1.04 REFERENCE STANDARDS
A. 29 CFR 1926 - Safety and Health Regulations for Construction Current Edition.
PART 2 PRODUCTS -- NOT USED
PART 3 EXECUTION
3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS
A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.
1. Obtain required permits.
2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.
3. Provide, erect, and maintain temporary barriers and security devices.
4. Conduct operations to minimize effects on and interference with adjacent structures and occupants.
5. Do not close or obstruct roadways or sidewalks without permits from authority having jurisdiction.
6. Conduct operations to minimize obstruction of public and private entrances and exits. Do not obstruct required exits at any time. Protect persons using entrances and exits from removal operations.
7. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon, or limit access to their property.
B. Do not begin removal until receipt of notification to proceed from Owner.
C. Protect existing structures and other elements to remain in place and not removed.
1. Provide bracing and shoring.
2. Prevent movement or settlement of adjacent structures.
3. Stop work immediately if adjacent structures appear to be in danger. 256
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3.02 SELECTIVE DEMOLITION FOR ALTERATIONS
A. Existing construction and utilities indicated on drawings are based on casual field observation and existing record documents only.
1. Verify construction and utility arrangements are as indicated.
2. Report discrepancies to Architect before disturbing existing installation.
3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.
B. Remove existing work as indicated and required to accomplish new work.
1. Remove items indicated on drawings.
C. Services including, but not limited to, HVAC, Plumbing, Fire Protection, and Electrical: Remove existing systems and equipment as indicated.
1. Maintain existing active systems to remain in operation, and maintain access to equipment and operational components.
2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.
3. Verify that abandoned services serve only abandoned facilities before removal.
4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings. Remove back to source of supply where possible, otherwise cap stub and tag with identification.
D. Protect existing work to remain.
1. Prevent movement of structure. Provide shoring and bracing as required.
2. Perform cutting to accomplish removal work neatly and as specified for cutting new work.
3. Repair adjacent construction and finishes damaged during removal work.
4. Patch to match new work.
3.03 DEBRIS AND WASTE REMOVAL
A. Remove debris, junk, and trash from site.
B. Leave site in clean condition, ready for subsequent work.
C. Clean up spillage and wind-blown debris from public and private lands.
END OF SECTION 024100
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HVAC Replacement 075423 - 1 Thermoplastic Polyolefin (TPO) Membrane Roofing
SECTION 075423
THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Adhered system with thermoplastic polyolefin (TPO) roofing membrane.
B. Insulation, flat and tapered.
C. Deck sheathing.
D. Cover Board.
1.02 RELATED REQUIREMENTS
A. Section 076200 - Sheet Metal Flashing and Trim: Counterflashings.
1.03 REFERENCE STANDARDS
A. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing 2017.
B. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board 2022a.
C. ASTM D638 - Standard Test Method for Tensile Properties of Plastics 2022.
D. ASTM D6878/D6878M - Standard Specification for Thermoplastic Polyolefin-Based Sheet Roofing 2021.
E. ASTM E1980 - Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces 2011 (Reapproved 2019).
F. FM DS 1-28 - Wind Design 2015, with Editorial Revision (2022).
G. FM DS 1-29 - Roof Deck Securement and Above-Deck Roof Components 2016, with Editorial Revision (2022).
H. NRCA (RM) - The NRCA Roofing Manual 2023.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene one week before starting work of this section.
1. Review preparation and installation procedures and coordinating and scheduling required with related work.
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Product Data: Provide manufacturer's written information listed below.
1. Product data indicating membrane materials, flashing materials, insulation, vapor retarder, surfacing, and fasteners.
2. Preparation instructions and recommendations.
3. Storage and handling requirements.
C. Manufacturer's Field Reports: Indicate procedures followed, ambient temperatures, humidity, wind velocity during application, and supplementary instructions given.
D. Manufacturer's Installation Instructions: Indicate membrane seaming precautions and perimeter conditions requiring special attention.
E. Warranty:
1. Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.
2. Submit installer's certification that installation complies with all warranty conditions for the waterproof membrane.
1.06 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing the work of this section:
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1. With minimum five (5) years documented experience.
2. Approved by membrane manufacturer.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact.
B. Protect products in weather protected environment, clear of ground and moisture.
C. Protect foam insulation from direct exposure to sunlight.
D. Provide Safety Data Sheets (SDS) at the project site at all times during transportation, storage, and installation of materials.
E. Comply with requirements from Owner to prevent overloading or disturbance of the structure when loading materials onto the roof.
1.08 FIELD CONDITIONS
A. Do not apply roofing membrane during unsuitable weather. Refer to manufacturer's written instructions.
B. Do not apply roofing membrane when ambient temperature is below 40 degrees F (5 degrees C) or above 85 degrees F (30 degrees C).
C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.
D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.
E. Proceed with work so new roofing materials are not subject to construction traffic as work progresses.
F. Do not allow grease, oil, fats, or other contaminants to come into direct contact with membrane.
1.09 WARRANTY
A. See Section 017800 - Closeout Submittals for additional warranty requirements.
B. Material Warranty: Provide membrane manufacturer's warranty agreeing to replace material that shows manufacturing defects within 10 years after installation.
PART 2 PRODUCTS
2.01 MANUFACTURER
A. Carlisle SynTec Systems: www.carlisle-syntec.com.
B. Soprema Inc.: www.soprema.us.
C. Johns Manville: www.jm.com.
2.02 ROOFING APPLICATIONS
A. TPO Membrane Roofing: One ply membrane, over insulation and cover board.
B. Roofing Assembly Performance Requirements and Design Criteria:
1. Solar Reflectance Index (SRI): 78, minimum, calculated in accordance with ASTM E1980. a. Field applied coating may not be used to achieve specified SRI.
2. Insulation Thermal Resistance (R-Value): Provide Match existing roof insulation thickness.
3. Drainage: No standing water within 48 hours after precipitation.
2.03 ROOFING MEMBRANE AND ASSOCIATED MATERIALS
A. Single Source Responsibility: Provide and install products from single source.
B. Membrane:
1. Material: Thermoplastic Polyolefin (TPO) complying with ASTM D6878/D6878M.
2. Reinforcing: Internal fabric.
3. Thickness: 45 mil (0.045 inch) (1.1 mm), minimum.
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4. Color: White.
5. Products:
a. Carlisle SynTec Systems; Sure-Weld EXTRA.
C. Seaming Materials: As recommended by membrane manufacturer.
D. Flexible Flashing Material: Same material as membrane.
E. Base Flashing: Provide waterproof, fully adhered base flashing system at all penetrations, plane transitions, and terminations.
2.04 DECK SHEATHING AND COVER BOARDS
A. Deck Sheathing and Cover Board: Glass mat faced gypsum panels, ASTM C1177/C1177M, fire resistant type, 1/4 inch (6 mm) thick.
1. Products:
a. GP Dens-Deck Prime, distributed by Carlisle.
2.05 INSULATION
A. Polyisocyanurate (ISO) Board Insulation: Complies with ASTM C1289, Type II, Class 1 - Faced with glass-reinforced felt on both surfaces of core foam.
1. Grade and Compressive Strength: Grade 2, 20 psi (Grade 2, 138 kPa), minimum.
2. Board Thickness: 1/2 inch (12.7 mm).
3. Product: Carlisle InsulBase.
2.06 ACCESSORIES
A. Prefabricated Flashing Accessories:
1. Corners and Seams: Same material as membrane, in manufacturer's standard thicknesses.
2. Penetrations: Same material as membrane, with manufacturer's standard cut-outs, rigid inserts, clamping rings, and flanges.
a. Carlisle SynTec Systems; Sure-Weld TPO Molded Pipe Flashings; for pipes 1 inch to 6 inches (25 mm to 152 mm) in diameter.
b. Carlisle SynTec Systems; Sure-Weld TPO Split Pipe Seals; for pipes 1 inch to 6 inches (25 mm to 152 mm) in diameter.
c. Carlisle SynTec Systems; Sure-Weld TPO Square Tubing Wraps. 3 inches (76 mm), 4 inches (101 mm), and 6 inches (152 mm) square.
3. Sealant Pockets: Same material as membrane, with manufacturer's standard accessories, in manufacturer's standard configuration.
4. Pressure Sensitive Cover Strips: 6 inches (152 mm) wide, 45 mil, 0.045 inch (1.1 mm) thick, non-reinforced TPO membrane laminated to 35 mil, 0.035 inch (0.9 mm) thick cured synthetic rubber with pressure sensitive adhesive.
5. Pressure Sensitive Cover Strips: 6 inches (152 mm) wide, 45 mil, 0.045 inch (1.1 mm) thick, non-reinforced TPO membrane laminated to 35 mil, 0.035 inch (0.9 mm) thick cured synthetic rubber with pressure sensitive adhesive.
6. Miscellaneous Flashing: Non-reinforced TPO membrane; 80 mil, 0.080 inch (2.0 mm) thick, in manufacturer's standard lengths and widths.
B. Insulation Adhesive: Two-component polyurethane, expanding foam.
1. Products:
a. Carlisle Flexible FAST.
C. Insulation Joint Tape: Glass fiber reinforced type as recommended by insulation manufacturer, compatible with roofing materials; 6 inches (150 mm) wide; self adhering.
D. Insulation Fasteners: Appropriate for purpose intended and approved by roofing manufacturer.
E. Membrane Adhesive: As recommended by membrane manufacturer.
1. Carlisle SynTec Systems; Sure-Weld Bonding Adhesive.
2. Product:
F. Surface Conditioner for Adhesives: Compatible with membrane and adhesives. 260
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G. Sealants: As recommended by membrane manufacturer.
1. Product:
H. Cleaner: Manufacturer's standard, clear, solvent-based cleaner.
1. Product: Carlisle Weathered Membrane Cleaner.
I. Edgings and Terminations: Manufacturer's standard edge and termination accessories.
1. TPO Coated Sheet Metal.
PART 3 EXECUTION
3.01 INSTALLATION - GENERAL
A. Perform work in accordance with manufacturer's instructions and NRCA (RM) applicable requirements.
B. Do not apply roofing membrane during unsuitable weather.
C. Do not apply roofing membrane when ambient temperature is outside the temperature range recommended by manufacturer.
D. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.
E. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.
3.02 INSULATION APPLICATION
A. Lay subsequent layers of insulation with joints staggered minimum 6 inch (152 mm) from joints of preceding layer.
B. Lay boards with edges in moderate contact without forcing, and gap between boards no greater than 1/4 inch (6.3 mm). Cut insulation to fit neatly to perimeter blocking and around penetrations through roof.
C. Tape joints of insulation in accordance with roofing and insulation manufacturers' instructions.
D. Do not apply more insulation than can be completely waterproofed in the same day.
3.03 MEMBRANE APPLICATION
A. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching.
B. Shingle joints on sloped substrate in direction of drainage.
C. Seam Welding:
1. Seam Welding: Overlap edges and ends and seal seams by heat welding, minimum 2 inches (51 mm).
2. Cover seams with manufacturer's recommended joint covers.
3. Probe seams once welds have thoroughly cooled, in approximately 30 minutes.
4. Repair deficient seams within the same day.
5. Seal cut edges of reinforced membrane after seam probe is complete.
D. At intersections with vertical surfaces:
1. Extend membrane over cant strips and up a minimum of 4 inches (100 mm) onto vertical surfaces.
2. Fully adhere flexible flashing over membrane and up to nailing strips.
E. Coordinate installation of roof drains and sumps and related flashings. Locate all field splices away from low areas and roof drains. Lap upslope sheet over downslope sheet.
F. Daily Seal: Install daily seal per manufacturers instructions at the end of each work day.
Prevent infiltration of water at incomplete flashings, terminations, and at unfinished membrane edges.
3.04 CLEANING
A. See Section 017000 - Execution and Closeout Requirements for additional requirements.
B. Remove bituminous markings from finished surfaces.
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C. In areas where finished surfaces are soiled by work of this section, consult manufacturer of surfaces for cleaning advice and conform to their documented instructions.
D. Repair or replace defaced or damaged finishes caused by work of this section.
3.05 PROTECTION
A. Protect installed roofing and flashings from construction operations.
B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials.
END OF SECTION 075423
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HVAC Replacement 076200 - 1 Sheet Metal Flashing and Trim SECTION 076200
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings and counterflashings.
B. Sealants for joints within sheet metal fabrications.
1.02 REFERENCE STANDARDS
A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or ZincIron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2020.
B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.
C. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos-Free 2007 (Reapproved 2018).
D. SMACNA (ASMM) - Architectural Sheet Metal Manual 2012.
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.
1.04 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and standard details, except as otherwise indicated.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.
B. Prevent contact with materials that could cause discoloration or staining.
PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24-gauge,
0.0239-inch (0.61 mm) thick base metal.
2.02 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion or defects.
B. Form pieces in longest possible lengths.
C. Hem exposed edges on underside 1/2 inch (13 mm); miter and seam corners.
D. Form material with flat lock seams, except where otherwise indicated; at moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.
E. Fabricate corners from one piece with minimum 18-inch (450 mm) long legs; seam for rigidity, seal with sealant.
2.03 ACCESSORIES
A. Fasteners: Galvanized steel, with soft neoprene washers.
B. Underlayment: ASTM D2178/D2178M, glass fiber roofing felt.
C. Primer Type: Zinc chromate.
D. Concealed Sealants: Non-curing butyl sealant.
E. Exposed Sealants: ASTM C920; elastomeric sealant, with minimum movement capability as recommended by manufacturer for substrates to be sealed; color to match adjacent material.
F. Asphalt Roof Cement: ASTM D4586/D4586M, Type I, asbestos-free. 264
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3.01 EXAMINATION
A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located.
B. Verify roofing termination and base flashings are in place, sealed, and secure.
3.02 INSTALLATION
A. Comply with SMACNA details.
B. Secure flashings in place using concealed fasteners, and use exposed fasteners only where permitted..
C. Apply plastic cement compound between metal flashings and felt flashings.
D. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines accurate to profiles.
END OF SECTION 076200
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HVAC Replacement 078400 - 1 Firestopping
SECTION 078400
FIRESTOPPING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Firestopping systems.
B. Firestopping of joints and penetrations in fire-resistance-rated and smoke-resistant assemblies, whether indicated on drawings or not, and other openings indicated.
1.02 REFERENCE STANDARDS
A. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials 2020.
B. ASTM E814 - Standard Test Method for Fire Tests of Penetration Firestop Systems 2013a (Reapproved 2017).
C. ASTM E1966 - Standard Test Method for Fire-Resistive Joint Systems 2015 (Reapproved 2019).
D. ASTM G21 - Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi 2015, with Editorial Revision (2021).
E. ITS (DIR) - Directory of Listed Products current edition.
F. FM (AG) - FM Approval Guide current edition.
G. SCAQMD 1168 - Adhesive and Sealant Applications 1989, with Amendment (2022).
H. UL 1479 - Standard for Fire Tests of Penetration Firestops Current Edition, Including All Revisions.
I. UL 2079 - Standard for Tests for Fire Resistance of Building Joint Systems Current Edition, Including All Revisions.
J. UL (DIR) - Online Certifications Directory Current Edition.
K. UL (FRD) - Fire Resistance Directory Current Edition.
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Schedule of Firestopping: List each type of penetration, fire rating of the penetrated assembly, and firestopping test or design number.
C. Product Data: Provide data on product characteristics, performance ratings, and limitations.
D. Sustainable Design Submittal: Submit VOC content documentation for nonpreformed materials.
E. Installer's qualification statement.
1.04 QUALITY ASSURANCE
A. Fire Testing: Provide firestopping assemblies of designs that provide the scheduled fire ratings when tested in accordance with methods indicated.
1. Listing in UL (FRD), FM (AG), or ITS (DIR) will be considered as constituting an acceptable test report.
B. Installer Qualifications: Company specializing in performing the work of this section and:
1. Trained by manufacturer.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Firestopping Manufacturers:
1. 3M Fire Protection Products: www.3m.com/firestop
2. Hilti, Inc: www.hilti.com
3. Specified Technologies Inc: www.stifirestop.com
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2.02 MATERIALS
A. Firestopping Materials: Any materials meeting requirements.
B. Volatile Organic Compound (VOC) Content: Provide products having VOC content lower than that required by SCAQMD 1168.
C. Mold and Mildew Resistance: Provide firestopping materials with mold and mildew resistance rating of zero(0) in accordance with ASTM G21.
D. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Provide type of materials as required for tested firestopping assembly.
E. Fire Ratings: Refer to drawings for required systems and ratings.
2.03 FIRESTOPPING ASSEMBLY REQUIREMENTS
A. Through Penetration Firestopping: Use system that has been tested according to ASTM E814 to have fire resistance F Rating equal to required fire rating of penetrated assembly.
1. Temperature Rise: Provide systems that have been tested to show T Rating as indicated.
2. Listing by FM (AG), ITS (DIR), UL (DIR), or UL (FRD) in their certification directories will be considered evidence of successful testing.
2.04 FIRESTOPPING SYSTEMS
A. Firestopping: Any material meeting requirements.
1. Fire Ratings: See drawings for required systems and ratings.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify openings are ready to receive the work of this section.
3.02 PREPARATION
A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other materials that could adversely affect bond of firestopping material.
B. Remove incompatible materials that could adversely affect bond.
C. Install backing materials to prevent liquid material from leakage.
3.03 INSTALLATION
A. Install materials in manner described in fire test report and in accordance with manufacturer's instructions, completely closing openings.
3.04 CLEANING
A. Clean adjacent surfaces of firestopping materials.
3.05 PROTECTION
A. Protect adjacent surfaces from damage by material installation.
END OF SECTION 078400
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HVAC Replacement 079200 - 1 Joint Sealants
SECTION 079200
JOINT SEALANTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Nonsag gunnable joint sealants.
1.02 REFERENCE STANDARDS
A. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.
B. ASTM C1193 - Standard Guide for Use of Joint Sealants 2016 (Reapproved 2023).
C. SCAQMD 1168 - Adhesive and Sealant Applications 1989, with Amendment (2022).
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Product Data: Submit manufacturer's technical datasheets for each product to be used; include the following:
1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability.
2. List of backing materials approved for use with the specific product.
3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.
4. Substrates the product should not be used on.
C. Product Data for Accessory Products: Submit manufacturer's technical data sheet for each product to be used, including physical characteristics, installation instructions, and recommended tools.
D. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for selection.
E. Executed warranty.
1.04 WARRANTY
A. See Section 017800 - Closeout Submittals for additional warranty requirements.
B. Manufacturer Warranty: Provide 2-year manufacturer warranty for installed sealants and accessories that fail to achieve a watertight seal, exhibit loss of adhesion or cohesion, or do not cure. Complete forms in Owner's name and register with manufacturer.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Nonsag Sealants:
1. Dow: www.dow.com.
2. Pecora Corporation: www.pecora.com.
3. Sika Corporation: www.usa.sika.com
4. Tremco Commercial Sealants & Waterproofing: www.tremcosealants.com.
5. W.R. Meadows, Inc: www.wrmeadows.com.
2.02 JOINT SEALANT APPLICATIONS
A. Scope:
1. Exterior Joints:
a. Seal open joints except open joints indicated on drawings as not sealed. b. Seal the following joints:
1) Joints between different exposed materials.
B. Exterior Joints: Use nonsag nonstaining silicone sealant, unless otherwise indicated.
2.03 JOINT SEALANTS - GENERAL
A. Sealants and Primers: Provide products having lower volatile organic compound (VOC) content than indicated in SCAQMD 1168.
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2.04 NONSAG JOINT SEALANTS
A. Nonstaining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic.
1. Movement Capability: Plus 100 percent and minus 50 percent, minimum.
2. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.
3. Products:
a. Dow; DOWSIL 790 Silicone Building Sealant: www.dow.com. b. Pecora Corporation; Pecora 890 NST (Non-Staining Technology): www.pecora.com. c. Sika Corporation; Sikasil WS-290: www.usa.sika.com.
d. Tremco Commercial Sealants & Waterproofing; Spectrem 1:
www.tremcosealants.com.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that joints are ready to receive work.
B. Verify that backing materials are compatible with sealants.
C. Verify that backer rods are of the correct size.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable.
3.03 INSTALLATION
A. Install this work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.
B. Provide joint sealant installations complying with ASTM C1193.
C. Install bond breaker backing tape where backer rod cannot be used.
D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces.
E. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed.
F. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.
END OF SECTION 079200
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HVAC Replacement 230529 - 1 Hangers and Supports for HVACPiping and Equipment SECTION 230529
HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Support and attachment components.
1.02 RELATED REQUIREMENTS
A. Section 230548 - Vibration and Seismic Controls for HVAC.
1.03 REFERENCE STANDARDS
A. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products 2017.
B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware 2016a.
C. ASTM A181/A181M - Standard Specification for Carbon Steel Forgings, for General-Purpose Piping 2022.
D. ASTM A36/A36M - Standard Specification for Carbon Structural Steel 2019.
E. ASTM A47/A47M - Standard Specification for Ferritic Malleable Iron Castings 1999, with Editorial Revision (2018).
F. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates 2018.
G. ASTM A395/A395M - Standard Specification for Ferritic Ductile Iron Pressure-Retaining Castings for Use at Elevated Temperatures 1999 (Reapproved 2018).
H. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or ZincIron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2020.
I. ASTM B633 - Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel 2019.
J. MSS SP-58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation 2018, with Amendment (2019).
PART 2 PRODUCTS
2.01 SUPPORT AND ATTACHMENT COMPONENTS
A. General Requirements:
1. Provide all required hangers, supports, anchors, fasteners, fittings, accessories, and hardware as necessary for the complete installation of plumbing work.
2. Provide products listed, classified, and labeled as suitable for the purpose intended, where applicable.
3. Where support and attachment component types and sizes are not indicated, select in accordance with manufacturer's application criteria as required for the load to be supported. Include consideration for vibration, equipment operation, and shock loads where applicable.
4. Steel Components: Use corrosion resistant materials suitable for the environment where installed.
a. Zinc-Plated Steel: Electroplated in accordance with ASTM B633. b. Galvanized Steel: Hot-dip galvanized after fabrication in accordance with ASTM A123/A123M or ASTM A153/A153M.
B. Strut Channels:
1. Manufacturers:
a. B-Line, a brand of Eaton Corporation: www.eaton.com. b. Unistrut, a brand of Atkore International Inc: www.unistrut.com. c. Substitutions: See Section 016000 - Product Requirements. 270
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HVAC Replacement 230529 - 2 Hangers and Supports for HVACPiping and Equipment
2. ASTM A653/A653M galvanized steel bracket with clamps for surface mounting of piping or plumbing equipment support.
3. Channel or Bracket Kits: Include rods, brackets, end-fixed fittings, covers, clips, and other related hardware required to complete sectional trapeze section for piping or other support.
C. Pipe Supports:
1. Material: ASTM A395/A395M ductile iron, ASTM A36/A36M carbon steel, ASTM A47/A47M malleable iron, ASTM A181/A181M forged steel, or ASTM A283/A283M steel.
2. Liquid Temperatures Up To 122 degrees F (50 degrees C):
a. Overhead Support: MSS SP-58 Types 1, 3 through 12.
b. Support From Below: MSS SP-58 Types 35 through 38.
D. Anchors and Fasteners:
1. Manufacturers - Mechanical Anchors:
a. Hilti, Inc: www.us.hilti.com.
b. Powers Fasteners, Inc: www.powers.com.
c. Simpson Strong-Tie Company Inc: www.strongtie.com.
d. Substitutions: See Section 016000 - Product Requirements.
2. Unless otherwise indicated and where not otherwise restricted, use the anchor and fastener types indicated for the specified applications.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Provide independent support from building structure. Do not provide support from piping, ductwork, conduit, or other systems.
C. Unless specifically indicated or approved by Architect, do not provide support from suspended ceiling support system or ceiling grid.
D. Unless specifically indicated or approved by Architect, do not provide support from roof deck.
E. Do not penetrate or otherwise notch or cut structural members without approval of Structural Engineer.
F. Equipment Support and Attachment:
1. Use metal fabricated supports or supports assembled from metal channel (strut) to support equipment as required.
2. Use metal channel (strut) secured to studs to support equipment surface-mounted on hollow stud walls when wall strength is not sufficient to resist pull-out.
3. Use metal channel (strut) to support surface-mounted equipment in wet or damp locations to provide space between equipment and mounting surface.
4. Securely fasten floor-mounted equipment. Do not install equipment such that it relies on its own weight for support.
G. Secure fasteners according to manufacturer's recommended torque settings.
H. Remove temporary supports.
END OF SECTION 230529
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HVAC Replacement 230548 - 1 Vibration and Seismic Controls forHVAC SECTION 230548
VIBRATION AND SEISMIC CONTROLS FOR HVAC
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Vibration-isolated equipment support bases.
B. Vibration isolators.
C. Seismic restraint systems.
D. Vibration-isolated and/or seismically engineered roof curbs.
1.02 RELATED REQUIREMENTS
A. Section 230529 - Hangers and Supports for HVAC Piping and Equipment.
1.03 REFERENCE STANDARDS
A. ASHRAE (HVACA) - ASHRAE Handbook - HVAC Applications Most Recent Edition Cited by Referring Code or Reference Standard.
B. SMACNA (SRM) - Seismic Restraint Manual Guidelines for Mechanical Systems 2008.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Product Data: Provide manufacturer's standard catalog pages and data sheets for products, including materials, fabrication details, dimensions, and finishes.
1. Vibration Isolators: Include rated load capacities and deflections; include information on color coding or other identification methods for spring element load capacities.
2. Seismic Controls: Include seismic load capacities.
C. Shop Drawings - Vibration Isolation Systems:
1. Include dimensioned plan views and sections indicating proposed arrangement of vibration isolators; indicate equipment weights and static deflections.
2. Vibration-Isolated Equipment Support Bases: Include base weights, including concrete fill where applicable; indicate equipment mounting provisions.
D. Manufacturer's Instructions: Indicate application conditions and limitations of use stipulated by product testing agency. Include instructions for storage, handling, protection, examination, preparation, and installation of product.
E. Manufacturer’s detailed field testing and inspection procedures.
PART 2 PRODUCTS
2.01 VIBRATION-ISOLATED EQUIPMENT SUPPORT BASES
A. Manufacturers:
1. Vibration-Isolated Equipment Support Bases:
a. Mason Industries: www.mason-ind.com.
b. Thybar Corp.: www.thybar.com.
c. Substitutions: See Section 016000 - Product Requirements.
2.02 VIBRATION ISOLATORS
A. Manufacturers:
1. Vibration Isolators:
a. Mason Industries: www.mason-ind.com.
b. Thybar Corp.: www.thybar.com.
c. Substitutions: See Section 016000 - Product Requirements.
B. General Requirements:
1. Resilient Materials for Vibration Isolators: Oil, ozone, and oxidant resistant.
2. Spring Elements for Spring Isolators:
a. Color code or otherwise identify springs to indicate load capacity. 272
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HVAC Replacement 230548 - 2 Vibration and Seismic Controls forHVAC b. Lateral Stability: Minimum lateral stiffness to vertical stiffness ratio of 0.8. c. Designed to operate in the linear portion of their load versus deflection curve over deflection range of not less than 50 percent above specified deflection. d. Designed to provide additional travel to solid of not less than 50 percent of rated deflection at rated load.
e. Selected to provide designed deflection of not less than 75 percent of specified deflection.
f. Selected to function without undue stress or overloading.
3. Seismic Snubbing Elements for Seismic Isolators:
a. Air Gap: Between 0.125 inches (3 mm) and 0.25 inches (6 mm) unless otherwise indicated.
b. Points of Contact: Cushioned with resilient material, minimum 0.25 inch (6 mm) thick; capable of being visually inspected for damage and replaced.
C. Vibration Isolators for Nonseismic Applications:
1. Resilient Material Isolator Pads:
a. Description: Single or multiple layer pads utilizing elastomeric (e.g., neoprene, rubber) or fiberglass isolator material.
b. Pad Thickness: As required for specified minimum static deflection; minimum 0.25 inch (6 mm) thickness.
c. Multiple Layer Pads: Provide bonded, galvanized sheet metal separation plate between each layer.
2. Housed Spring Isolators:
a. Description: Isolator assembly consisting of single or multiple free-standing, laterally stable steel spring(s) within a metal housing.
b. Furnished with integral elastomeric snubbing elements, nonadjustable type, for limiting equipment movement and preventing metal-to-metal contact between housing elements.
c. Bottom Load Plate: Steel with nonskid, elastomeric isolator pad with provisions for bolting to supporting structure as required.
d. Furnished with integral leveling device for positioning and securing supported equipment.
3. Restrained Spring Isolators, Nonseismic:
a. Description: Isolator assembly consisting of single or multiple free-standing, laterally stable steel spring(s) within a metal housing designed to prevent movement of supported equipment above an adjustable vertical limit stop. b. Bottom Load Plate: Steel with nonskid elastomeric isolator pad with provisions for bolting to supporting structure as required.
c. Furnished with integral leveling device for positioning and securing supported equipment.
d. Provides constant free and operating height.
D. Vibration Isolators for Seismic Applications:
1. Resilient Material Isolator Mounts, Seismic:
a. Description: Mounting assemblies for bolting equipment to supporting structure utilizing elastomeric (e.g., neoprene, rubber) isolator material; specifically designed and rated for seismic applications with integral snubbing in all directions.
2. Restrained Spring Isolators, Seismic:
a. Description: Isolator assembly consisting of single or multiple free-standing, laterally stable steel spring(s) in series with elastomeric (e.g., neoprene, rubber) isolator material within a metal housing designed to prevent movement of supported equipment above an adjustable vertical limit stop; specifically designed and rated for seismic applications with integral snubbing in all directions. b. Bottom Load Plate: Steel with provisions for bolting to supporting structure as required.
c. Furnished with integral leveling device for positioning and securing supported equipment.
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HVAC Replacement 230548 - 3 Vibration and Seismic Controls forHVAC d. Provides constant free and operating height.
2.03 ACOUSTICAL AND VIBRATION ISOLATORS
A. Manufacturers:
1. Acoustical and Vibration Isolators:
a. HoldRite, a brand of Reliance Worldwide Corporation: www.holdrite.com. b. Substitutions: See Section 016000 - Product Requirements.
B. General Requirements:
1. Acoustical Isolation System: Through-stud isolators, pipe clamps, riser clamp pads, neoprene and felt lining material and associated support brackets.
2.04 VIBRATION-ISOLATED AND/OR SEISMICALLY ENGINEERED ROOF CURBS A. Manufacturers:
1. Vibration-Isolated and/or Seismically Engineered Roof Curbs:
a. Mason Industries: www.mason-ind.com.
b. Thybar Corp.: www.thybar.com.
c. Substitutions: See Section 016000 - Product Requirements.
B. Vibration Isolation Curbs:
1. Nonseismic Curb Rail:
a. Location: Between existing roof curb and rooftop equipment. b. Construction: Aluminum.
c. Integral vibration isolation to comply with requirements of this section. d. Weather exposed components consist of corrosion resistant materials.
2. Nonseismic Curb:
a. Location: Between structure and rooftop equipment.
b. Construction: Aluminum.
c. Integral vibration isolation to comply with requirements of this section. d. Weather exposed components consist of corrosion resistant materials.
3. Seismic Curb:
a. Location: Between structure and rooftop equipment.
b. Construction: Steel.
c. Integral vibration isolation to comply with requirements of this section. d. Snubbers consist of minimum 0.25 inch (6 mm) thick resilient pads to avoid metal-tometal contact without compromising vibration isolating capabilities. e. Weather exposed components consist of corrosion resistant materials.
C. Seismic Type Nonisolated Curb and Fabricated Equipment Piers:
1. Location: Between structure and rooftop equipment.
2. Construction: Steel.
3. Weather exposed components consist of corrosion resistant materials.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field measurements are as shown on the drawings.
B. Verify that mounting surfaces are ready to receive vibration isolation and/or seismic control components and associated attachments.
C. Verify that conditions are satisfactory for installation prior to starting work.
3.02 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Install anchors and fasteners in accordance with ICC Evaluation Services, LLC (ICC-ES) evaluation report conditions of use where applicable.
C. Secure fasteners according to manufacturer's recommended torque settings. 274
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HVAC Replacement 230548 - 4 Vibration and Seismic Controls forHVAC D. Install flexible piping connections to provide sufficient slack for vibration isolation and/or seismic relative displacements as indicated or as required.
E. Vibration Isolation Systems:
1. Vibration-Isolated Equipment Support Bases:
a. Provide specified minimum clearance beneath base.
2. Spring Isolators:
a. Position equipment at operating height; provide temporary blocking as required. b. Lift equipment free of isolators prior to lateral repositioning to avoid damage to isolators.
c. Level equipment by adjusting isolators gradually in sequence to raise equipment uniformly such that excessive weight or stress is not placed on any single isolator.
3. Clean debris from beneath vibration-isolated equipment that could cause short-circuiting of isolation.
4. Use elastomeric grommets for attachments where required to prevent short-circuiting of isolation.
5. Adjust isolators to be free of isolation short circuits during normal operation.
6. Do not overtighten fasteners such that resilient material isolator pads are compressed beyond manufacturer's maximum recommended deflection.
3.03 FIELD QUALITY CONTROL
A. Inspect vibration isolation and/or seismic control components for damage and defects.
B. Correct deficiencies and replace damaged or defective vibration isolation and/or seismic control components.
END OF SECTION 230548
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HVAC Replacement 230553 - 1 Identification for HVAC Piping andEquipment SECTION 230553
IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Nameplates.
B. Tags.
1.02 REFERENCE STANDARDS
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
PART 2 PRODUCTS
2.01 IDENTIFICATION APPLICATIONS
A. Air Handling Units: Nameplates.
B. Control Panels: Nameplates.
2.02 NAMEPLATES
A. Manufacturers:
1. Brimar Industries, Inc: www.pipemarker.com.
2. Craftmark Pipe Markers: www.craftmarkid.com.
3. Seton Identification Products, a Tricor Direct Company: www.seton.com.
4. Substitutions: See Section 016000 - Product Requirements.
2.03 TAGS
A. Manufacturers:
1. Brady Corporation: www.bradycorp.com.
2. Brimar Industries, Inc: www.pipemarker.com.
3. Seton Identification Products, a Tricor Company: www.seton.com.
4. Substitutions: See Section 016000 - Product Requirements.
PART 3 EXECUTION
3.01 PREPARATION
A. Degrease and clean surfaces to receive adhesive for identification materials.
3.02 INSTALLATION
A. Install nameplates with corrosive-resistant mechanical fasteners, or adhesive. Apply with sufficient adhesive to ensure permanent adhesion and seal with clear lacquer.
B. Install tags with corrosion resistant chain.
END OF SECTION 230553
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HVAC Replacement 230593 - 1 Testing, Adjusting, and Balancingfor HVAC SECTION 230593
TESTING, ADJUSTING, AND BALANCING FOR HVAC
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Testing, adjustment, and balancing of air systems.
B. Testing, adjustment, and balancing of refrigerating systems.
C. Measurement of final operating condition of HVAC systems.
D. Sound measurement of equipment operating conditions.
E. Vibration measurement of equipment operating conditions.
1.02 RELATED REQUIREMENTS
A. Section 230800 - Commissioning of HVAC.
1.03 REFERENCE STANDARDS
A. AABC (NSTSB) - AABC National Standards for Total System Balance, 7th Edition 2016.
B. ASHRAE Std 111 - Measurement, Testing, Adjusting, and Balancing of Building HVAC Systems 2008, with Errata (2019).
C. NEBB (TAB) - Procedural Standard for Testing Adjusting and Balancing of Environmental Systems 2019.
D. SMACNA (TAB) - HVAC Systems Testing, Adjusting and Balancing 2002.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Installer Qualifications: Submit name of adjusting and balancing agency and TAB supervisor for approval within 30 days after award of Contract.
C. TAB Plan: Submit a written plan indicating the testing, adjusting, and balancing standard to be followed and the specific approach for each system and component.
1. Submit to Architect.
2. Submit to the Commissioning Authority.
3. Submit six weeks prior to starting the testing, adjusting, and balancing work.
4. Include certification that the plan developer has reviewed Contract Documents, the equipment and systems, and the control system with the Architect and other installers to sufficiently understand the design intent for each system.
5. Include at least the following in the plan:
a. Preface: An explanation of the intended use of the control system. b. List of all air flow, water flow, sound level, system capacity and efficiency measurements to be performed and a description of specific test procedures, parameters, formulas to be used.
c. Copy of field checkout sheets and logs to be used, listing each piece of equipment to be tested, adjusted and balanced with the data cells to be gathered for each. d. Identification and types of measurement instruments to be used and their most recent calibration date.
e. Discussion of what notations and markings will be made on the duct and piping drawings during the process.
f. Final test report forms to be used.
g. Detailed step-by-step procedures for TAB work for each system and issue, including:
1) Terminal flow calibration (for each terminal type).
2) Diffuser proportioning.
3) Branch/submain proportioning.
4) Total flow calculations.
5) Rechecking.
6) Diversity issues.
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HVAC Replacement 230593 - 2 Testing, Adjusting, and Balancingfor HVAC h. Details of how TOTAL flow will be determined; for example:
1) Air: Sum of terminal flows via control system calibrated readings or via hood readings of all terminals, supply (SA) and return air (RA) pitot traverse, SA or RA flow stations.
2) Water: Pump curves, circuit setter, flow station, ultrasonic, etc. i. Specific procedures that will ensure that both air and water side are operating at the lowest possible pressures and methods to verify this.
j. Confirmation of understanding of the outside air ventilation criteria under all conditions.
k. Method of verifying and setting minimum outside air flow rate will be verified and set and for what level (total building, zone, etc.).
l. Method of checking building static and exhaust fan and/or relief damper capacity. m. Proposed selection points for sound measurements and sound measurement methods.
n. Procedures for formal progress reports, including scope and frequency. o. Procedures for formal deficiency reports, including scope, frequency and distribution.
D. Control System Coordination Reports: Communicate in writing to the controls installer all setpoint and parameter changes made or problems and discrepancies identified during TAB that affect, or could affect, the control system setup and operation.
E. Progress Reports.
F. Final Report: Indicate deficiencies in systems that would prevent proper testing, adjusting, and balancing of systems and equipment to achieve specified performance.
1. Revise TAB plan to reflect actual procedures and submit as part of final report.
2. Submit draft copies of report for review prior to final acceptance of Project. Provide final copies for Architect and for inclusion in operating and maintenance manuals.
3. Provide reports in soft cover, letter size, 3-ring binder manuals, complete with index page and indexing tabs, with cover identification at front and side. Include set of reduced drawings with air outlets and equipment identified to correspond with data sheets, and indicating thermostat locations.
4. Include actual instrument list, with manufacturer name, serial number, and date of calibration.
5. Form of Test Reports: Where the TAB standard being followed recommends a report format use that; otherwise, follow ASHRAE Std 111.
6. Units of Measure: Report data in I-P (inch-pound) units only.
7. Include the following on the title page of each report:
a. Name of Testing, Adjusting, and Balancing Agency.
b. Address of Testing, Adjusting, and Balancing Agency. c. Telephone number of Testing, Adjusting, and Balancing Agency. d. Project name.
e. Project location.
f. Project Architect.
g. Project Engineer.
h. Project Contractor.
i. Report date.
G. Project Record Documents: Record actual locations of flow measuring stations and balancing valves and rough setting.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 GENERAL REQUIREMENTS
A. Perform total system balance in accordance with one of the following:
1. AABC (NSTSB), AABC National Standards for Total System Balance.
2. ASHRAE Std 111, Practices for Measurement, Testing, Adjusting and Balancing of Building Heating, Ventilation, Air-Conditioning, and Refrigeration Systems. 279
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3. SMACNA (TAB).
B. Begin work after completion of systems to be tested, adjusted, or balanced and complete work prior to Substantial Completion of the project.
C. TAB Agency Qualifications:
1. Company specializing in the testing, adjusting, and balancing of systems specified in this section.
2. Having minimum of three years documented experience.
3. Certified by one of the following:
a. AABC, Associated Air Balance Council: www.aabc.com; upon completion submit AABC National Performance Guaranty.
b. NEBB, National Environmental Balancing Bureau: www.nebb.org. c. TABB, The Testing, Adjusting, and Balancing Bureau of National Energy Management Institute: www.tabbcertified.org.
D. TAB Supervisor and Technician Qualifications: Certified by same organization as TAB agency.
3.02 EXAMINATION
A. Verify that systems are complete and operable before commencing work. Ensure the following conditions:
1. Systems are started and operating in a safe and normal condition.
2. Temperature control systems are installed complete and operable.
3. Proper thermal overload protection is in place for electrical equipment.
4. Final filters are clean and in place. If required, install temporary media in addition to final filters.
5. Duct systems are clean of debris.
6. Fans are rotating correctly.
7. Fire and volume dampers are in place and open.
8. Air coil fins are cleaned and combed.
9. Access doors are closed and duct end caps are in place.
10. Air outlets are installed and connected.
11. Duct system leakage is minimized.
12. Hydronic systems are flushed, filled, and vented.
13. Pumps are rotating correctly.
14. Proper strainer baskets are clean and in place.
15. Service and balance valves are open.
B. Submit field reports. Report defects and deficiencies that will or could prevent proper system balance.
C. Beginning of work means acceptance of existing conditions.
3.03 PREPARATION
A. Hold a pre-balancing meeting at least one week prior to starting TAB work.
1. Require attendance by all installers whose work will be tested, adjusted, or balanced.
B. Provide additional balancing devices as required.
3.04 ADJUSTMENT TOLERANCES
A. Air Handling Systems: Adjust to within plus or minus 5 percent of design for supply systems and plus or minus 10 percent of design for return and exhaust systems.
B. Air Outlets and Inlets: Adjust total to within plus 10 percent and minus 5 percent of design to space. Adjust outlets and inlets in space to within plus or minus 10 percent of design.
C. Hydronic Systems: Adjust to within plus or minus 10 percent of design.
3.05 RECORDING AND ADJUSTING
A. Field Logs: Maintain written logs including:
1. Running log of events and issues.
2. Discrepancies, deficient or uncompleted work by others. 280
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3. Contract interpretation requests.
4. Lists of completed tests.
B. Ensure recorded data represents actual measured or observed conditions.
C. Permanently mark settings of valves, dampers, and other adjustment devices allowing settings to be restored. Set and lock memory stops.
D. Mark on drawings the locations where traverse and other critical measurements were taken and cross reference the location in the final report.
E. After adjustment, take measurements to verify balance has not been disrupted or that such disruption has been rectified.
F. Leave systems in proper working order, replacing belt guards, closing access doors, closing doors to electrical switch boxes, and restoring thermostats to specified settings.
G. At final inspection, recheck random selections of data recorded in report. Recheck points or areas as selected and witnessed by the Owner.
3.06 AIR SYSTEM PROCEDURE
A. Adjust air handling and distribution systems to provide required or design supply, return, and exhaust air quantities at site altitude.
B. Make air quantity measurements in ducts by Pitot tube traverse of entire cross sectional area of duct.
C. Measure air quantities at air inlets and outlets.
D. Adjust distribution system to obtain uniform space temperatures free from objectionable drafts and noise.
E. Use volume control devices to regulate air quantities only to extend that adjustments do not create objectionable air motion or sound levels. Effect volume control by duct internal devices such as dampers and splitters.
F. Vary total system air quantities by adjustment of fan speeds. Provide drive changes required.
Vary branch air quantities by damper regulation.
G. Provide system schematic with required and actual air quantities recorded at each outlet or inlet.
H. Measure static air pressure conditions on air supply units, including filter and coil pressure drops, and total pressure across the fan. Make allowances for 50 percent loading of filters.
I. Adjust outside air automatic dampers, outside air, return air, and exhaust dampers for design conditions.
J. Measure temperature conditions across outside air, return air, and exhaust dampers to check leakage.
K. Where modulating dampers are provided, take measurements and balance at extreme conditions. Balance variable volume systems at maximum air flow rate, full cooling, and at minimum air flow rate, full heating.
L. Measure building static pressure and adjust supply, return, and exhaust air systems to provide required relationship between each to maintain approximately 0.05 inches (12.5 Pa) positive static pressure near the building entries.
M. Check multi-zone units for motorized damper leakage. Adjust air quantities with mixing dampers set first for cooling, then heating, then modulating.
N. For variable air volume system powered units set volume controller to air flow setting indicated.
Confirm connections properly made and confirm proper operation for automatic variable air volume temperature control.
O. On fan powered VAV boxes, adjust air flow switches for proper operation.
END OF SECTION 230593
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HVAC Replacement 230719 - 1 HVAC Piping Insulation
SECTION 230719
HVAC PIPING INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Piping insulation.
B. Engineered wall outlet seals and refrigerant piping insulation protection.
1.02 REFERENCE STANDARDS
A. ASTM C177 - Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus 2019.
B. ASTM D1056 - Standard Specification for Flexible Cellular Materials—Sponge or Expanded Rubber 2020.
C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2021a.
D. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials 2022.
E. UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials Current Edition, Including All Revisions.
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Product Data: Provide product description, thermal characteristics, list of materials and thickness for each service, and locations.
C. Manufacturer's Instructions: Indicate installation procedures that ensure acceptable workmanship and installation standards will be achieved.
PART 2 PRODUCTS
2.01 REGULATORY REQUIREMENTS
A. Surface Burning Characteristics: Flame spread index/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E84 or UL 723.
2.02 POLYETHYLENE
A. Manufacturers:
1. Armacell LLC: www.armacell.us.
2. Substitutions: See Section 016000 - Product Requirements.
B. Insulation: Flexible closed-cell polyethylene tubing, slit lengthwise for installation, complying with applicable requirements of ASTM D1056.
1. K (Ksi) Value: ASTM C177; 0.25 at 75 degrees F (0.036 at 24 degrees C).
2. Density: 2 pcf (32 kg/cu m).
3. Maximum Moisture Absorption: 1.0 percent by volume.
4. Moisture Vapor Permeability: 0.05 perm inch (0.073 ng/(Pa s m)), when tested in accordance with ASTM E96/E96M.
5. Connection: Contact adhesive.
PART 3 EXECUTION
3.01 EXAMINATION
A. Test piping for design pressure, liquid tightness, and continuity prior to applying insulation materials.
B. Verify that surfaces are clean and dry, with foreign material removed. 282
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3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
END OF SECTION 230719
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HVAC Replacement 230800 - 1 Commissioning of HVAC
SECTION 230800
COMMISSIONING OF HVAC
PART 1 GENERAL
1.01 SUMMARY
A. See Section 019113 - General Commissioning Requirements for overall objectives; comply with the requirements of Section 019113.
B. This section covers the Contractor's responsibilities for commissioning; each subcontractor or installer responsible for the installation of a particular system or equipment item to be commissioned is responsible for the commissioning activities relating to that system or equipment item.
C. The Commissioning Authority (CA) directs and coordinates all commissioning activities and provides Prefunctional Checklists and Functional Test Procedures for Contractor's use.
D. The entire HVAC system is to be commissioned, including commissioning activities for the following specific items:
1. Control system.
2. Major and minor equipment items.
3. Piping systems and equipment.
4. Ductwork and accessories.
5. Terminal units.
6. Sound control devices.
7. Vibration control devices.
8. Variable frequency drives.
9. Other equipment and systems explicitly identified elsewhere in Contract Documents as requiring commissioning.
10. Indoor Air Quality Procedures: The Commissioning Authority will coordinate; Contractor will execute; see Section 015719.
E. The Prefunctional Checklist and Functional Test requirements specified in this section are in addition to, not a substitute for, inspection or testing specified in other sections.
1.02 RELATED REQUIREMENTS
A. Section 230593 - Testing, Adjusting, and Balancing for HVAC.
B. Section 230900 - Instrumentation and Control for HVAC.
C. Sequence of operations for HVAC Controls is per mechanical drawings.
1.03 REFERENCE STANDARDS
A. ASHRAE Guideline 1.1 - HVAC&R Technical Requirements for the Commissioning Process 2007, with Errata (2012).
1.04 SUBMITTALS
A. Updated Submittals: Keep the Commissioning Authority informed of all changes to control system documentation made during programming and setup; revise and resubmit when substantial changes are made.
B. Startup Reports, Prefunctional Checklists, and Trend Logs: Submit for approval of Commissioning Authority.
C. HVAC Control System O&M Manual Requirements. In addition to documentation specified elsewhere, compile and organize at minimum the following data on the control system:
1. Specific step-by-step instructions on how to perform and apply all functions, features, modes, etc. mentioned in the controls training sections of this specification and other features of this system. Provide an index and clear table of contents. Include the detailed technical manual for programming and customizing control loops and algorithms.
2. Full as-built set of control drawings.
3. Full as-built sequence of operations for each piece of equipment. 284
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4. Full points list; in addition to the information on the original points list submittal, include a listing of all rooms with the following information for each room:
a. Floor.
b. Room number.
c. Room name.
d. Air handler unit ID.
e. Reference drawing number.
f. Air terminal unit tag ID.
g. Heating and/or cooling valve tag ID.
h. Minimum air flow rate.
i. Maximum air flow rate.
5. Full print out of all schedules and set points after testing and acceptance of the system.
6. Full as-built print out of software program.
7. Electronic copy on disk of the entire program for this facility.
8. Marking of all system sensors and thermostats on the as-built floor plan and HVAC drawings with their control system designations.
9. Maintenance instructions, including sensor calibration requirements and methods by sensor type, etc.
10. Control equipment component submittals, parts lists, etc.
11. Warranty requirements.
12. Copies of all checkout tests and calibrations performed by the Contractor (not commissioning tests).
13. Organize and subdivide the manual with permanently labeled tabs for each of the following data in the given order:
a. Sequences of operation.
b. Control drawings.
c. Points lists.
d. Controller and/or module data.
e. Thermostats and timers.
f. Sensors and DP switches.
g. Valves and valve actuators.
h. Dampers and damper actuators.
i. Program setups (software program printouts).
D. Project Record Documents: See Section 017800 for additional requirements.
1. Submit updated version of control system documentation, for inclusion with operation and maintenance data.
2. Show actual locations of all static and differential pressure sensors (air, water and building pressure) and air-flow stations on project record drawings.
E. Draft Training Plan: In addition to requirements specified in Section 017900, include:
1. Follow the recommendations of ASHRAE Guideline 1.1.
2. Control system manufacturer's recommended training.
3. Demonstration and instruction on function and overrides of any local packaged controls not controlled by the HVAC control system.
F. Training Manuals: See Section 017900 for additional requirements.
1. Provide three extra copies of the controls training manuals in a separate manual from the O&M manuals.
PART 2 PRODUCTS
2.01 TEST EQUIPMENT
A. Provide all standard testing equipment required to perform startup and initial checkout and required functional performance testing; unless otherwise noted such testing equipment will NOT become the property of Owner.
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B. Equipment-Specific Tools: Where special testing equipment, tools and instruments are specific to a piece of equipment, are only available from the vendor, and are required in order to accomplish startup or Functional Testing, provide such equipment, tools, and instruments as part of the work at no extra cost to Owner; such equipment, tools, and instruments are to become the property of Owner.