City Council Agenda
City of Campbell, 70 N. First St., Campbell, California
NOTE: This City Council Regular meeting will be conducted in person as well as telecommunication and is compliant with provisions of the Brown Act.
The City Council meeting will be live -streamed on Channel 26 (Xfinity) or Channel 88 (Direct TV), the City's website and on YouTube https://www.youtube.com/user/CityofCampbell for those who only wish to view the meeting.
Those members of the public wishing to provide public comment virtually are asked to register in advance at: https://www.campbellca.gov/signup. After registering, you will receive a confirmation email containing information about joining the meeting. Members of the public may attend the meeting in person at Campbell City Hall - Council Chambers.
Public comment will also be accepted via email at [email protected] until 3:00p.m. prior to the start of the meeting. Written comments will be posted on the website and distributed to the Council. If you choose to email your comments, please indicate in the subject line “FOR PUBLIC COMMENT” and indicate the item number.
REGULAR MEETING OF THE CAMPBELL CITY COUNCIL
Tuesday, September 17, 2024 7:00 p.m.
City Hall Council Chamber – 70 N. First Street
CALL TO ORDER
ROLL CALL
PLEDGE OF ALLEGIANCE
SPECIAL PRESENTATIONS AND PROCLAMATIONS
COMMUNICATIONS AND PETITIONS
ORAL REQUESTS
NOTE: This portion of the meeting is reserved for persons wishing to address the City Council on any matter not on the agenda. Persons wishing to address the Council are requested, but not required to complete a Speaker’s Card. Speakers are limited to two (2) minutes. The law generally prohibits the Council from discussion or taking action on such items. However, the Council may instruct staff accordingly regarding Oral Requests.
COUNCIL ANNOUNCEMENTS
CONSENT CALENDAR
NOTE: All matters listed under consent calendar are considered by the City Council to be routine and will be enacted by one motion. There will be no separate discussion of these items unless a request is made by a member of City Council, City staff, or a member of the public.
Any person wishing to speak on any item on the consent calendar should ask to have the item
removed from the consent calendar prior to the time the Council votes to approve. If removed, the item will be discussed in the order in which it appears.
1. Minutes of City Council Executive Session Meeting of September 3, 2024 Recommended Action : Approve the executive session meeting minutes of September 3, 2024.
2. Minutes of City Council Regular Meeting of September 3, 2024 Recommended Action : Approve the regular meeting minutes of September 3, 2024.
3. Approving Bills and Claims
Recommended Action: Approve the bills and claims in the amount of $4,386,585.71
4. Approval of Tract Map No. 10635 Including Acceptance of Street Dedication and Public Service Easements Shown on Said Map – 44 & 56 Sunnyside Avenue (Resolution/Roll Call Vote)
Recommended Action: That the City Council adopt a resolution approving the Tract Map for Tract No. 10635 and accept the street dedication and public service easements offered for dedication as shown on the map for the property located at 44 & 56 Sunnyside Avenue.
5. Resolution Authorizing the Solicitation of Bids for the City Facilities Roof Replacement Project (No. 24 -TT), and Approving the Subsequent Award of Contract to the Lowest, Responsive Bidder, in an Amount Not to Exceed $335,000, Plus a 12% Construction Contingency of $40,000; and Authorizing the City Manager to Execute Said Agreement as Specified in Campbell Municipal Code Section 3.20.100, and the Public Works Director to Execute Contract Change Orders Up to and Within the Allocated Construction Contingency Amount (Resolution/Roll Call Vote) Recommended Action: That the City Council adopt a resolution: (1) approving the plans and specifications, and authorizing the solicitation of bids, for the City Facilities Roof Replacement Project (No. 24 -TT) and its implementation during FY 2025 as programmed in the City's Capital Improvement Program; (2) approving the subsequent award of a service contract to the lowest, responsive bidder, in an amount not to exceed $335,000, plus a 12% construction contingency of $40,000; (3) authorizing the City Manager to execute said agreement as specified in Campbell Municipal Code Section 3.20.100; and (4) authorizing the Public Works Director to negotiate and execute contract change orders up to and within the allocated construction contingency amount.
6. Commending John Burchfiel for More Than Seven Years of Service with the City of Campbell Upon His Retirement (Resolution/Roll Call Vote) Recommended Action: That the City Council adopt the attached resolution commending John Burchfiel for more than seven years of outstanding service to the City of Campbell.
PUBLIC HEARINGS AND INTRODUCTION OF ORDINANCES
NOTE: Members of the public may be allotted up to two (2) minutes to comment on any public hearing item. Applicants/Appellants and their representatives may be allotted up to a total of five (5) minutes for opening statements and up to a total of three (3) minutes maximum for closing statements. Items requested/recommended for continuance are subject to Council’s consent at the meeting.
7. Public Hearing to Consider the Request of Glenn Kinsey for a Historic Rescission to Remove a Structure of Merit from the Historic Resource Inventory (HRI) Commonly Known as the Emile and May Fritz House, on Property Located at 67 Sunnyside Avenue. Staff is Recommending that This Project be Deemed Categorically Exempt Under CEQA. File Number PLN-2023-170. (Resolution/Roll Call Vote)
Recommended Action: Adopt a Resolution approving the request of Glenn Kinsey to remove a structure of merit from the Historic Resource Inventory (HRI) commonly known as the Emile and May Fritz house, on property located at 67 Sunnyside Avenue and finding the project categorically exempt under Section 15061(B)(3) of the California Environmental Quality Act. File No.: PLN-2023-170.
NEW BUSINESS
8. Approval of the Fiscal Year (FY) 2024 -25 City of Campbell Investment Policy Update (Resolution/Roll Call Vote)
Recommended Action: It is recommended that the City Council adopt a Resolution approving the annual update to the City’s Investment Policy for FY 2024-25.
UNFINISHED BUSINESS
9. CAAP GHG Emissions Inventory Results
Recommended Action: That the City Council receive the report and provide initial feedback concerning the GHG Emissions Inventory, Forecast, and Emissions Reduction Targets as part of the Climate Action and Adaptation Plan.
COUNCIL COMMITTEE REPORTS
10. Council Committee Reports
Recommended Action: That the City Council report on activities from their committee assignments.
ADJOURN
IMPORTANT NOTICE: Materials related to an item on this agenda submitted to the City Council after distribution of the agenda packet are available for public inspection with the agenda packet in the lobby of City Clerk’s Office, 70 N. First Street, Campbell, CA 95008, during normal business hours. These materials will also be available on the City website at https://www.ci.campbell.ca.us/agendacenter with the agenda packet following the last item of the agenda, subject to staff’s ability to post the documents prior to the meeting. All documents not posted prior to the meeting will be posted the next business day.
In compliance with the Americans with Disabilities Act, listening assistive devices are available for all meetings held in the City Council Chambers. If you require accommodation, please contact the City Clerk’s Office, (408) 866-2117, at least one week in advance of the meeting.
CITY COUNCIL MINUTES
City of Campbell, 70 N. First St., Campbell, California
CITY COUNCIL EXECUTIVE SESSION
Tuesday, September 3, 2024 – 5:45 PM
Doetsch Conference Room
70 N. First Street, Campbell, California
This City Council meeting was duly noticed pursuant to open meeting requirements of the Ralph M. Brown Act (G.C. Section 54956).
CALL TO ORDER
The City Council of the City of Campbell convened this day in the special meeting place, the Doetsch Conference Room, 70 N. First Street, Campbell, California.
ROLL CALL
Attendee Name Title Status
Susan M. Landry Mayor Present
Sergio Lopez Vice Mayor Present
Elliot Scozzola Councilmember Present
Dan Furtado Councilmember Present
Anne Bybee Councilmember Present
PUBLIC COMMENT
There was no public comment.
MOVE INTO CLOSED EXECUTIVE SESSION
CITY COUNCIL EXECUTIVE SESSION
A. Personnel – Pursuant to G.C. Section 54957: Public Employee Performance Evaluation – City Manager
B. Litigation
C. Real Property
D. Labor Negotiations – Pursuant to G.C. Section 54957.6: Conference with Labor Negotiator - Agency Designated Representatives: City Council and City Clerk Performance/Compensation Subcommittee Members: Sergio Lopez and Susan M. Landry
Unrepresented Employee: City Manager
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Minutes Acceptance: Minutes of Sep 3, 2024 5:45 PM (CONSENT CALENDAR)
Minutes of September 3, 2024 City Council Meeting Page 2 The City Council met in Executive Session to discuss items A - Personnel and D – Labor Negotiations.
City Manager Loventhal was in attendance.
ADJOURN
Mayor Landry adjourned the meeting at 6:50 PM
APPROVED:
ATTEST:
Susan M. Landry, Mayor
Andrea Sanders, City Clerk
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Minutes Acceptance: Minutes of Sep 3, 2024 5:45 PM (CONSENT CALENDAR)
CITY COUNCIL MINUTES
City of Campbell, 70 N. First St., Campbell, California
REGULAR MEETING OF THE CAMPBELL CITY COUNCIL
Tuesday, September 3, 2024 7:00 p.m.
City Hall Council Chamber – 70 N. First Street
This City Council meeting was duly noticed pursuant to open meeting requirements of the Ralph M. Brown Act (G.C. Section 54956).
This meeting was recorded and can be viewed in its entirety at www.campbellca.gov/agendacenter.
CALL TO ORDER
The City Council of the City of Campbell convened this day in the regular meeting place, the City Hall Council Chamber, 70 N. First St., Campbell, California.
ROLL CALL
Attendee Name Title Status
Susan M. Landry Mayor Present
Sergio Lopez Vice Mayor Present
Elliot Scozzola Councilmember Present
Dan Furtado Councilmember Present
Anne Bybee Councilmember Present
PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Lisa Pagan in recognition of Childhood Cancer Awareness Month.
Mayor Landry presented Ms. Pagan a certificate of appreciation for leading the Pledge of Allegiance.
SPECIAL PRESENTATIONS AND PROCLAMATIONS
1. Proclamation Declaring the Month of September 2024 as "Childhood Cancer Awareness Month" in the City of Campbell
Recommended Action: That the City Council authorize the Mayor to proclaim the month of September 2024 as Childhood Cancer Awareness Month in the City of Campbell.
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Minutes Acceptance: Minutes of Sep 3, 2024 7:00 PM (CONSENT CALENDAR)
Minutes of September 3, 2024 City Council Meeting Page 2 Mayor Landry proclaimed the month of September 2024 as Childhood Cancer Awareness Month in the City of Campbell and presented a proclamation to KoaStrong Founder and Executive Director, Lisa Pagan, in honor of her son and the many others affected by childhood cancer.
2. Proclamation Declaring the Month of September to be National Service Dog Month in the City of Campbell
Recommended Action: That the City Council authorize the Mayor to proclaim the month of September 2024 as National Service Dog Month in the City of Campbell.
Mayor Landry proclaimed the month of September 2024 as National Service Dog Month in the City of Campbell and presented a proclamation to Canine Companions volunteer Elizabeth Menkin. Ms. Menkin accepted the proclamation and introduced her 10 month old puppy-in-training, Sorbet.
COMMUNICATIONS AND PETITIONS
There were no communications or petitions.
ORAL REQUESTS
Sandra Williams, Campbell resident, spoke in favor of emotional support dogs and the importance they have in our community.
COUNCIL ANNOUNCEMENTS
Community update on state legislation that was recently passed this weekend. This legislation allows for a local funding expansion to cities like ours. The County of Santa Clara successfully sought authorization to do so previously but did not include extending the funding expansion to cities. The legislation that the City of Campbell sought has cleared the State Legislature and is now headed to the Governor for signature. The City of Campbell encourages all eligible residents to participate in our upcoming November 5th Municipal Election where two City Councilmembers can be selected and a decision rendered on whether to adopt Measure K, the City’s Local Funding and Community Services measure.
Please join me on Wednesday, September 18 for the annual State of the City Address.
I will discuss the current State of the City, recent accomplishments, Measure O updates and the City’s sustainability efforts. The State of the City address will be held at the Orchard City Banquet Hall. Doors open at 6:30 pm with the event beginning promptly at 7pm. Please RSVP to [email protected] by Wednesday, September 11.
The 14 th Annual Caregivers Count! Conference. The Caregivers Count Conference offers a comprehensive educational series designed to support family caregivers. The 2024 conference will feature three virtual sessions from 10 :00am to 12 :00pm on September 14, 21 and 28, and one in person session on October 5 at the Campbell 2 Packet Pg. 7
Minutes Acceptance: Minutes of Sep 3, 2024 7:00 PM (CONSENT CALENDAR)
Minutes of September 3, 2024 City Council Meeting Page 3 Community Center. Topics are: creating a safe home for your loved one, end of life support, navigating trauma and self -care and resiliency. All sessions are free by pre - registering at caregiverscount.net
Our community rallies behind childhood cancer prevention. On Sunday, September 8 at 10:00 am there will be a Koa Strong Kindness Rock Garden Dedication at Edith Morley Park. The rock garden is a lasting art display to spread awareness, reflection, and support for all to discover. You can bring your painted rock, or paint one at the dedication event. There will be refreshments, crafts and hula dancing.
Back to School means sharing the road. As the school year begins again this fall, please remember to keep an eye out for young students who are walking or bicycling to school. Pay attention to school zones; avoid distractions, stay alert; take extra precaution when you’re behind or approaching a school bus and be prepared for more traffic and for motorists making sudden stops. If you would like to do your part to help improve traffic safety for our young students, consider serving as a volunteer at your child’s school. Help make our schools safe places to walk and bike.
CONSENT CALENDAR
Mayor Landry asked if anyone wished to remove an item from the Consent Calendar.
The Consent Calendar was considered as follows:
3. Minutes of City Council Executive Meeting of August 20, 2024 Recommended Action: Approve the executive meeting minutes of August 20, 2024.
This action approves the executive session meeting minutes of August 20, 2024.
4. Minutes of City Council Regular Meeting of August 20, 2024 Recommended Action: Approve the regular meeting minutes of August 20, 2024.
This action approves the regular meeting minutes of August 20, 2024.
5. Approving Bills and Claims
Recommended Action: Approve the bills and claims in the amount of $991,074.35.
This action approves the bills and claims in the amount of $ 991,074.35 as follows: payroll checks dated August, 1, 2024, in the amount of $80,632.07; bills and claims checks dated August 5, 2024, in the amount of $ 80,419.85; bills and claims checks dated August 9, 2024, in the amount of $ 169,378.84; bills and claims checks dated August 12, 2024, in the amount of $ 548,008.18; payroll checks dated August, 15, 2024, in the amount of $ 39,389.37; and bills and claims checks dated August 12, 2024, in the amount of $73,246.04.
6. Monthly Investment Transactions Report (June 2024)
Recommended Action: That the City Council review and accept the Monthly Investment Transactions Report for July 2024.
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Minutes Acceptance: Minutes of Sep 3, 2024 7:00 PM (CONSENT CALENDAR)
Minutes of September 3, 2024 City Council Meeting Page 4 This action reviews and accepts the Monthly Investment Transactions Report for July 2024.
7. Monthly Treasurer's Report (July 2024)
Recommended Action: That the City Council review and accept the Monthly Treasurer’s Report for the month ended July 31, 2024.
This action reviews and accepts the Monthly Treasurer’s Report for the month ended July 31, 2024.
8. Second Reading of Ordinance 2316 Establish New Air Quality and NOx Emissions Standards (Ordinance/Roll Call Vote)
Recommended Action: That the City Council take a second reading and adopt Ordinance 2316 adding Chapter 6.13 (Air Quality), and amending Chapter 2.08 (Officers), Chapter 6.10 (Nuisance Abatement and Administrative Penalties), and Title 18 (Building Codes and Regulations) of the Campbell Municipal Code.
Ordinance 2316 adds Chapter 6.13 (Air Quality), and amends Chapter 2.08 (Officers), Chapter 6.10 (Nuisance Abatement and Administrative Penalties), and Title 18 (Building Codes and Regulations) of the Campbell Municipal Code.
9. Second Readings of Ordinance 2318 Amending Chapter 21.24 (Inclusionary Housing Ordinance) and Ordinance 2319 Establishing Title 19 (Housing) of the Campbell Municipal Code (Ordinances/Roll Call Vote) Recommended Action: That the City Council take the following action: (1) Take second reading, adopting Ordinance 2318 amending Chapter 21.24 (Inclusionary Housing Ordinance) of the Campbell Municipal Code; and (2) Take second reading, adopting Ordinance 2319, establishing Title 19 (Housing) of the Campbell Municipal Code.
Ordinance 2318 amends Chapter 21.24 (Inclusionary Housing Ordinance) of the Campbell Municipal Code.
Ordinance 2319 establishes Title 19 (Housing) of the Campbell Municipal Code.
10. Biennial Review of the City of Campbell Conflict of Interest Code (Resolution/Roll Call Vote)
Recommended Action: That the City Council adopt a Resolution approving the Conflict of Interest Code Appendix A and B.
Resolution 13204 approves the Conflict of Interest Code Appendix A and B.
11. Fiscal Year 2025 Budget Adjustments for Use of ARPA Funds (Resolution/Roll Call Vote)
Recommended Action: That the City Council adopt a Resolution authorizing the Fiscal Year (FY) 2025 use of ARPA Funds.
Resolution 13205 authorizes the Fiscal Year (FY) 2025 use of ARPA Funds.
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Minutes Acceptance: Minutes of Sep 3, 2024 7:00 PM (CONSENT CALENDAR)
Minutes of September 3, 2024 City Council Meeting Page 5 M/S: Bybee/Furtado - That the City Council approve the Consent Calendar. The motion was adopted by the following roll call vote:
RESULT: ADOPTED [UNANIMOUS]
MOVER: Bybee
SECONDER: Furtado
AYES: Landry, Lopez, Scozzola, Furtado, Bybee
PUBLIC HEARINGS AND INTRODUCTION OF ORDINANCES
There were no public hearings or introductions of ordinances.
NEW BUSINESS
12. Campbell Technology Park Disposition and Development Agreement (Resolution/Roll Call Vote)
Recommended Action: That the City Council, acting in both its Council capacity and as the Successor Agency of the Campbell Redevelopment Agency, adopt a Resolution approving the Agreement to amend the November 18, 1997 First Amended and Restated Disposition and Development Agreement concerning the Campbell Technology Park and authorizing the City Manager to execute the Agreement.
Community Development Director Eastwood presented a staff report dated September 3, 2024.
Following Council questions, Mayor Landry asked if anyone wished to speak.
The following individuals spoke in favor of the staff recommendation for this item.
Terry Hines, Campbell resident
Michael Garrity, Campbell resident, Paseo de Palomas, Inc. President Pat Tinto, Campbell resident, Paseo de Palomas, Inc. Financial Officer Chris Coggins, Campbell resident
Sandra Williams, Campbell resident
The City Council thanked everyone for their comments and showed support for this item as well as continued open dialogue between all stakeholders.
After discussion, M/S: Lopez/Scozzola – That the City Council adopt Resolution 13206, acting in both its Council capacity and as the Successor Agency of the Campbell Redevelopment Agency, approving the Agreement to amend the November 18, 1997 First Amended and Restated Disposition and Development Agreement concerning the Campbell Technology Park and authorizing the City Manager to execute the Agreement.
Councilmember Bybee requested clarification from City Attorney Seligmann that the resolution will include the language “/Successor Agency” in the final 2 Packet Pg. 10
Minutes Acceptance: Minutes of Sep 3, 2024 7:00 PM (CONSENT CALENDAR)
Minutes of September 3, 2024 City Council Meeting Page 6 resolution. City Attorney Seligmann agreed this would be an appropriate clarification.
The motion was adopted unanimously by the following roll call vote:
RESULT: ADOPTED [UNANIMOUS]
MOVER: Lopez
SECONDER: Scozzola
AYES: Landry, Lopez, Scozzola, Furtado, Bybee
13. Designation of Voting Delegate and Alternate for 2024 League of California Cities Annual Conference
Recommended Action: That the City Council designate a Voting Delegate and Alternate(s) for the League of California Cities Annual Conference General Business Meeting to be held on October 18, 2024.
City Clerk Sanders presented a staff report dated September 3, 2024.
Following Council questions, Mayor Landry asked if anyone from the public wished to speak. There were no public comments.
Councilmember Furtado noted that he would be attending the League Conference and expressed interest in being a Voting Delegate.
Councilmember Bybee stated that, schedule permitting, she would be willing to be a Voting Delegate Alternate.
M/S: Lopez/Scozzola – That the City Council designate Dan Furtado as a Voting Delegate and Anne Bybee as the Voting Delegate Alternate for the League of California Cities Annual Conference General Business Meeting to be held on October 18, 2024. The motion was adopted by the following roll call vote:
RESULT: ADOPTED [UNANIMOUS]
MOVER: Lopez
SECONDER: Scozzola
AYES: Bybee, Landry, Furtado, Lopez, Scozzola
UNFINISHED BUSINESS
There was no unfinished business.
COUNCIL COMMITTEE REPORTS
14. Council Committee Reports
Recommended Action: That the City Council report on activities from their committee assignments.
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Minutes Acceptance: Minutes of Sep 3, 2024 7:00 PM (CONSENT CALENDAR)
Minutes of September 3, 2024 City Council Meeting Page 7
Councilmember Furtado attended the recent meeting of the Santa Clara County Emergency Operational Area Council.
Mayor Landry attended the Universal Oneness Day as an honored guest.
ADJOURN
Mayor Landry adjourned the meeting at 7:50 PM.
APPROVED:
ATTEST:
Susan M. Landry, Mayor
Andrea Sanders, City Clerk
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Minutes Acceptance: Minutes of Sep 3, 2024 7:00 PM (CONSENT CALENDAR)
City
Council
Report
TITLE: Approving Bills and Claims
RECOMMENDED ACTION
Approve the bills and claims in the amount of $4,386,585.71
DISCUSSION
The bills and claims that have been audited and approved by staff for payments made as noted below:
Type Check Date Amount
Bills & Claims August 19, 2024 $2,475,209.46
Bills & Claims August 26, 2024 $1,814,411.37
Payroll August 29, 2024 $30,949.99
Bills & Claims August 30, 2024 $66,014.89
Total $4,386,585.71
FISCAL IMPACT
Requested action does not require a budget adjustment. Adequate funding was available to cover all expenses as listed.
Prepared by:
Celia Deniz, Accounting Clerk II
Reviewed by:
Norite Vong, Assistant Finance Director
Item: 3
Category: CONSENT CALENDAR
Meeting Date: September 17, 2024
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Approving Bills and Claims Page 2 of 2
Approved by:
Brian Loventhal, City Manager
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City
Council
Report
TITLE: Approval of Tract Map No. 10635 Including Acceptance of Street Dedication and Public Service Easements Shown on Said Map – 44 & 56 Sunnyside Avenue (Resolution/Roll Call Vote)
RECOMMENDED ACTION
That the City Council adopt a resolution approving the Tract Map for Tract No. 10635 and accept the street dedication and public service easements offered for dedication as shown on the map for the property located at 44 & 56 Sunnyside Avenue.
BACKGROUND
On February 20, 2024, the City Council adopted Resolution No. 13119 conditionally approving a Tentative Subdivision Map (PLN -2023-135) to subdivide an existing parcel to create six (6) private lots and one (1) common lot to accommodate six (6) single - family units on the property located at 44 & 56 Sunnyside Avenue.
DISCUSSION
The Tract Map includes the public street dedication and public service easements necessary to accommodate the approved use of the property. Staff has reviewed the map and found it in compliance with the approved Vesting Tentative Subdivision Map, the Subdivision Map Act, and Title 20 of the Campbell Municipal Code. The attached resolution has been prepared for Council’s consideration for approval of the Tract Map, and acceptance of the street dedication and public service easements offered on said map.
FISCAL IMPACT
The fiscal impacts associated with this subdivision include the project generating the following revenue: Parkland Dedication In -Lieu Fee of $111,200; and estimated annual Property Tax Increase of $7,500. These revenues will be accounted for in the City’s budget once the timing of their payment is known. If in FY 202 5, staff will return to Council with a budget adjustment. If in later fiscal years, the revenues will be incorporated into future budgets.
ALTERNATIVES
Item: 4
Category: CONSENT CALENDAR
Meeting Date: September 17, 2024
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Approval of Tract Map No. 10635 Page 2 of 2
Determine that the Tract Map is not consistent with the Tentative Map or applicable codes, and do not approve the Tract Map with the proposed dedications.
Prepared by:
Roger Storz, Senior Civil Engineer
Reviewed by:
Todd Capurso, Director of Public Works
Approved by:
Brian Loventhal, City Manager
Attachment:
a. Resolution
b. 44 56 Sunnyside Ave Tract Map 10635 - rev
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RESOLUTION NO. ______________
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL APPROVING THE TRACT MAP FOR TRACT NO. 10635 AND ACCEPTING THE
PULIC STREET AND PUBLIC SERVICE EASEMENTS OFFERED FOR
DEDICATION FOR THE PROPERTY LOCATED AT
44 & 56 SUNNYSIDE AVENUE
WHEREAS, on February 20 , 2024 the City Council adopted Resolution No. 13119 approving a Tentative Subdivision Map (PLN-2023-135) for the property located at 44 & 56 Sunnyside Avenue; and
WHEREAS, public street dedication and public service easements are necessary to accommodate the approved use of the property and have been offered for dedication on the Tract Map; and
WHEREAS, the Tract Map has been prepared, reviewed by staff, and found to be in compliance with the Tentative Map, the Subdivision Map Act and Title 20 of the Campbell Municipal Code.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Campbell that Tract Map 10 635 is hereby approved, and the public streets and public service easements offered for dedication as shown on said map are hereby accepted in conformity with the terms for which they are offered.
PASSED AND ADOPTED this _______ day of _______, 2024 by the following roll call vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
APPROVED:
____________________________
Susan M. Landry, Mayor
ATTEST:
_______________________________
Andrea Sanders, City Clerk
4.a
Packet Pg. 17
Attachment: Resolution (Approval of Tract Map No. 10635)
4.b
Packet Pg. 18
Attachment: 44 56 Sunnyside Ave Tract Map 10635 - rev (Approval of Tract Map No. 10635)
4.b
Packet Pg. 19
Attachment: 44 56 Sunnyside Ave Tract Map 10635 - rev (Approval of Tract Map No. 10635)
4.b
Packet Pg. 20
Attachment: 44 56 Sunnyside Ave Tract Map 10635 - rev (Approval of Tract Map No. 10635)
City
Council
Report
TITLE: Resolution Authorizing the Solicitation of Bids for the City Facilities Roof Replacement Project (No. 24 -TT), and Approving the Subsequent Award of Contract to the Lowest, Responsive Bidder, in an Amount Not to Exceed $335,000, Plus a 12% Construction Contingency of $40,000; and Authorizing the City Manager to Execute Said Agreement as Specified in Campbell Municipal Code Section 3.20.100, and the Public Works Director to Execute Contract Change Orders Up to and Within the Allocated Construction Contingency Amount
RECOMMENDED ACTION
That the City Council adopt a resolution: (1) approving the plans and specifications, and authorizing the solicitation of bids, for the City Facilities Roof Replacement Project (No. 24-TT) and its implementation during FY 2025 as programmed in the City's Capital Improvement Program; (2) approving the subsequent award of a service contract to the lowest, responsive bidder, in an amount not to exceed $335,000, plus a 12% construction contingency of $40,000; (3) authorizing the City Manager to execute said agreement as specified in Campbell Municipal Code Section 3.20.100; and (4) authorizing the Public Works Director to negotiate and execute contract change orders up to and within the allocated construction contingency amount.
BACKGROUND
The City of Campbell owns a total of t hirty-six buildings and structures that are maintained and operated by the Public Works Department Maintenance Division to meet the diverse needs of various programs and services available to members of the community. A significant portion of the City’s building inventory is located at the Campbell Community Center – a unique service complex that was once home to Campbell High School. While the Community Center is currently home to the City’s Recreation and Community Services Department, it also hosts a variety of tenants from outside organizations who rent office and classroom spaces within these buildings for their own program and service needs. Regardless of tenant status or intended program use, the City is responsible for maintaining all infrastructure and mechanical systems located throughout the Community Center – including the development and implementation of improvement projects as part of the City’s Capital Improvement Program (CIP) and approved annual budget.
Item: 5
Category: CONSENT CALENDAR
Meeting Date: September 17, 2024
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Facilities Roof Replacement Project Page 2 of 5
Collectively, many of the buildings in the City’s inventory are older and require frequent and costly repairs to address issues associated with their aging infrastructure and outdated components. Although staff has been working proactively to uphold routine inspection schedules and implement preventative maintenance measures, many of these components have reached the end of their expected useful life and are no longer receptive to basic repair efforts. In recent years, the roofing repair and maintenance needs have become particularly apparent as failures have started to occur more frequently.
Most of the roofs at the Community Center were installed (or previously replaced) more than thirty years ago. Since then, subsequent maintenance and repair efforts have been in response to weather -related events or issues caused by prolonged exposure to the elements. Between 2018 and 2023, severe winter rainstorms caused significant failures on several roofs , which required multiple patch repairs that were costly and time-consuming. In addition, some of the larger leak areas also exposed a degradation of the roofing material and wood framing not previously uncovered by maintenance staff during prior inspections or repair s. Upon closer inspection, staff discovered extensive water damage to the substructure of several buildings, an indication that their roofs could no longer be adequately repaired with basic patching and would require further investigation to determine a more permanent solution.
In 2021, the City hired an outside consultant firm, the Garland Company (Garland), to perform a roofing assessment on all City -owned buildings and structures, which was followed by a citywide facilities condition assessment performed by The Gordian Group (Gordian) in 2023. The information provided through these assessments was instrumental in identifying and prioritizing the City’s roofing needs and assisting staff with developing improvement projects based on their current conditions and the severity of issues identified. Given that most of the City’s roofs had reached the end of their expected useful life, staff determined that a complete roof replacement was the most appropriate option for many of these facilities to reduce the need for frequent and costly repairs and provide extended protection to the respective buildings for years to come .
This approach would also generate long-term cost savings and create capacity within the maintenance budget to address other maintenance and repair needs. Therefore, in 2022, staff developed a CIP project to begin replacing the roofs at various City facilities over a five -year period, with funds allocated each fiscal year to cover their implementation costs. In 2023, the City Facilities Roof Replacement Project was approved with the adoption of the City’s annual CIP budget for FY 2024.
DISCUSSION
Since then, the City Facilities Roof Replacement Project has facilitated the roof replacements for several City buildings , with the most recent work completed the Community Center Building M. Additional work is underway at the Sunnyoaks Fire Station and the Community Center Buildings C and L, as pr eviously approved by City Council.
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Facilities Roof Replacement Project Page 3 of 5
Although no funds were initially allocated to the City Facilities Roof Replacement Project in the CIP for FY 2025, staff continued to identify and prioritize locations for future inclusion in the project's funding schedule. Separately, at the July 2, 2024, regular City Council meeting, the City’s Finance Director presented options for utilizing the City’s remaining American Rescue Plan Act (ARPA) funds before the program’s “use -it-or- lose-it” date of December 31, 2024. During these discussions, it was noted that the City Facilities Roof Replacement Project would be an ideal candidate based on its scope of work and ability to be implemented within ARPA’s funding eligibility period. Upon returning later that month, the City Council approved the use of those remaining ARPA funds as previously discussed, including the allocation of $375k to the City ’s Capital Improvement Program Reserve (CIPR) to fund the Facilities Roof Replacement Project for implementation in FY 2025.
Upon Council approval, staff identified Buildings D and H at the Community Center to be i ncluded in the City Facilities Roof Replacement Project for FY 2025. These buildings were selected due to the severity of their roofing deficiencies and the need to ensure their respective structures remain safe and functional to allow for continued use as classroom and office spaces. Furthermore, staff estimates that the combined replacement value of the roofing work on both buildings to be approximately $335,000, which is within the project budget allocation of $375,000 . With specialized labor and materials required to complete the work , staff will issue an advertisement to solicit informal bids from contractors interested in providing these services at the identified locations and as specified in their shared construction specifications (see Attachment B). This procurement strategy encourages local vendors to submit proposals with more competitive rates as opposed to other vendors in this same area of the market.
Additionally, it enables staff to select contractors based on the results from the lowest, responsive bidder and their ability to meet the project’s required qualifications as determined by staff’s review of the bids received.
NEXT STEPS
Staff is recommending that the City Council approve the plans and specifications for the City Facilities Roof Replacement Project No. 24 -TT (FY 2025) at the Campbell Community Center Buildings D and H and authorize staff to solicit bids from qualified contractors interested in providing the services necessary to complete these efforts as programmed in the project’s CIP budget for FY 2025. Pending this authorization, staff will advertise the solicitation of bids and begin the review process for those applications received by 2:00 pm on Wednesday, October 16, 2024. In accordance with the City’s purchasing guidelines, staff will complete a comprehensive evaluation of the bids received and select a contractor based on the results from the lowest, responsive bidder and their qualifications to perform the work.
To facilitate the project’s implementation prior to the end of the calendar year , staff is also requesting City Council’s approval and authorization to award a service contract to the lowest, responsive bidder, in an amount not to exceed $335,000, for the labor and 5 Packet Pg. 23
Facilities Roof Replacement Project Page 4 of 5
equipment services to complete the roof replacements at the Campbell Community Center Buildings D and H, plus an additional 12% construction contingency ($40,000) for any costs incurred as a result of unforeseen work and/or services that may be required during project implementation. Additionally, staff requests that the City Council authorize the City Manager to execute said agreement as specified in Campbell Municipal Code Section 3.20.100 and authorize the Public Works Director to negotiate and execute contract change orders up to and within this allocated construction contingency amount.
Upon City Council authorization, staff will incorporate the applicable project details into the City’s standard Contract Services Agreement ( Attachment C) and prepare a final copy that will be distributed to all appropriate parties for their review and signatures.
Upon the contract’s execution, staff will issue the contractor a notice to proceed specifying the date that work may commence on site and assist with coordination efforts as needed through the project’s completion.
FISCAL IMPACT
Sufficient funding is available in the City’s approved CIP for the City Facilities Roof Replacement Project (No. 24-TT) in the amount of $375,000 for FY 2025. This amount includes the estimated value of the work ($335,000), plus an additional 12% construction contingency ($40,000), for any costs incurred as a result of unforeseen work and/or services that may be required during project implementation. However, the final contract and contingency amounts may be adjusted to reflect the figures submitted by the lowest, responsive bidder.
ALTERNATIVES
1. Do not authorize the solicitation of bids and approval to award a service contract to the lowest, responsive bidder for the City Facilities Roof Replacement Project (No. 24-TT) and its implementation during FY 2025 as programmed in the City’s approved CIP.
2. Provide alternative direction to staff.
Prepared by:
Carina Shattuck, Administrative Analyst I
Reviewed by:
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Todd Capurso, Director of Public Works
Facilities Roof Replacement Project Page 5 of 5
Approved by:
Brian Loventhal, City Manager
Attachment:
a. Resolution
b. Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H
c. Contract Services Agreement for City Facilities Roof Replacement Project FY25 (24-TT) (Sample)
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RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL 1) APPROVING THE
PLANS AND SPECIFICATIONS, AND AUTHORIZING THE SOLICITATION OF BIDS, FOR THE CITY FACILITIES ROOF REPLACEMENT PROJECT (NO. 24-TT) AND ITS IMPLEMENTATION DURING FY 2025; 2) APPROVING THE SUBSEQUENT AWARD OF A SERVICE CONTRACT TO THE LOWEST, RESPONSIVE BIDDER, IN AN AMOUNT NOT TO EXCEED $335,000, PLUS AN ADDITIONAL 12% CONSTRUCTION CONTINGENCY OF $40,000; 3) AUTHORIZING THE
CITY MANAGER TO EXECUTE SAID AGREEMENT AS SPECIFIED IN CAMPBELL MUNICIPAL CODE SECTION 3.20.100; AND 4) AUTHORIZING THE PUBLIC WORKS
DIRECTOR TO NEGOTIATE AND EXECUTE CONTRACT CHANGE ORDERS UP TO AND WITHIN THE ALLOCATED CONSTRUCTION CONTINGENCY.
WHEREAS, the City of Campbell owns a total of t hirty-six buildings and structures that are maintained and operated by the Public Works Department Maintenance Division to meet the diverse needs of various programs and services available to members of the community; and
WHEREAS, many of the buildings in the City’s inventory are older in age – requiring frequent and costly repairs to address issues associated with their aging infrastructure and outdated roofing components; and
WHEREAS, with regard to the roofs located at the Campbell Community Center, most were installed or previously replaced more than thirty years ago, and have required frequent and costly repairs in response to weather-related events or issues caused by prolonged exposure to the elements; and
WHEREAS, separate assessments performed by Garland and Gordian (in 2021 and 2023 , respectively) have provided information instrumental in prioritizing the City’s roofing needs and assisting staff with developing improvement projects based on their current conditions and severity of issues identified; and
WHEREAS, staff has determined that the complete replacement for many of these roofs w as the more feasible option as it reduced the need for more frequent repairs and their long-term maintenance costs; and
WHEREAS, in 2022, staff created a CIP project (City Facilities Roof Replacement Project, CIP Project No. 24-TT), to replace the roofs for various buildings over a five-year period with an allocation of funds programmed in each fiscal year to cover the costs of their implementation; and
WHEREAS, in June 2023, the City Facilities Roof Replacement Project was approved with the adoption of the City’s annual CIP budget for FY 2024; and
WHEREAS, in July 2024, the City Council approved an allocation of $375k in remaining American Rescue Plan Act (ARPA) funds to the City’s Capital Improvement Reserve to fund the Facilities Roof Replacement Project as programmed in the City’s approved CIP for FY 2025; and
WHEREAS, staff has identified Campbell Community Center Buildings D and H to be implemented for FY 2025 of the City Facilities Roof Replacement Project; and
WHEREAS, based on the proposed scope of work, staff estimates that the project will cost approximately $335,000 to replace the roofs for both buildings; and
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Attachment: Resolution (Facilities Roof Replacement Project)
WHEREAS, with sufficient funds available in the project’s approved CIP budget for FY 2025 ($375k), staff is requesting that the City Council approve the plans and specifications for th e City Facilities Roof Replacement Project No. 24 -TT at the Campbell Community Center Buildings D and H and authorize staff to solicit bids from qualified contractors for services to facilitate their implementation; and
WHEREAS, in accordance with the City’s purchasing guidelines, staff will complete a comprehensive evaluation of the bids received by 2:00 pm on Wednesday, October 16, 2024, and select a contractor based on the results from the lowest, responsive bidder and their qualifications to perform the work; and
WHEREAS, pending the bid results, staff is also requesting the City Council’s approval to award a service contract to the lowest, responsive bidder, in an amount not to exceed $3 35,000, plus an additional 12% construction contingency ($40,000), for any costs incurred as a result of unforeseen work and/or services that may be required during project implementation; and
WHEREAS, staff requests that the City Council authorize the City Manager to execute said agreement as specified in Campbell Municipal Code Section 3.20.100 and authorize the Public Works Director to negotiate and execute contract change orders up to and within this allocated construction contingency amount.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Campbell hereby: 1) approve the plans and specifications, and authorize the solicitation of bids, for the City Facilities Roof Replacement Project (No. 24-TT) and its implementation during FY 2025; 2) approve the subsequent award of a service contract to the lowest, responsive bidder, in an amount not to exceed $3 35,000, plus a n additional 12% construction contingency of $ 40,000; 3) authoriz e the City Manager to execute said agreement as specified in Campbell Municipal Code Section 3.20.100; and 4) authorize the Public Works Director to negotiate and execute contract change orders up to and within the allocated construction contingency amount.
BE IT FURTHER RESOLVED, should the lowest, responsive bidder propose a total contract amount that is less than the amount approved for award by the City Council ($335,000), the executed services agreement will reflect the contractor’s final award amount, with the construction contingency to be adjusted accordingly as to not exceed the project’s total CIP budget amount of $375k.
PASSED AND ADOPTED this 17th day of September, 2024, by the following roll call vote:
AYES: Council Members:
NOES: Council Members:
ABSENT: Council Members:
APPROVED:
_________________________________
Susan M. Landry, Mayor
ATTEST:
___________________________
Andrea Sanders, City Clerk
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Attachment: Resolution (Facilities Roof Replacement Project)
CITY OF CAMPBELL
SPECIFICATIONS
FOR THE CONSTRUCTION OF
CITY FACILITIES ROOF REPLACEMENT PROJECT 24-TT (FY 2025) –
CAMPBELL COMMUNITY CENTER BUILDINGS D AND H
The work embraced herein shall be done in accordance with the City of Campbell Standard Specifications and Details for Public Works Construction (CCSS) dated July 1994, the General Provisions Sections 1 – 9 dated March 2022 (General Provisions), and in accordance with the project plans, specifications, and these Special Provisions.
Attention is also directed to the City of San Jose Standard Specifications (SJSS) and Standard Details (SJSD) dated July 1992, the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006 and 2018, portions of which are incorporated into the CCSS, General Provisions, and these Special Provisions by reference, and the Labor Surcharge and Equipment Rental Rates in effect on the date the work is accomplished.
BIDS DUE BY:
Time: 2:00 P.M.
Date: October 16, 2024
City Clerk’s Office
Campbell City Hall
70 N. First Street
Campbell, CA 95008-1423
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities i
Table of Contents
NOTICE INVITING BIDS ............................................................................................................................... i BID PROPOSAL FORMS ............................................................................................................................. 1 BASE BID SCHEDULE .......................................................................................................................... 7 STATEMENT OF SUBCONTRACTORS................................................................................................ 8 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION ................................................................. 9 NONCOLLUSION AFFIDAVIT ............................................................................................................. 10 DIR REGISTRATION STATEMENT..................................................................................................... 11 CERTIFICATION REGARDING DEBARMENT ................................................................................... 12 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .......................................................... 13 PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ..................................................... 14 PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ............................................................. 15 DEBARMENT AND SUSPENSION CERTIFICATION ......................................................................... 16 BID BOND FORM ................................................................................................................................. 18 BID BOND ............................................................................................................................................ 19 CONTRACT DOCUMENTS .......................................................................................................................... 1 BOND FOR FAITHFUL PERFORMANCE ............................................................................................. 6 BOND FOR LABOR AND MATERIAL .................................................................................................... 7 BOND FOR FAITHFUL PERFORMANCE OF MAINTENANCE PERIOD ............................................. 8 SPECIAL PROVISIONS ............................................................................................................................... 1 GENERAL PROVISIONS ............................................................................................................................. 2 SECTION 1. SPECIFICATIONS AND PLANS ................................................................................... 2 General............................................................................................................................................. 2 Special Provisions Section 1 – Section 10....................................................................................... 2 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS ..................................................... 2 General............................................................................................................................................. 2 Bid Opening ..................................................................................................................................... 3 Proposal Guaranty ........................................................................................................................... 3 Mandatory Pre-Bid Meeting ............................................................................................................. 3 Pre-Bid Site Inspection..................................................................................................................... 3 SECTION 3. AWARD AND EXECUTION OF CONTRACT ................................................................ 3 Determination Of Low Bid ................................................................................................................ 3 Contract Award ................................................................................................................................ 4 Contractor Licenses and Requirements........................................................................................... 4 SECTION 4. SCOPE OF WORK ......................................................................................................... 5 Description of Work .......................................................................................................................... 5 Locations of Work ............................................................................................................................ 5 SECTION 5. CONTROL OF WORK .................................................................................................... 5 Maintenance and Access to Records .............................................................................................. 5 Order of Work ................................................................................................................................... 5 Contractor Staging & Good Neighbor Guidelines ............................................................................ 5 Pre-Construction Conference .......................................................................................................... 6 SECTION 6. CONTROL OF MATERIALS .......................................................................................... 6 Contractor Submittals ....................................................................................................................... 6 Material Submittal Format ................................................................................................................ 7 Substitutions ..................................................................................................................................... 8
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities ii
Specified “Or Equal” Items ............................................................................................................. 10 Materials Submittal List .................................................................................................................. 11 SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY ............................................................ 12 Claims ............................................................................................................................................ 12 Worker’s Compensation ................................................................................................................. 17 Insurance Requirements ................................................................................................................ 17 Public Safety .................................................................................................................................. 19 Labor Nondiscrimination ................................................................................................................ 19 Apprentices .................................................................................................................................... 23 Prevailing Wage ............................................................................................................................. 23 Department of Industrial Relations and Certified Payroll Records................................................. 24 SECTION 8. PROSECUTION AND PROGRESS ............................................................................. 25 General........................................................................................................................................... 25 Hours of Work ................................................................................................................................ 25 Time of Completion ........................................................................................................................ 25 Contract Sum ................................................................................................................................. 25 Liquidated Damages ...................................................................................................................... 25 SECTION 9. MEASUREMENT AND PAYMENT .............................................................................. 25 General Measurement and Payment Requirements ..................................................................... 25 SECTION 10. TECHNICAL PROVISIONS.......................................................................................... 26 10-1 CONSTRUCTION REQUIREMENTS ........................................................................... 26 Project Plans .................................................................................................................................. 26 Mobilization .................................................................................................................................... 26 Progress Schedule/Record Drawings ............................................................................................ 26 Cooperation .................................................................................................................................... 26 24-Hour Contact Number ............................................................................................................... 26 Meetings ......................................................................................................................................... 26 Waste Haulers and Recycling Operations ..................................................................................... 27 Project Appearance and Street Sweeping ..................................................................................... 27 Dust/Erosion/Drainage Control ...................................................................................................... 27 Recycled Water/Non-Potable Water .............................................................................................. 28 Measurement and Payment ........................................................................................................... 28 10-2 PUBLIC SAFETY................................................................................................................... 28 Maintenance of Pedestrian Access and Circulation ...................................................................... 28 Access Requirements .................................................................................................................... 29 10-3 EXISTING FACILITIES ......................................................................................................... 29 General........................................................................................................................................... 29 Protect Existing Facilities To Remain ............................................................................................ 29 10-4 DEMOLITION ....................................................................................................................... 30 Description of Work ........................................................................................................................ 30 Review............................................................................................................................................ 30 Standards ....................................................................................................................................... 30 Schedule ........................................................................................................................................ 30 General Operations ........................................................................................................................ 30 Removals ....................................................................................................................................... 30 Utilities and Public Facilities ........................................................................................................... 31 10-5 Roofing replacement ............................................................................................................ 31 Contractor Quality Control.............................................................................................................. 31
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities iii
ROUGH CARPENTRY ............................................................................................................................... 33 PREPARATION FOR ROOF REPLACEMENT ......................................................................................... 34 MODIFIED BITUMINOUS MEMBRANE ROOFING .................................................................................. 42 SHEET METAL FLASHING AND TRIM…………………………………………………………………………57 METAL WALL PANELS………………………………………………………………………………………….. 63
APPENDICES ........................................................................................................................................ 1 Appendix A: Substitution Request Form ................................................................................................ 1 Appendix B: Construction Workday Calendar ........................................................................................ 1 Appendix C: Best Management Practices for the Construction Industry ............................................... 1 Appendix D: City’s Storm Water Pollution Control Requirements .......................................................... 1 Appendix E: South Bay Water Recycling Program ................................................................................ 1 Appendix F: California Prevailing Wage Rates ...................................................................................... 1 Appendix G: California Public Contract Code Section 9204 .................................................................. 1 Appendix H: Site Map ............................................................................................................................. 1
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities
NOTICE INVITING BIDS
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Notice Inviting Bids NIB - 1
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
NOTICE INVITING BIDS
FOR CONSTRUCTION OF
CITY FACILITIES ROOF REPLACEMENT (FY 2025) –
CAMPBELL COMMUNITY CENTER BUILDINGS D AND H
PROJECT NO. 24-TT
1. Date and Place of Opening Bids. Notice is hereby given that sealed bids will be received at the Office of the City Clerk of the City of Campbell (City or Owner), 70 N.
First Street, Campbell, CA 95008-1423 until 2:00 PM, Wednesday, October 16, 2024, for the foregoing project. Prospective bidders are to call the City Clerk at (408) 866-2117 to coordinate delivery. BIDS RECEIVED AFTER THE DATE AND TIME STATED ABOVE WILL NOT BE CONSIDERED.
The bid opening, which is in compliance with the Brown Act, will be conducted in person in the Council Chambers at Campbell City Hall (70 N. First Street, Campbell, CA) at 2:30PM, on Wednesday, October 16, 2024. The bids submitted will be publicly opened and read aloud at that time.
2. Location of Work. The work that is to be performed is at the Campbell Community Center Buildings D & H, located at 1 West Campbell Avenue within the City of Campbell.
3. Scope of Work. The work to be performed, in general, consists of furnishing all labor, tools, equipment, transportation, and materials required to complete the CITY FACILITIES ROOF REPLACEMENT PROJECT 24-TT (FY 2025) - CAMPBELL COMMUNITY CENTER BUILDINGS D & H. The scope of work generally includes but is not limited to the following: The project involves removing the existing surface and installing a new bituminous roofing material onto the surface of the building roof line, including the installation of metal flashing and trim.
4. For additional information, please contact City of Campbell, Public Works Department, Project Manager, David Fanucchi, (408) 866-2194, [email protected].
The Contractor’s duty to pay State prevailing wages can be found under Labor Code Section 1770 et seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment.
Bids are required for the entire work described in the project plans, specifications, and contract documents, and must be submitted on the forms contained therein. Special attention shall be directed to pages BP-3 of the Bid Proposal forms, which list all required documents to be submitted at the time of bid.
Time for completion of the work is 45 WORKING DAYS for all work.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Notice Inviting Bids NIB - 2
This contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990.
The City of Campbell affirms that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation.
5. Proprietary Products. Approval of substitution requests for the roofing products will be by addendum only. Substitution Requests for “or equal” products must be submitted per Section 6 Control of Materials.
6. Contract Documents . Interested parties may view Contract Documents, including, but not limited to, the Notice Inviting Bids, instructions to bidders, specifications, special provisions, bid forms and Contract may be seen on the Quest website at no charge. The digital Contract Documents may be downloaded for $ 22.00 by inputting the Quest CDN Project # on the websites’ Project Search page. Please contact QuestCDN.com at (952) 233-1632 or [email protected] for assistance in free membership, registration, downloading, and working with this digital project information. To be included on the plan holders list, receive notification of addenda, and to be eligible to bid, interested parties must download the Contract Documents from Quest CDN. Those downloading the Contract Documents assume responsibility and risk for completeness of the downloaded Contract Documents.
7. Bid Security. Each bid shall be accompanied by one of the following forms of bidder’s security: cash, certified or cashier's check drawn upon a responsible bank, or Bid Bond executed by an admitted surety insurer, made payable to the City of Campbell. The bidder’s security shall be in an amount equal to at least ten percent (10%) of the total bid price and shall be conditioned to be forfeited to the City of Campbell in the event that the bidder, if their bid is accepted, does not execute the Contract for this project and provide the required bonds (including, but not limited to, payment and performance bonds), certificates of insurance, and endorsements within ten (10) working days of the mailing to the bidder of the Notice of Award. A bid will not be considered unless one of the approved forms of bidder's security is enclosed with it.
8. Award of Contract . All terms and conditions contained in the contract documents shall become a part of the Contract for this project. The Contractor agrees to honor the submitted Bid Proposal for a period of at least 90 -calendar days after the opening of the Bid Proposal. It is anticipated that the Contract for this project will be awarded to the lowest responsible responsive bidder. A bid may be rejected if the City determines that any of the bid item prices are materially unbalanced to the potential detriment of the City.
To the fullest extent permitted by law, the City reserves and maintains the right to reject any and all bids and to waive any bid informality or irregularity at its discretion.
9. Prevailing Rate of Wage. The work contemplated by the contract documents is a public work subject to prevailing wages under California Labor Code Section 1770 et. seq.
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. In accordance with Sections 1770 through 1780 inclusive of the California Labor Code, the City has obtained from the Department of Industrial Relations the general prevailing rates of wages in the locality in which the work is to be performed. The Contractor to whom the Contract for this project
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Notice Inviting Bids NIB - 3
is awarded and any subcontractors must pay not less than the specified prevailing rates of wages to all workers employed in the execution of the Contract. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations and/or the City of Campbell. Pursuant to Section 1773.2 of the Labor Code, general prevailing wage rates included in the Bid Proposal and Contract for the project shall be posted by the Contractor at a prominent place at the site of the work. Copies of the prevailing rates of wages for this project are found in Appendix F of the Project Specifications.
Attention is directed to the Federal minimum wage rate requirements in the bid proposal.
If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes “helper” (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall pay not less than the Federal minimum wage rate, which most closely approximates the duties of the employees in question.
Each Contractor and Subcontractor shall furnish the records specified in Section 1776 directly to the Labor Commissioner, and the City of Campbell, in the following manner:
(a) Monthly, and (b) In a format prescribed by the Labor Commissioner.
10. Substitution of Securities . Pursuant to Section 22300 of the California Public Contract Code, the Contractor may substitute certain securities for moneys withheld by the City to ensure performance under the Contract, or, in the alternative, may request the City to make payment of retentions earned directly to an escrow agent at Contractor’s expense.
11. Licenses. All bidders, contractors and subcontractors shall be licensed in accordance with the laws of the State of California. All contractors and subcontractors shall have and maintain a current and valid contractor license of the required classification from the State of California throughout the course of this project.
In addition, the bidder/contractor shall possess a valid Class “A” General Engineering Contractor License or a C-39 Roofing Contractors License at the time of bid, except that on a joint venture bid a joint venture license may be obtained by a combination of licenses after bid opening but before award in accordance with California Business and Professions Code Section 7029.1. For a federal -aid contract, the bidder must be properly licensed as a contractor from Contract award through Contract acceptance (Cal. Pub. Cont. Code §20103.5). Bidder/contractor shall maintain said license throughout the entire project until Notice of Completion has been issued. Failure to possess the specified license at the time the bid is submitted shall render the bid non - responsive and shall act as a bar to award of the Contract to any bidder not possessing said license at bid submission and result in a forfeiture of the bid security.
Bidder/contractor is required to provide with its bid satisfactory proof of licensure to the City.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Notice Inviting Bids NIB - 4
12. Business License . All contractors and subcontractors working in the City of Campbell must have a valid City of Campbell Business License at the time the Contract is awarded. Business Licenses may be purchased at the Finance Department at 70 N.
First Street, Campbell, California. Business License application can be downloaded at:
https://www.ci.campbell.ca.us/152/Business-Licenses
13. Mandatory Pre-Bid Meeting. Prospective bidders are required to attend a mandatory pre-bid meeting which will be conducted at the Campbell Community Center Buildings D & H on Wednesday, October 2, 2024, at 10:00AM. Bids for this project will not be accepted from bidders/contractors that did not attend the Mandatory Pre-Bid Meeting. It is highly advisable for prospective bidders to conduct a Pre -Bid Site Review prior to attending the meeting.
14. Pre-Bid Site Review. Prospective bidders are required to conduct a review of the project site prior to bid. The purpose of the site visit is to acquaint the bidders with the site conditions and other local conditions that may affect the performance and costs of the work prior to submitting a bid proposal. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of work to be performed and the quantities of materials to be furnished, and as to the requirements of these Notice Inviting Bids, instructions to bidders, plans and specifications, drawings, special provisions, and the Contract.
15. Apprentices. Attention is directed to Sections 1777.5, 1777.6 and 1777.7 of the California Labor Code and Title 8, California Administrative Code, Section 200 et seq. to ensure compliance and complete understanding of the law regarding apprentices.
Contractors and subcontractors shall comply with all such requirements concerning the employment and wages of apprentices. Bidder/contractor is responsible for the compliance of its subcontractors with California Labor Code Sections 1777.5, 1777.6 and 1777.7.
16. State of California Department of Industrial Relations (DIR) Registration. This project is subject to compliance monitoring and enforcement by the DIR pursuant to California Labor Code Section 1771.4.
No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the DIR pursuant to Labor Code Section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code Section 1771.1(a)].
No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the DIR pursuant to Labor Code Section 1725.5.
17. Resolution of Construction Claims . Each bidder is hereby notified of California Public Contract Code Section 9204 (a copy of which is included as Appendix G in the Project Specifications) as such section relates to resolution of construction claims. All provisions of Public Contract Code Section 9204 are incorporated into and form an integral part of the contract documents for this project. Failure of a public entity to respond to a claim within the time periods described in Public Contract Code Section 9204 shall result in the claim being deemed rejected in its entirety.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Notice Inviting Bids NIB - 5
18. In the procurement of supplies, equipment, construction, and services by sub -recipients, the conflict-of-interest provisions in (State LCA - 24 CFR 85.36 and Non -Profit Organizations – 24 CFR 84.4), OMB Circular A -110, and 24 CFR 570.611, respectively, shall apply. No employee, officer or agent of the sub -recipient shall participate in selection, or in the award or administration of a contract supported by Federal funds if a conflict of interest, real or apparent, would be involved.
19. Project Administration. All questions related to this project prior to the opening of bids shall be submitted in writing and received no later than 5PM on Wednesday, October 9, 2024. Questions shall be directed to:
City of Campbell
Public Works Department
70 N. 1st Street
Campbell, CA 95008-1423
Attention: David Fanucchi
Telephone: (408) 866-2194
Email: [email protected]
Fax: (408) 376-0958
CITY OF CAMPBELL
_________________________________________
Andrea Sanders, City Clerk
Publish: September 25, 2024
October 2, 2024
October 9, 2024
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities
Bid Proposal BP - 1
BID PROPOSAL FORMS
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 2
FORMAL BID PROPOSAL
TO THE CITY OF CAMPBELL, CALIFORNIA
FOR CONSTRUCTION OF
CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) –
CAMPBELL COMMUNITY CENTER BUILDINGS D AND H
NAME OF BIDDER
BUSINESS ADDRESS
TELEPHONE
TO THE CITY OF CAMPBELL:
The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein; that this proposal is made without collusion with any other person, firm or corporation; that the bidder has carefully examined the site and has full knowledge of and understands all the provisions and contents of this proposal and the documents attached hereto or referenced herein, including, but not limited to, the City of Campbell Standard Specifications and Details for Public Works Construction (CCSS) dated July 1994, General Provisions Sections 1 – 9 dated March 2022 (General Provisions), the City of San Jose Standard Specifications (SJSS) and Standard Details (SJSD) dated July 1992, the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006 and 2018 , portions of which are incorporated into the CCSS by reference and the Labor Surcharge and Equipment Rental Rates in effect on the date the work is accomplished, the General Prevailing Wage Rates and the Santa Clara County Community Development Block Grant (CDBG) City/County Contract between the County of Santa Clara and City of Campbell (Contract No. Ca-2 2-01 Campbell Community Center Track, and the Project Plans and Specifications entitled:
CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL COMMUNITY
CENTER BUILDINGS D AND H,
Bidder accepts all the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids, plans and specifications, drawings, special provisions, addenda, and Contract.
This bid will remain open for the period stated in the Notice Inviting Bids. If this Bid Proposal is accepted for award, Bidder will enter into a Contract (using the City of Campbell’s standard form) at the unit and/or lump sum prices set forth in following Bid Schedule, and will furnish the
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 3
insurance certificates and endorsements, Bond for Faithful Performance, Bond for Labor and Materials, Bond for Faithful Performance of Maintenance Period, and Permits required by the Contract Documents within ten (10) working days of the mailing to the bidder of the Notice of Award. Bidder understands that if this Bid Proposal is accepted and the undersigned bidder fails to enter into the Contract, and to furnish the required bonds, insurance certificates and endorsements, in the manner and time prescribed, the City may, at its option, determine that the bidder has abandoned its contract, and thereupon this Bid Proposal and the acceptance thereof shall be null and void, and the bid security accompanying this Bid Proposal shall be forfeited to and become the property of the City of Campbell.
Bidder has carefully examined the work site and copies of all the Contract Documents, including, but not limited to, all of the project Addenda. Bidder must include with its Bid Proposal signed and dated copies of all project Addenda. By signing the Addenda, the bidder acknowledges receipt of such Addenda and that all changes reflected in such Addenda are incorporated in the Bid Proposal and final submitted bid pricing.
Accompanying this Bid Proposal are the following documents, completely filled in by the bidder and incorporated herein by reference:
1. Formal Bid Proposal
2. Bid Schedule of Quantities / Unit Costs / Extended Prices
3. Statement of Subcontractors
4. Equal Employment Opportunity Certification
5. Non-Collusion Affidavit
6. DIR Registration Statement
7. Certification Regarding Debarment
8. Public Contract Code Section 10285.1 Statement
9. Public Contract Code Section 10162 Questionnaire
10. Public Contract Code Section 10232 Statement
11. Debarment and Suspension Certification, Title 49, Code of Federal Regulations, Part 29 12. Cash, a cashier’s check made payable to the City, certified check made payable to the City, or Bid Bond executed by a corporate Surety insurer possessing a valid Certificate of Authority issued by the California Department of Insurance, in an amount equal to at least ten percent (10%) of the total bid.
13. Bidders shall submit a copy of their company’s resolution/power of attorney which identifies those who have authority to sign and submit bids and contracts on behalf of the company.
14. Project Addenda.
The City may, at its option, request additional or supplemental information after bid opening.
Bidder understands that the City reserves the right to reject any or all bids and to waive any informalities or irregularities in the bidding to the fullest extent permitted by law.
Bidder has familiarized itself with the nature and extent of the Contract Documents, the Work, the project site, the locality where the Work is to be performed, the legal requirements (federal, state, and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress and/or performance of the Work and has made such independent investigations as Bidder deems necessary.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 4
In conformance with California Labor Code Section 1860, et seq ., the undersigned bidder confirms and certifies the following:
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker’s 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.
The bid shall include all work required to develop, administer and construct the project as described throughout the Contract Documents (including, but not limited to, the Plans and Specifications and drawings) in its entirety. The Bidder shall be responsible for reviewing the descriptions and providing a Bid Proposal that includes an understanding of the total project.
Bidder agrees to complete the Work required under the Contract Documents (including, but not limited to, all Bid Schedules, Statement of Subcontractors, Bidder’s General Information, Non - Collusion Affidavit, and certifications, statements and questionnaires contained in these Bid Forms) within the Contract Time specified, and to accept as full payment the Contract Price based on the Lump Sum or Unit Bid Price(s) listed in the Bid Schedule(s).
If the bidder is an individual, the individual’s full first and last name, together with the signature of the individual shall be set forth below. If bidder is an individual, doing business under a fictitious name, the name of the individual followed by the words "doing business under (insert the fictitious name)", together with the signature of the individual shall be set forth below. If the bidder is a corporation, the legal name of the corporation, together with the signature of the officer(s) of the corporation authorized to sign bids and contracts on behalf of the corporation and such officer’s corporate title, with the corporate seal affixed shall be set forth below. If the bidder is an LLC, the legal name of the LLC shall be set forth below, together with the signature of the officer(s) or manager(s) of the LLC authorized to sign bids and contracts on behalf of the LLC and such officer’s or manager’s title shall be set forth below. If the bidder is a partnership, the legal name of the partnership, if one exists, together with the signature of the partner(s) authorized to sign bids and contracts on behalf of the partnership shall be set forth below. If any of the partners are corporations, execution for such partner(s) shall be accomplished in accordance with the requirements set forth above for corporations. If any of the partners are partnerships, execution for such partner(s) shall be accomplished in accordance with the requirements set forth above for partnerships. If the bidder is a joint-venture, the legal name of the joint-venture, if one exists, together with the names of all joint -venture members comprising the joint-venture, the signature(s) of the manager(s) authorized to sign bids and contracts on behalf of the joint -venture and such manager(s) title shall be set forth below. If any of the joint - venture members are corporations, execution for such joint -venture member shall be accomplished in accordance with the requirements set forth above for corporations. If any of the joint-venture members are partnerships, execution for such joint -venture members shall be accomplished in accordance with the requirements set forth above for partnerships.
Anyone signing the Bid Proposal or any other bid form as an agent of the bidder must submit with the bid package legal evidence of his or her authority to sign such Bid Proposal or other bid form. If bidder is a corporation, LLC, partnership, joint venture or other legal entity, bidder must submit with the bid package a resolution stating who is authorized to sign bid documents and enter into contracts on the bidder’s behalf. If the signature is by an agent other than an officer of a corporation, or member of a partnership, a Power of Attorney must be on file with the City Clerk prior to opening of bids or submitted with the bid; otherwise, the bid may be rejected as non-responsive.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 5
By my signature on this Bid Proposal I certify, under penalty of perjury under the laws of the State of California, that the questionnaire and statements of California Public Contract Code Sections 10162, 10232 and 10285.1 are true and correct and that the bidder has complied with the requirements of Section 8103 of the Fair Employment and Housing Commission Regulations (Chapter 5, Title 2 of the California Administrative Code). By my signature on this Bid Proposal I further certify, under penalty of perjury under the laws of the State of California and the United States of America, that the statements made in the Noncollusion Affidavit required by Title 23 United States Code, Section 112 and Public Contract Code Section 7106; and the Title 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.
The undersigned declares under penalty of perjury that the information contained in this Bid Proposal and all accompanying bid forms and documents is true and correct.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 6
ADDENDUM ACKNOWLEDGEMENT
BY SIGNING THIS BID PROPOSAL, THE BIDDER ALSO ACKNOWLEDGES ADDENDA NOS. __________________________ AND THAT THE CHANGES CONTAINED THEREIN ARE INCORPORATED AND REFLECTED IN THIS BID PROPOSAL.
Executed on the day of , 20___
________________________________________
SIGNATURE OF BIDDER
By: ______________________________________
Title: ___________________________________
Name of
Contractor: _______________________________
Address: _________________________________
Telephone: _______________________________
State Contractor License No.: _________________
Classification: _____________________________
Expiration Date: ___________________________
DIR Registration #: ________________________
NOTE--Signature(s) of bidder(s) must be notarized.
NOTE: If any addenda to the contract documents are issued for this project, this Bid Proposal signature page and all associated bid forms must be signed and dated no earlier than the date the last addenda is issued and acknowledged.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 7
BASE BID SCHEDULE
CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) –
CAMPBELL COMMUNITY CENTER BUILDINGS D AND H
BID
ITEM
NO. ITEM DESCRIPTION UNIT ESTIMATED
QUANTITY
UNIT
PRICE
EXTENDED
PRICE
1 Building D Roof Replacement LS
2 Building H Roof Replacement LS
TOTAL BASE BID: ______________________________
Total BASE BID Written in Words:
See Section 3 of the Special Provisions for the determination of the low bid.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 8
STATEMENT OF SUBCONTRACTORS
The Bidder shall list the name, address, the California contractor license number, and public works contractor registration number issued pursuant to California Labor Code Section 1725.5 of each subcontractor to whom the Bidder proposes to subcontract portions of the work, as required by California Public Contract Code Sections 4100 et seq . and the provisions in "Designation of Subcontractors" in Section 2 -1.15A of the City of San Jose Standard Specifications.
NAME OF
SUBCONTRACTOR
ADDRESS OF
SUBCONTRACTOR
LICENSE NUMBER
& LICENSE
CLASSIFI-CATION
WORK TO BE
PERFORMED BY
SUBCONTRACTOR
DOLLAR VALUE
OF
SUBCONTRACT
SIGNATURE OF BIDDER: ______________________________________________
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 9
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.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 10
NONCOLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY of CAMPBELL, DEPARTMENT OF PUBLIC WORKS.
In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that 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, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
___________________________________
SIGNATURE OF BIDDER
___________________________________
TITLE
___________________________________
DATE
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 11
DIR REGISTRATION STATEMENT
To the CITY of CAMPBELL, DEPARTMENT OF PUBLIC WORKS.
By submitting its bid, the bidder certifies to have verified that it and all subcontractors used on this public work project are registered with the State of California Department of Industrial Relations (DIR) in compliance with California Labor Code Sections 1771.1 and 1725.5. The registration numbers of the Bidder and all subcontractors to be used on this project are as follows:
_____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ ____________________________________________________________________________.
Note: The above DIR Registration Statement is part of the Bid Proposal. Signing the Bid Proposal on the signature portion thereof shall also constitute signature of this DIR Registration Statement.
___________________________________
SIGNATURE OF BIDDER
___________________________________
TITLE
___________________________________
DATE
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 12
CERTIFICATION REGARDING DEBARMENT
To the CITY of CAMPBELL, DEPARTMENT OF PUBLIC WORKS.
By submitting its bid, the bidder certifies in accordance with California Public Contract Code Section 6109 that neither the bidder nor any subcontractor included on the list of proposed subcontractors submitted with the bid is ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7. In accordance with California Public Contract Code Section 6109, contractors and subcontractors who are ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7 may neither bid on, be awarded or perform as a subcontractor on public works projects.
Note: The above Certification Regarding Debarment is part of the Bid Proposal. Signing the Bid Proposal on the signature portion thereof shall also constitute signature of this Certification Regarding Debarment.
___________________________________
SIGNATURE OF BIDDER
___________________________________
TITLE
___________________________________
DATE
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Bid Proposal BP - 13
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In accordance with California Public Contract Code Section 10285.1, the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has ______, has not ______ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Section 1101, with any public entity, as defined in Section 1100, including, for the purposes of this article, the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in California Public Contract Code Section 10285.1.
Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Public Contract Code Section 10285.1 Statement is part of the Bid Proposal. Signing the Bid Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. ___________________________________
SIGNATURE OF BIDDER
___________________________________
TITLE
___________________________________
DATE
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 14
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In accordance with California Public Contract Code Section 10162, the bidder shall complete, under penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the proposer, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes _____ No _____
If the answer is yes, explain the circumstances in the following space.
Note: The above Questionnaire is part of the Bid Proposal. Signing this Bid Proposal on the signature portion thereof shall also constitute signature of this Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 15
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In accordance with California Public Contract Code Section 10232, the bidder, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the bidder within the immediately preceding two-year period because of the bidder's failure to comply with an order of a federal court which orders the bidder to comply with an order of the National Labor Relations Board.
Note: The above Statement is part of the Bid Proposal. Signing this Bid Proposal on the signature portion thereof shall also constitute signature of this Statement.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
___________________________________
SIGNATURE OF BIDDER
___________________________________
TITLE
___________________________________
DATE
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 16
DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies to the best of its knowledge and belief that, except as noted below, it and its principals:
a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b) Have not, within a three (3) year period preceding this certification, been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction, violation of Federal or State antitrust statutes, or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (b) of this certification; and
d) Have not within a three (3) year period preceding this Bid Proposal had one or more public transactions (Federal, State or local) terminated for cause or default.
The bidder also certifies that, if bidder later becomes aware of any information contradicting the statements above, it will promptly provide that information to the City of Campbell. “Principals” for the purpose of this certification means any owner, partner, director, officer, and/or manager.
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.
Note: The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature portion thereof shall also constitute signature of this Certification.
Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the proposal.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities
Bid Proposal BP - 17
In signing this certification, I declare under penalty of perjury that the foregoing certifications are assurances are true and correct.
___________________________________
SIGNATURE OF BIDDER
___________________________________
TITLE
___________________________________
DATE
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 18
BID BOND FORM
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Bid Proposal BP - 19
BID BOND
City of Campbell
KNOW ALL MEN BY THESE PRESENTS,
That we, , as PRINCIPAL, and , as SURETY, are held and firmly bound unto the CITY OF CAMPBELL in the penal sum of TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the CITY OF CAMPBELL, acting by and through the Department of Public Works, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these present.
THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned bid to the CITY OF CAMPBELL, as aforesaid, for certain construction specifically described as follows, for which bids are to be opened in the Office of the City Clerk, City Hall, Campbell, California , 20 , for:
CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL COMMUNITY
CENTER BUILDINGS D AND H
NOW, THEREFORE, If the aforesaid Principal is awarded the Contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him for signature, enters into a written Contract, in the prescribed form, in accordance with the bid, and files two bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and files the required insurance policies with the City, all as required by the specifications and the Contract or by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.
In the event suit is brought upon this bond by the Obligee and judgment is recovered, the Surety shall pay all costs incurred by the Obligee in such suit, including a reasonable attorney's fee to be fixed by the court.
IN WITNESS WHEREOF, We have hereunto set our hands and seals on this day of _____________, 20__
(Principal) Surety)
By By
By
(Attach Acknowledgment of both Principal's and Surety's signature)
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Contract CD-1
CONTRACT DOCUMENTS
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Contract CD-2
CONTRACT
BETWEEN CITY OF CAMPBELL
AND
_________________________________
FOR CONSTRUCTION OF
CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL
COMMUNITY CENTER BUILDINGS D AND H
THIS AGREEMENT, made and concluded in duplicate, this __ ___, day of ______________________, 20______ by and between __________________________ hereinafter referred to as "CONTRACTOR", and the City of Campbell, a Municipal Corporation, hereinafter referred to as "CITY":
ARTICLE I. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by CITY, and under the conditions expressed in the two (2) bonds, bearing event date with these presents, and hereunto annexed, the CONTRACTOR agrees with the CITY, at his own proper cost and expense, to do all the work and furnish all plant, labor, services, tools, equipment, supplies, transportation, utilities, and materials, except such as are mentioned in the Specifications to be f urnished by the CITY, necessary to construct and complete to the satisfaction of the City Engineer, in accordance with this Contract, the Notice Inviting Bids, the accepted Bid Proposal, the Plans, the Special Provisions, the City of Campbell Standard Specifications and Details for Public Works Construction (CCSS) dated July 1994, the General Provisions Sections 1 – 9 dated March 2022 (General Provisions), the City of San Jose Standard Specifications (SJSS) and Standard Details (SJSD) dated July 1992, the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006 and 2018, the Labor Surcharge and Equipment Rental Rates of the California Department of Transportation, and the General Prevailing Wage Rates, each of which documents are on file in the office of the City Clerk and all of which are hereby specifically referred to and by such reference made a part hereof.
The work to be done is shown upon the project plans and specifications entitled, CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL COMMUNITY CENTER BUILDINGS D AND H, which said project plans, specifications, and referenced specifications are hereby made a part of this Contract.
ARTICLE II. The CITY hereby promises and agrees with the CONTRACTOR to employ, and does hereby employ, the CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the price aforesaid, and hereby contracts to pay the same at the time, and in the manner and upon the conditions herein set forth; and the CITY and the CONTRACTOR, for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained.
ARTICLE III. The CONTRACTOR agrees to receive and accept the prices indicated in the Contractor's signed proposal as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this Contract; also for all loss or damage, arisi ng out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work until its acceptance by the CITY, and for all risks connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work and for well and faithfully
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Contract CD-3
completing the work, and the whole thereof, in the manner and according to the Plans and Specifications, and the requirements of the Engineer, and also for furnishing the required bonds and insurance, and for doing all other things mentioned, contemplated or embraced in this agreement, and the contract documents.
ARTICLE IV . In accordance with the provisions of Section 3700 of the Labor Code, the Contractor will be required to secure the payment of worker's compensation to his employees.
ARTICLE V. By my signature hereunder, as CONTRACTOR, I certify that I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or to undertake self -insurance in accordance wit h the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this Contract.
ARTICLE VI . The improvement contemplated in the performance of this Contract is an improvement over which the CITY shall exercise general supervision. The CITY shall have the right to assume full and direct control over this Contract whenever the CITY, at its sole discretion, shall determine that its responsibility to the United States or the State of California so requires.
ARTICLE VII. The general prevailing wage rates as heretofore specified, and any minimum wage rates indicated in the Special Provisions are hereby specifically referred to and by this reference are made a part of this Contract. It is further expressly agreed by and bet ween the parties hereto that should there be any conflict between the terms of this instrument and the Bid or Proposal of CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said Proposal conflicting herewith.
ARTICLE VIII. Contractor shall be responsible for complying with the provisions of California Labor Code Section 1771.1(a) which states: A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4 104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section fo r an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.
ARTICLE IX . Contractor and any subcontractors under the Constructor shall comply with Section 1775 of the California Labor Code regarding prevailing wages.
ARTICLE X. Contractor shall be responsible for complying with the provisions of Section 1776 of the California Labor Code concerning payroll records, as more specifically described in Section 7-1.01A(4) ”Payroll Records” of the General Provisions.
ARTICLE XI. Contractor shall be responsible for complying with the provisions of California Labor Code Sections 1777.5 through 1777.7, inclusive, concerning apprentices, as more specifically described in Section 7-1.01A(8) “Apprentices” of the General Provisions.
ARTICLE XII. Contractor shall be responsible for complying with the provisions of California Labor Code Sections 1810 through 1815, inclusive, concerning working hours, as more specifically described in Section 7-1.01A(2) “Working Hours” of the General Provisions.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Contract CD-4
ARTICLE XIII. Contractor's attention is directed to Section 7 -1.01D “Trench Safety” of the General Provisions, regarding trench excavation.
ARTICLE XIV . In accordance with Section 8 -1.07 “Liquidated Damages” of the General Provisions, the sum of Two Thousand One Hundred Dollars ($2,100.00) will be assessed as liquidated damages for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed. Liquidated damages for non -compliance with the requirements in Section 8 “Prosecution & Progress”, “Hours of Work" , and under Section 12 “Temporary Traffic Control and Public Safety”.
The City further agrees that the Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the City or the owner of the utility to move or relocate such utility facilities as se t forth in California Government Code Section 4215.
ARTICLE XV. Contractor shall be responsible for complying with the provisions of California Public Contracts Code Section 7104 regarding trenching and excavations that extend deeper than four (4) feet below the surface. No change order issued pursuant to California P ublic Contracts Code Section 7104 shall provide for any increase in compensation that would exceed the recovery allowed pursuant to Section 7 “Legal Relations and Responsibility” of the Special Provisions.
ARTICLE XVI. The City of Campbell shall notify Contractor of the receipt of any third -party claim relating to this contract within 30 days of receipt. The City of Campbell may recover its reasonable costs incurred in providing such notification, pursuant to subdivisio n (c) of Public Contract Code Section 9201. Notwithstanding this notification provision, the City of Campbell reserves its full authority to compromise or otherwise settle any claim relating to this contract at any time.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Contract CD-5
IN WITNESS WHEREOF, the parties of these present have hereunto set their hands the year and date first above written and having fully read and understood the terms and conditions of this contract, acknowledge their agreement to be bound thereby.
CONTRACTOR
By: ____________________________
Title: ____________________________
(Attach Contractor's Notary Acknowledgment)
CITY OF CAMPBELL
By: _____________________________________
Title: _________________________________________
ATTEST:
____________________________
Andrea Sanders, City Clerk
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Contract CD-6
BOND FOR FAITHFUL PERFORMANCE
We, the undersigned , (hereinafter "contractor") and a corporation organized under the laws of the State of ___________________________________, and authorized to transact business in the State of California, as Surety, are obligated to the City of Campbell, (hereinafter "City") a municipal corporation under the laws of the State of California, in the sum of __________________________________________________Dollars ($ ) for the payment of which sum we obligate ourselves and our successors and assigns, jointly and severally by the following provisions:
The condition of this obligation is:
Because the obligated Contractor has, on , 20 , entered into written Contract with the City for the Project entitled “CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL COMMUNITY CENTER BUILDINGS D AND H", a copy of which is attached and made a part of this bond, for the construction of the Project.
Now, therefore, if the Contractor shall faithfully perform the work in accordance with the plans, specifications and contract documents during the original term, and any extensions of the contract which may be granted by the City, with or without notice to the surety, and if it shall satisfy all claims and demands incurred under the contract, and shall fully indemnify and save harmless the City from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the City all outlay and expense which the City may incur in making any default, then this obligation shall be void; otherwise to remain in full force and effect.
If any legal action be filed upon this bond, it shall be filed within one year after final payment has been made under the contract excluding the warranty period, if any, provided for in the contract, and venue shall lie in the County of Santa Clara, State of California, and that surety, for value received stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed under it or the specifications accompanying it shall in any way affect its obligation on this bond, and it does by this means waive notice of any change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications, and thereby waives the provisions of Section 2819 of the Civil Code of the State of California.
In witness, contractor and surety have executed this agreement as of , 20 .
(Contractor)
By ______________________________________
Title ____________________________________
(Surety)
By _____________________________________
Address of Surety:
(Attach Acknowledgements) Surety's Bond Number_______________________ (Accompany this bond with Attorney-in-fact's
(Both Principal's and authority from Surety to execute the bond, Surety's Attorney in Fact) certified to include the date of the bond.)
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Contract CD-7
BOND FOR LABOR AND MATERIAL
We, the undersigned , (hereinafter "Principal") and , a corporation organized under the laws of the State of _______________, and authorized to transact business in the State of California, as Surety, are obligated to the City of Campbell (hereinafter "City"), a municipal corporation under the laws of the State of California, in the sum of Dollars ($ ) for the payment of which sum we obligate ourselves and our successors and assigns, jointly and severally by the following provisions:
The condition of this obligation is that the Principal entered, or is about to enter, into a certain written Contract with the City dated , 20 , for the “CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL COMMUNITY CENTER BUILDINGS D AND H", a true and correct copy of which is presently on file in the office of the City Clerk of the City of Campbell, which said Contract is hereby referred to and made a part hereof.
Because Principal is required to furnish a bond in connection with the contract, providing that if Principal, or any of its subcontractors, shall fail to pay for any materials, or other supplies, or for any work or labor on the contracted work of any kind, or for amounts due under the unemployment insurance act with respect to any work or labor on this project, the Surety on this bond will pay for the debt, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court.
Now, therefore, we, , as Principal, AND , as Surety, are obligated to the City of Campbell, in the sum of $ , lawful money of the United States, for the payment of which sums will and truly to be made, we the said Principal and Surety bind ourselves, successors and assigns, jointly and severally, by these provisions.
The condition of this obligation is that if Principal, its successors or assigns, or its subcontractor, or subcontractors, shall fail to pay for any labor, materials, or other supplies, used in the performance of the work contracted to be done, or for amounts due under the unemployment insurance act with respect to this work or labor, then the Surety on this bond will pay for them, in an amount not exceeding the sum specified in this bond, and in case suit is brought upon this bond will also pay a reasonable attorney's fee, to be fixed by the court.
No prepayment or delay in payment and no changes, extensions, addition or alteration of any provision of said contract or in any plans and specifications referred to herein, and no forbearance on the part of the City shall operate to release the Surety from liability on this bond, and consent to make such alterations without further notice to or consent by the Surety is hereby given, and the Surety hereby waives the provisions of Section 2819 of the Civil Code of the State of California.
In witness, the parties have executed this agreement as of , 20 .
(Principal)
By
(Surety)
By
Address of Surety:
(Attach Acknowledgements)
(Both Principal's and Surety's Bond Number
Surety's Attorney in Fact)
(Accompany this bond with Attorney-in-fact's
authority from Surety to execute the bond
certified to include the date of the bond.)
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Contract CD-8
BOND FOR FAITHFUL PERFORMANCE OF MAINTENANCE PERIOD
We, the undersigned , (hereinafter "Principal") and ___________________________________________, a corporation organized under the laws of the State of ______________________, and authorized to transact business in the State of California, as Surety, are obligated to the City of Campbell (hereinafter "City"), a municipal corporation under the laws of the State of California, in the sum of______________________________________________ Dollars ($ ) for the payment of which sum we obligate ourselves and our successors and assigns, jointly and severally by the following provisions:
The condition of this obligation is that the Principal entered, or is about to enter, into a certain written Contract with the City dated , 20 “CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL COMMUNITY CENTER BUILDINGS D AND H",
for a one year maintenance period of the work described in said Contract, a true and correct copy of which is presently on file in the office of the City Clerk of the City of Campbell, which said agreement is hereby referred to and made a part hereof. And, the City requires a guarantee from the Principal against defective materials and workmanship in connection with that maintenance.
Now, therefore, the Principal agrees that it shall make all repairs or replacements necessary during the period of one -year from the date of acceptance of the contract work, by reason of defective materials or workmanship in connection with the Contract. If those defective materials or workmanship occur within that period, the City shall give the Principal and Surety written notice of that defect within 60 days after discovery. When each replacement is made to the satisfaction of the City, the obligation of the Principal and Surety shall be discharged as to that replacement, otherwise to remain in full force and effect , with surety obligated to secure full and faithful performance of all of Principals’ obligations under the above - referenced contract.
Any repairs or replacements made under this bond shall in like manner be subject to the terms and conditions of it.
No prepayment or delay in payment and no changes, extensions, addition or alteration of any provision of said contract or in any plans and specifications referred to herein, and no forbearance on the part of the City shall operate to release the Surety from liability on this bond, and consent to make such alterations without further notice to or consent by the Surety is hereby given, and the Surety hereby waives the provisions of Section 2819 of the Civil Code of the State of California.
In witness, the parties have executed this agreement as of ______________________, 20__ (Principal)_____________________________
By___________________________________
Title__________________________________
(Surety) _______________________________
By___________________________________
Address of Surety:
(Attach Acknowledgements) Surety's Bond Number_____________________ (Accompany this bond with Attorney-in-fact's
(Both Principal's and authority from Surety to execute the bond, Surety's Attorney in Fact) certified to include the date of the bond.)
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities ___________________________________________________________________________ SPECIAL PROVISIONS SP-1
SPECIAL PROVISIONS
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL
COMMUNITY CENTER BUILDINGS D AND H
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities ___________________________________________________________________________ SPECIAL PROVISIONS SP-2
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
CITY FACILITIES ROOF REPLACEMENT PROJECT 24-TT (FY 2025) – CAMPBELL
COMMUNITY CENTER BUILDINGS D AND H
GENERAL PROVISIONS
SECTION 1. SPECIFICATIONS AND PLANS
General
The work embraced herein shall be done in accordance with the City of Campbell Standard Specifications and Details for Public Works Construction (CCSS) dated July 1994 and as amended by the General Provisions (General Provisions) dated March 2022, and in accordance with the project plans, specifications, and these Special Provisions. The General Provisions is available at: https://www.ci.campbell.ca.us/210/Details. Attention is also directed to the City of San Jose Standard Specifications (SJSS) and Standard Details (SJSD) dated July 1992, the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006 and 2018, portions of which are incorporated into the CCSS, General Provisions, and these Special Provisions by reference.
Special Provisions Section 1 – Section 10
Special Provisions Sections 1 – Section 10 shall apply to all elements of the project. Full compensation for furnishing all labor, materials, tools, equipment and all incidentals for doing all the work involved in compliance with the Plans, Specifications, and Special Provisions Sections 1 – Section 10 shall be deemed included in the price paid for the various other contract bid items and no additional compensation shall be allowed therefore.
SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS
General
The bidder's attention is directed to the provisions in Section 2, “Proposal Requirements and Conditions,” of the Standard Specifications and these Special Provisions for the requirements and conditions which the bidder must observe in the preparation of and the submission of the bid.
The bidder's bond shall conform to the bond form in the Bid proposal for the project and shall be properly filled out and executed. The bidder’s bond form included in that book may be used.
In conformance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the Bid proposal. Signing the Bid proposal shall also constitute signature of the Noncollusion Affidavit.
The Contractor, sub-recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of Title 49 CFR (Code of Federal Regulations), Part 26 in the award and administration of US DOT -assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this
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contract or such other remedy, as the recipient deems appropriate. Each subcontract signed by the bidder must include this assurance.
Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to escrowed bid documents, where applicable, may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on a future public works contract.
Bid Opening
The City Clerk publicly opens and reads bids at the time and place shown on the Notice Inviting Bids.
Proposal Guaranty
The Bidder's Bond shall conform to the bond form included in the Proposal for the project and shall be properly filled out and submitted with the Proposal.
Mandatory Pre-Bid Meeting
Prospective bidders are required to attend a mandatory pre-bid meeting which will be conducted onsite at the Campbell Community Center Buildings D & H located at 1 W Campbell Avenue, Campbell on Wednesday October 2, 2024, at 10:00 AM.
Bids for this project will not be accepted from bidders/contractors that did not attend the Mandatory Pre-Bid Meeting. It is highly advisable for prospective bidders to conduct a Pre -Bid Site Review prior to attending the meeting.
Pre-Bid Site Inspection
Prospective bidders shall carefully examine the jobsite. The submission of the bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to character, quality, and scope of work to be performed, the quantity of materials to be furnished, and as to the requirements of the proposals, plans, specifications, and the contract. Attention is directed to Section 2 -1.03 of the SJSS. All questions relative to this project prior to the opening of bids shall be submitted in writing and received no later than 5 PM on Wednesday, October 9, 2024. Questions shall be directed to:
City of Campbell, Public Works Department
70 North First Street, Campbell, CA 95008-1423
Attention: David Fanucchi, Project Manager
[email protected]
Tel: (408) 866-2194
SECTION 3. AWARD AND EXECUTION OF CONTRACT
Determination Of Low Bid
The bidder’s attention is directed to the provisions in Section 3, “Award and Execution of Contract” of the Standard Specifications and these Special Provisions for the requirements and conditions concerning award and execution of contract.
All bids will be compared on the basis of the Engineer's Estimate of Quantities of work to be done. The determination of the low bid will be based upon the TOTAL BASE BID.
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In accordance with the Department of Industrial Relations (DIR) regulations, all Contractors and Subcontractors bidding and performing work on this Public Works Project must be registered with the California Department of Industrial Relations (DIR) pursuant to Labor Code Section 1725.5 (with limited exception from this requirement for bid purposes only under Labor Code Section 1771.1(a)). All registrations will be verified by the Engineer prior to contract award.
Bid Protests are to be delivered in accordance with Campbell Municipal Code Chapter 3.22 - Bid Protest Procedures to the following:
City of Campbell City Clerk
70 North First Street, Campbell, CA 95008-1423
[email protected]
Tel: (408) 866-2117
Fax: (408) 374-6889
Contract Award
The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed and in accordance with Section 3.20.110 - Determination of Contractor Non-Responsibility of the Campbell Municipal Code.
The contract shall be executed by the successful bidder and shall be returned together with the contract bonds, to the City so that it is received within ten (10) days, not including Saturdays, Sundays and legal holidays, after the bidder has received the contract for execution. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed contract documents shall be delivered to the following address: City of Campbell, Department of Public Works – 70 N. First Street, Campbell, CA 95008-1423.
Contractor Licenses and Requirements
All Contractors and subcontractors working in the City of Campbell must have a valid City of Campbell Business License.
In addition, all Contractors and subcontractors shall possess the appropriate State Contractor’s License. For this project, the Prime Contractor shall possess a Class “A” General Engineering or a C-39 Roofing Contractor License. Failure to possess the specified license shall render the bid as non-responsive and shall act as a bar to award the Contract to any bidder not possessing said license at the time of bid and forfeiture of the bid will result.
All contractors and subcontractors shall have and maintain a current and valid contractor license of the required classification from the State of California throughout the course of this project.
Evidence of possession of said licenses must be provided before contract award.
Special attention is directed to Section 8 PROSECUTION AND PROGRESS of the SJSS, subsection 8 -1.01 Subcontracting, delete the first sentence in the third (3 rd) paragraph and replace with the following:
“The Contractor shall perform with the Contractor’s own organization contract work amounting to not less than 30 percent of the original total contract price, except that any designated “Specialty Items” may be performed by subcontract and the amount of any such “Specialty Items” so performed may be deducted from the original total contract price before computing the amount of work required to be performed by the Contractor with the Contractor’s own organization.”
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities ___________________________________________________________________________ SPECIAL PROVISIONS SP-5
SECTION 4. SCOPE OF WORK
Description of Work
The scope of work generally includes but is not limited to the following: removing the existing surface and installing a new bituminous roofing system including metal flashing and trim.
Locations of Work
The work is to be performed at Campbell Community Center, 1 West Campbell Avenue , Buildings D & H within the City of Campbell.
SECTION 5. CONTROL OF WORK
Maintenance and Access to Records
Maintain complete and accurate records of all its transactions including, but not limited to, contracts, invoices, timecards, cash receipts, vouchers, canceled checks, bank statements, client statistical records, personnel, property and all other pertinent records sufficient to reflect properly (1) all direct and indirect costs of whatever nature claimed to have been incurred or anticipated to be incurred to perform this CONTRACT, and (2) all other matters covered by this CONTRACT.
1. Access to Records. Contractor agrees that the COUNTY, the CITY, and/or any authorized representatives may have access to, and the right to examine, make excerpts or transactions of and from the Contractor’s records and facilities at any time during normal business hours, and as often as may be deemed reasonably necessary until expiration of:
a. five years after expiration of this CONTRACT;
b. five years from the date of termination of this CONTRACT; or c. for such longer period as may be prescribed by law.
Order of Work
Order of Work shall conform to the provisions in Section 5-1.05, “Order of Work” of the Standard Specifications and these Special Provisions.
Contractor Staging & Good Neighbor Guidelines
The Contractor shall survey the City of Campbell for an appropriate location for their construction staging. An area for staging is available in the Winchester Blvd Community Center parking lot next to the building. This staging area is on asphalt in front of Buildings D & H.
Parking in the Campbell Community Center Parking lot is available for a limited number of spaces to be determined at the pre-construction conference.
The following requirements shall apply to the Contractor’s construction staging area:
• The staging area made available near the building shall be protected from spills. Other staging area(s) must be located on existing asphalt, concrete, or non -permeable surfaced area. No staging area shall be allowed on undeveloped lots. The staging area shall be included in the Contractor’s SWPPP/WPCP.
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• The staging area shall not be located in an environmentally or culturally sensitive area and/or impact water resources (rivers, streams, bays, inlets, lakes, and drainage sloughs).
• The staging area shall not be located in a regulatory floodway or within the base floodplain (100-year).
• The staging area shall not affect the access to adjacent properties and/or roadways. • The Contractor shall maintain the staging area and its surrounding streets, sidewalk, curb & gutter at a level of cleanliness and tidiness as specified by the Engineer. • Hours of Work as specified in Section 8 Prosecution and Progress shall apply to accessing the staging area.
• The City’s Noise Ordinance shall be strictly enforced. Violators will be cited. • The Contractor’s construction crew shall carpool to and from the staging area whenever possible to minimize the number of construction vehicles on the surrounding streets and to minimize the parking impact to the immediate area.
• The Contractor shall not store construction debris/waste in the staging area. All debris shall be hauled off and disposed of the same working day in which the debris/waste was generated.
• The Contractor shall not store any equipment, materials, and debris in the public right-of- way or on City property.
• If using private property for staging, the Contractor shall provide proof of an agreement with the property owner at the Engineer’s request.
• The Contractor shall coordinate and work with the City on staging areas necessary for construction operations. The Contractor shall submit a plan indicating their staging and shall work with the City so that staging will minimize disruptions.
At the conclusion of the project, the Contractor shall return the staging area to its original condition or better.
Pre-Construction Conference
A pre-construction conference will be held shortly after the contract award in accordance with “Meetings” subparagraph found in Section 10 -1 “General Construction Requirements.” The Contractor shall prepare in advance the proposed progress schedule in accordance with Section 8 -1.04 “Progress Schedule” of the CCSS and SJSS, and a traffic control plan in accordance with Section 10-2, “Traffic Control and Public Safety” of these Special Provisions.
SECTION 6. CONTROL OF MATERIALS
Contractor Submittals
The Contractor shall submit to the Project Manager the following at least three working days before the pre-construction conference:
1. Construction Schedule
2. Guarantee (Draft Form)
The City reserves the right to delay the issuance of the Notice to Proceed unless all submittals listed above are received and approved by the Project Manager . Any exceptions or rejected submittals will be remedied and resubmitted for the Project Manager’s review and approval prior to the issuance of the NTP.
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities ___________________________________________________________________________ SPECIAL PROVISIONS SP-7
Material Submittal Format
The materials proposed by the Contractor to be used on this contract shall be submitted for approval to the Project Manager before the start of the affected work to allow for review and corrections without work delays – especially those materials and/or equipment that have long lead time for ordering.
The Contractor shall submit FOUR (4) hard copies of each submittal for review and approval by the Project Manager.
The Contractor may elect to email each submittal to the Project Manager for review and approval.
The Contractor is to allow 5 business days to review each submittal and subsequent resubmittal with the exception of shop drawings.
The Contractor is to allow 15 working days to review each shop drawing submittal and subsequent resubmittal.
Submittals and support information shall be separated and clearly labeled when submitted to the Project Manager. The submittal list supplied is intended to be comprehensive, but no claim for its completeness is implied and submittal of the complete list will not relieve the Contractor of supplying all the information needed or of complying with any of the other requirements of the specifications. Revised lists may be issued by the Project Manager, and items may be added to the Material List supplied.
Manufacturer's specifications shall be supplied along with submittal list for all applicable products on the list.
Certificates of Compliance shall be submitted in accordance with Section 6-1.07, “Certificates of Compliance”, of the Standard Specifications including the individual material specification of these Special Provisions.
Submittals shall contain:
1. The date of submission and the dates of any previous submissions, including identification of revision or re-submittals.
2. The Project title and number.
3. Contractor identification, names of subcontractors, suppliers and manufacturers.
4. Specification Section number(s) and Bid Item(s) which pertain.
5. Applicable standards, such as ASTM, Federal, or State Specification numbers. Certified test results indicating performance of materials/products with regard to Specification.
6. The Contractor is required to initial or sign the submittal, certifying the review of submittals and verification of products, field construction criteria, and coordination of the information within the submittal and the project plans and specifications.
The General Contractor shall be required to review and approve all submittals and provide them signed as evidence thereof, prior to submitting them to the Project Manager for review.
Submittals that are not signed by the General Contractor will be rejected. Submittals shall be numbered consecutively.
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The preparation of plans, drawings, and necessary documents, as required by the following submittal lists, shall be considered as part of the requirements of other items of work and no additional compensation shall be allowed, therefore.
The Project Manager reserves the right to reject any item that does not fulfill the requirements of these plans, Special Provisions and the Standard Specifications.
The Project Manager reserves the right to require additional submittals from the Contractor that are not specifically identified in the Materials Submittal List Table below. If so requested, the Contractor shall provide the Project Manager with FOUR (4) copies of any additional submittal.
Substitutions
a. General - Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor are considered "requests for substitutions". The following are not considered substitutions:
Revisions to Contract Documents requested by the City.
Specified options of products and construction methods included in Contract Documents.
Compliance with governing regulations and orders issued by governing authorities.
b. Submittal – Requests for substitution will be considered only if received at least ten (10) working days prior to the bid opening. Requests received after this date may be accepted or rejected at the discretion of the City.
Each request for substitution shall be prepared and presented to the City in accordance with the procedures for submittals and shall be submitted on the request form as included in Appendix A. The following additional information shall be provided.
1. An explanation of the advantages to the City for accepting the substitution.
2. A comparison of significant qualities of the proposed substitution with those specified.
3. A list of changes or modifications needed to other parts of the work and to construction performed by the City and separate Contractors that will be necessary to accommodate the proposed substitution.
4. A statement indicating the substitution's effect on the Construction Schedule compared to the Construction Schedule without
acceptance of the substitution. Indicate the effect of the proposed substitution on overall contract time.
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5. Cost information, including a proposal of the net change, if any, in the Contract Sum.
6. Certification that the substitution is equal to or better in every respect to that required by Contract Documents, and that it will perform adequately in application indicated. Include Contractor's waiver of rights to additional payment or time extensions that may be necessary because of the substitution's failure to perform adequately.
c. Substitution Conditions - The Contractor's substitution request will be considered by the City when the following conditions are satisfied, as determined by the City; otherwise, requests will be returned without action except to record noncompliance with these requirements.
Extensive revisions to Contract Documents are not required.
Proposed changes are in keeping with the general intent of Contract Documents.
The request is timely, fully documented and properly submitted.
The specified product or method of construction cannot be provided within the specified Contract Time. The request may not be considered if the product or method cannot be provided as a result of failure of the Contractor to pursue the work promptly or coordinate activities properly.
A substantial advantage is offered the City, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the City may be required to bear. Additional responsibilities for the City may include additional compensation to the Consulting Engineer/Architect for redesign and evaluation services, increased cost of other construction by the City or separate contractors, and similar considerations.
The specified product or method of construction cannot receive necessary approval by a regulatory agency, and the requested substitution can be approved.
The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the compatibility.
The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated.
The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution can provide the required warranty.
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d. Unacceptable Substitution Conditions - The Contractor's submittal and City's acceptance of Shop Drawings, Product Data or Samples that do not comply with the Contract Documents does not constitute a valid request for substitution, nor does it constitute acceptance of a substitution.
e. City's Action - If the request for substitution is submitted during the bid period, the City will notify all bidders about the acceptance of the substitution at least five (5) days prior to the bid opening. For substitution requests after the project has been awarded, the City will notify the Contractor of acceptance or rejection of the proposed substitution within 28 calendar days of receipt. If a decision on use of a substitute cannot be made within these time limits, the product originally specified shall be used.
f. Time Extension - No extension of contract time will be allowed through failure of the Contractor to either transmit requests for substitution sufficiently in advance of the work, or on account of processing time outside the time limits noted above.
Should the originally specified materials not be available within the specified contract time due to the negligence of the Contractor to order and obtain such materials, the Contractor shall be responsible to provide, install and maintain a temporary “equal” material as approved by the City, and shall replace such temporary material with the required product upon availability. The Contractor shall be responsible for all costs associated with the installation, maintenance, and removal of the temporary product and the installation of the specified product, including an extended one-year warranty to cover the final product installed. Sufficient funds to cover the purchase and installation of the specified product will be withheld from monies due the Contractor until such work has been completed and accepted by the City.
Specified “Or Equal” Items
Wherever catalog numbers and specific brands of trade names followed by the designation "or equal" are used in conjunction with a designated material, product, item, or service mentioned in these specifications, they are used to establish the standards of quality and utility required. "Or equal" proposals will be subject to acceptance by the City.
The basis for this determination is that the specified materials, products, or services are necessary to match other products in use by the City on a particular public improvement.
Payment for compliance with Section 6 “CONTROL OF MATERIALS” shall be deemed included in the various other items of work and no additional compensation shall be allowed, therefore.
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CITY OF CAMPBELL
Materials Submittal List
CITY FACILITIES ROOF REPLACEMENT, PROJECT 24-TT (FY 2025) – CAMPBELL
COMMUNITY CENTER BUILDINGS D AND H
REQUIRED SUBMITTAL
DESCRIPTION PRODUCT
CUT-SHEETS
MANUFACTURER/
PRODUCER
INSTALLATION
INFORMATION
CERT. OF
COMPLIANCE
PRODUCT
SAMPLE
REMARKS
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SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY
Claims
This Section (Claims) shall be interpreted in accordance with, the claims resolution process established by Section 9204 of Chapter 9, Part 1, Division 2 of the California Public Contract Code (“Section 9204”) (a copy of which is attached hereto as Appendix G). All provisions of Section 9204 are incorporated into and form an integral part of the contract documents for this project. The City and Contractor shall comply with Appendix G, “California Public Contract Code Section 9204,” when applicable. The rights granted by Section 9204 may not be waived, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action; and (2) the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of Section 9204, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in Section 9204.
It is the intention of this section that disputes between the parties arising under and/or by virtue of the contract be brought to the attention of the Project Manager at the earliest possible time in order that the matters may be mitigated and/or resolved, if possible, or other appropriate action promptly taken.
The Project Manager will evaluate and respond to Contractor claims (as such term is defined in Section 9204(c)) in conformance with Section 9204. Failure by the City to respond to a claim from Contractor within the time periods described in Section 9204 or to otherwise meet the time requirements of that section shall result in the claim being deemed rejected in its entirety.
Contractor’s compliance with the notice, protest, claims, and dispute resolution procedures and requirements specified in the contract documents (including, but not limited to, this Section, “Claims”) shall be a prerequisite to initiation of litigation. Failure of the Contractor to conform to the specified notice, protest, claims, and dispute resolution procedures and requirements shall constitute a failure to pursue diligently and exhaust the administrative procedures in the contract and is deemed as the Contractor's waiver of the potential claim and a waiver of the right to a corresponding claim for the disputed work.
Notice (for Claims)
No claim will be considered or allowed unless the Contractor has first complied with the notice and/or protest requirements specified in the contract documents, including, but not limited to, this Section, “Claims.” Nothing in the contract documents shall excuse the Contractor from its duty to file or give the required claim and/or protest notices. Contractor shall not be entitled to the payment of any additional compensation where the written notices of potential claim have not been given to the Project Manager in the manner required by and within the time limitations of this Section.
A. Initial Notice of Potential Claim
For disputes and claims by Contractor in connection with, arising out of, or relating to the contract and/or this project, the Contractor shall provide a signed written initial notice of potential claim to the Project Manager within five (5) calendar days from the date the dispute or event(s) giving rise to the potential claim first arose. The Contractor shall assign an exclusive identification number for each dispute, determined by chronological sequencing, based on the date of the dispute.
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The exclusive identification number for each dispute shall be used on the following corresponding documents:
1) Initial notice of potential claim.
2) Supplemental notice of potential claim.
3) Full and final documentation of potential claim.
4) Corresponding claim included in the Contractor's written statement of claims.
The Contractor shall provide the Project Manager the opportunity to examine the site of work within five (5) calendar days from the date of the initial notice of potential claim. The Contractor shall proceed with the performance of contract work unless otherwise specified or directed by the Project Manager.
The Contractor shall maintain records that provide a clear distinction between the incurred direct costs of disputed work and that of undisputed work. The Contractor shall allow the Project Manager access to the Contractor's project records to evaluate the potential claim within fifteen (15) calendar days of the date of the Project Manager’s written request.
The Contractor shall have no right to additional compensation for any claim that may be based on any act, failure to act, event, thing, or occurrence for which no written notice of potential claim as herein required was filed.
B. Supplemental Notice of Potential Claim
Within fifteen (15) calendar days of submitting the initial notice of potential claim, the Contractor shall provide a signed supplemental notice of potential claim to the Project Manager with reasonable documentation to support the claim, that provides at least the following information:
1) The complete nature and circumstances of the dispute giving rise to the potential claim. 2) The contract provisions and specifications supporting the basis of the claim. 3) The estimated cost of the potential claim and an itemized breakdown of individual costs and how the estimate was determined. An estimate of the costs and the cost breakdown must be provided even if the costs claimed have not been incurred when the claim is submitted. The cost breakdown must include an itemization of costs for (a) labor including workers’ names, classifications, regular hours and overtime hours worked, dates worked, and other pertinent information; (b) materials stored or incorporated in the work including invoices, purchase orders, location of materials either stored or incorporated into the work, dates materials were transported to the project or incorporated into the work, and other pertinent information; and (c) itemization of machinery and equipment including make, model, hours of use, dates of use, and equipment rental rates of any rented equipment.
4) A time impact analysis of the project schedule that demonstrates the effect on the scheduled completion date due to schedule changes or disruptions where a request for adjustment of contract time is made.
The information provided in items 1 and 2 above shall provide the Contractor's complete reasoning for additional compensation or adjustments.
If the estimated cost or effect on the scheduled completion date changes, the Contractor shall update information in items 3 and 4 above as soon as the change is recognized and submit this information to the Project Manager.
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C. Full and Final Documentation of Potential Claim
The Contractor must notify the Project Manager within ten (10) calendar days of completion of the work related to the potential claim.
Within thirty (30) calendar days of the completion of work related to the potential claim, the Contractor shall provide the full and final documentation of potential claim to the Project Manager that provides at least the following information:
1) A detailed factual account of the events giving rise to the potential claim, fully describing the nature and circumstances that caused the dispute, including, but not limited to, pertinent dates, locations, and items of work affected by the dispute. 2) The specific provisions of the contract that support the potential claim and a statement of the reasons these provisions support and provide a basis for entitlement of the potential claim.
3) If additional monetary compensation is requested, the exact amount requested calculated in conformance with the Contract Documents and an itemized breakdown of individual costs.
4) If an adjustment of contract time is requested, Contractor shall include in its full and final documentation of potential claim at least the following information:
a) The specific dates for which contract time is being requested. b) The specific reasons for entitlement to a contract time adjustment. c) The specific provisions of the contract that provide the basis for the requested contract time adjustment.
d) A detailed time impact analysis of the project schedule. The time impact analysis shall show the effect of changes or disruptions on the scheduled completion date to demonstrate entitlement to a contract time adjustment.
5) The identification and copies of the Contractor's documents and communications and the substance of any oral communications that support the potential claim.
The Project Manager’s receipt of the full and final documentation of potential claim shall be evidenced by postal receipt or the Project Manager’s written receipt if delivered by hand.
Documentation, Records, and Certification (for Claims)
Claims filed by the Contractor shall be in sufficient detail to enable the Project Manager to ascertain the basis and amount of said claims. If additional information or details are required by the Project Manager to evaluate and/or determine the basis and amount of the claim, the Contractor shall furnish additional information or details so that the additional information or details are received by the Engineer no later than the tenth (10 th) calendar day after the date of Project Manager’s written request. If the tenth (10 th) calendar day falls on a Saturday, Sunday, or legal holiday, then receipt of the information or details by the Project Manager shall not be later than close of business of the next business day. Failure to submit the information and details to the Project Manager within the time specified will be sufficient cause for denying the claim.
The Contractor shall keep full and complete records of the costs and additional time incurred for any work for which a claim for additional compensation is made. The Project Manager or any designated claim investigator or auditor shall have access to those records and any other records as may be required by the Project Manager to evaluate the claims. Failure to permit timely access to those records shall be sufficient cause for denying the claims.
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All notices of potential claim, supplemental notices of potential claim, and the full and final documentation of potential claim shall be certified with reference to the California False Claims Act, California Government Code Sections 12650-12655.
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., and to the extent the project contains federal funding, the U.S. False Claims Act (31 USC § 3729 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/______________________________________________________
[INSERT NOTARY ACKNOWLEDGMENT]
Failure to submit the notarized certificate will be sufficient cause for denying the claim.
Notwithstanding any other provisions, Contractor’s recovery on claims for additional compensation shall be limited to Contractor’s proven direct and actual costs incurred.
Contractor shall be precluded from claiming consequential damages, including lost profits, lost bonding capacity, and financing costs. Notwithstanding Section 9 -1.03A of the San Jose Standard Specifications, no markups shall be allowed on any extra work performed on a force account basis.
Any claim for overhead type expenses or costs, in addition to being certified as stated above, shall be supported by an audit report of an independent Certified Public Accountant. Any claim for overhead 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.
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Review and Resolution of Disputes (for Claims)
Contractor claims (as such term is defined in Section 9204(c)) shall be reviewed by the City and resolved by the parties in accordance with Appendix G, “California Public Contract Code Section 9204,” SJSS Section 7 -1.22, “Provisions of Law and Venue” and Section 9 -1.10, “No Arbitration of Disputes,” and applicable law.
Final Estimate
If the work is deemed acceptable to the Project Manager in the Project Manager’s sole discretion, after acceptance by the Project Manager, the Project Manager will prepare and issue to Contractor a proposed final estimate.
The Contractor shall submit written approval of the proposed final estimate or a written statement of all claims arising under or by virtue of the contract so that the Project Manager receives the written approval or statement of claims no later than close of business of the thirtieth (30th) calendar day after receiving the proposed final estimate. If the thirtieth (30th) calendar day falls on a Saturday, Sunday, or legal holiday, then receipt of the written approval or statement of claims by the Project Manager shall not be later than close of business of the next business day. The Project Manager’s receipt of the Contractor's written approval or statement of claims shall be evidenced by postal receipt or the Project Manager's written receipt if delivered by hand.
No claim will be considered that has any of the following deficiencies:
A. The claim was not included in the written statement of claims.
B. The Contractor did not comply with applicable notice, protest, claims, and dispute resolution procedures and requirements specified in the contract documents, including, but not limited to, this Section, “Claims.”
The Project Manager will make the final determination of any claim which remains in dispute after completion of the claim review. If a claim is timely submitted to the Project Manager and the Project Manager fails to issue a decision on that claim within the time limits prescribed for issuing a written statement under Section 9204, the Project Manager shall be deemed to have decided to reject the claim in its entirety. The Project Manager will make and issue the Project Manager’s final estimate following the earlier to occur of the following: (a) Contractor’s acceptance of the proposed final estimate, (b) Contractor’s failure to timely submit a claim statement within 30 days of receiving the proposed final estimate, or (c) Project Manager’s final determination of the claims.
Payment on the final estimate will be ninety -five percent (95%) of the total amount found to be due. The remaining five percent (5%) deducted from the final estimate and retained by the City will be paid to the Contractor within thirty-five (35) days after the Notice of Completion has been recorded, or as otherwise prescribed by law, except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the contract to be further retained.
Final payment and release of the final five percent (5%) retention amount shall not relieve the Contractor of his/her/its warranty or guaranty obligations or any other obligations that survive project completion.
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Acceptance of final payment by Contractor shall constitute a waiver of all claims except claims meeting all the following requirements: claims (a) previously made in writing in compliance with the notice, protest, claims, and dispute resolution procedures and requirements specified in the contract documents, (b) included in Contractor’s written statement of claims, and (c) identified by Contractor as unsettled at the time of final payment.
Worker’s Compensation
Attention is directed to Section 7 -1.01A (6), “Workers’ Compensation,” of the SJSS and the following: Before commencing work in the City of Campbell all Contractors must provide verification of Worker’s Compensation coverage to the City in one of the following forms:
1. Certificate of consent to self-insure issued by the Director of Industrial Relations; or
2. Certificate of Workers’ Compensation Insurance; or
3. Certificate of exemption from the Workers’ Compensation Laws.
Insurance Requirements
The 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, his agents, representatives, employees or subcontractors.
Unless otherwise specified herein these Special Provisions or authorized by the Public Works Director, the following shall be required.
Minimum Scope of Insurance
Coverage shall be at least as broad as:
1. Insurance Services Office Commercial General Liability coverage “occurrence” form CG 0001 (Ed. 11/85)
2. Insurance Services Office form number CA 001 (Ed. 1/87) covering Automobile Liability code 1 (any auto).
3. Workers’ Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance.
Minimum Limits of Insurance
1. General Liability: $1,000,000.00 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage.
3. Employer’s Liability: $1,000,000.00 per accident for bodily injury or disease.
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Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self -insured retentions as respects to the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses.
Other Insurance Provisions
The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:
1. Endorsements must name the Contractor, the City, its officers, officials, employees, volunteers, and agents as well as the County of Santa Clara, members of the Board of Supervisors of the County of Santa Clara, and the officers, agents, and employees of the County of Santa Clara, individually and collectively as additional insureds.
2. The City, its officers, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to the liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance, or as a separate owner’s policy.
3. For any claims related to this project, the Contractor’s insurance coverage shall be primary insurance as respects the City its officers, officials, employees, and volunteers.
Any insurance or self-insurance maintained by the City of Campbell, its officers, officials, employees or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to the City of Campbell.
Workers’ Compensation and Employers Liability Coverage
The insurer shall agree to waive all rights of subrogation against the City, its officers, officials, employees, and volunteers for losses arising from work performed by the Contractor for the City of Campbell.
Acceptability of Insurers
Unless otherwise approved, insurance is to be issued by an issuer with a current A.M. Best Rating of A:VII and be authorized to transact business in the State of California.
Verification of Coverage
Contractor shall furnish the City with original certificates of insurance and amendatory endorsements effecting coverage required by this clause. All certificates and endorsements are
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to be received and approved by the City before work commences. The City reserves the right to require complete certified copies of all required insurance policies, including endorsements effecting the coverage required by these specifications, at any time.
Permit number and address or project number and address shall be clearly stated on all insurance documents.
Subcontractors
Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Endorsements for each subcontractor must name the Contractor, the City, its officers, officials, employees, volunteers, and agents as well as the County of Santa Clara, members of the Board of Supervisors of the County of Santa Clara, and the officers, agents, and employees of the County of Santa Clara, individually and collectively as additional insured. All coverages for subcontractors shall be subject to all of the requirements stated herein.
Public Safety
The following paragraphs are hereby added to Section 7-1.09 "Public Safety," of the CCSS.
The Contractor shall maintain a safe workplace throughout the job including, but not limited to, maintenance of barricades, maintenance of safe pedestrian walkways and handicap access throughout or around the project site, and maintenance of pavement within the limits of the roadway and driveways with a suitable traffic -bearing surface. The Contractor shall fulfill the requirements of this Section 24 hours per day, seven days a week, including holidays, from the time of the Notice to Proceed is issued until the project is formally accepted.
The Contractor shall conform to the City’s Storm Water Pollution Control Ordinance and Best Management Practices (BMP) for the Construction Industry preventing contamination of the City’s storm drain system. A copy of the Ordinance and the BMP’s are included in Appendix C and D.
Labor Nondiscrimination
Attention is directed to Section 1735 of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons, except as provided in Section 12940 of the Government Code, and every Contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter." Attention is directed to the following "Nondiscrimination Clause" that is required by Chapter 5 of Division 4 of Title 2, California Code of Regulations.
NONDISCRIMINATION CLAUSE
1. During the performance of this contract, Contractor and its subcontractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, physical handicap, medical condition, marital status, age (over 40) or sex. Contractors and subcontractors shall ensure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination. Contractors and subcontractors shall
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comply with the provisions of the Fair Employment and Housing Act (Gov. Code, Section 12990 et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, Section 7285.0 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code, Section 12990, set forth in Chapter 5 of Division 4 of Title 2 of the California Code of Regulations are incorporated into this contract by reference and made a part hereof as if set forth in full. Contractor and its subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.
2. This Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under the contract.
STANDARD CALIFORNIA NONDISCRIMINATION CONSTRUCTION
CONTRACT SPECIFICATIONS (GOV. CODE, SECTION 12990)
These specifications are applicable to all state Contractors and subcontractors having a construction contract or subcontract of $5,000 or more.
1. As used in the specifications:
a. Administrator” means Administrator, Office of Compliance Programs, California Department of Fair Employment and Housing or any person to whom the Administrator delegates authority;
b. “Minority" includes:
(i) Black (all persons having primary origins in any of the black racial groups of Africa, but not of Hispanic origin);
(ii) Hispanic (all persons of primary culture or origin in Mexico, Puerto Rico, Cuba, Central or South America or other Spanish derived culture or origin regardless of race);
(iii) Asian/Pacific Islander (all persons having primary origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent or the Pacific Islands); and
(iv) American Indian/Alaskan Native (all persons having primary origins in any of the original peoples of North America and who maintain culture identification through tribal affiliation or community recognition).
2. Whenever the Contractor or any subcontractor subcontracts a portion of the work, it shall physically include in each subcontract of $5,000 or more the nondiscrimination clause in this contract directly or through incorporation by reference. Any subcontract for work involving a construction trade shall also include the Standard California Construction Contract Specifications, either directly or through incorporation by reference.
3. The Contractor shall implement the specific nondiscrimination standards provided in paragraph 6(a) through (e) of these specifications.
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4. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women, shall excuse the Contractor's obligations under these specifications, Government Code, Section 12990, or the regulations promulgated pursuant thereto.
5. In order for the non -working training hours of apprentices and trainees to be counted, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor or the California Department of Industrial Relations.
6. The Contractor shall take specific actions to implement its nondiscrimination program. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor must be able to demonstrate fully its efforts under Steps (a) through (e) below:
a) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and at all facilities at which the Contractor's employees are assigned to work. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligations to maintain such a working environment.
b) Provide written notification within seven days to the director of DFEH when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor’s efforts to meet its obligations.
c) Disseminate the Contractor's equal employment opportunity policy by providing notice of the policy to unions and training, recruitment and outreach programs and requesting their cooperation in assisting the Contractor to meet its obligations; and by posting the company policy on bulletin boards accessible to all employees at each location where construction work is performed.
d) Ensure all personnel making management and employment decisions regarding hiring, assignment, layoff, termination, conditions of work, training, rates of pay or other employment decisions, including all supervisory personnel, superintendents, general foremen, on -site foremen, etc., are aware of the Contractor's equal employment opportunity policy and obligations, and discharge their responsibilities accordingly.
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e) Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the equal employment opportunity policy and the Contractor's obligations under these specifications are being carried out.
7. Contractors are encouraged to participate in voluntary associations, which assist in fulfilling their equal employment opportunity obligations. The efforts of a contractor association, joint contractor -union, contractor -community, or other similar groups of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under these specifications provided that the Contractor actively participates in the group, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's.
8. The Contractor is required to provide equal employment opportunity for all minority groups, both male and female, and all women, both minority and non - minority. Consequently, the Contractor may be in violation of the Fair Employment and Housing Act (Gov. Code, Section 12990 et seq.) if a particular group is employed in a substantially disparate manner.
9. Establishment and implementation of a bona fide affirmative action plan pursuant to Section 8104 (b) of this Chapter shall create a rebuttal presumption that a Contractor is in compliance with the requirements of Section 12990 of the Government Code and its implementing regulations.
10. The Contractor shall not use the nondiscrimination standards to discriminate against any person because of race, color, religion, sex, national origin, ancestry, physical handicap, medical condition, marital status or age over 40.
11. The Contractor shall not enter into any subcontract with any person or firm decertified from state contracts pursuant to Government Code Section 12990.
12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and the nondiscrimination clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Government Code Section 12990 and its implementing regulations by the awarding agency. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Government Code Section 12990.
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13. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company equal employment opportunity policy is being carried out, to submit reports relating to the provisions hereof as may be required by OCP and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status, (e.g., mechanic, apprentice trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in any easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, Contractors shall not be required to maintain separate records.
Apprentices
Attention is directed to Section 7 -1.01A(5) of the City of San Jose Standard Specifications and these Special Provisions as follows:
1. Compliance: The Contractor and its subcontractors shall comply with the requirements of the State Apprenticeship Program, as set forth in Section 1777.5 and Chapter 4 of division 3 of the California Labor Code (starting at Section 3070), which collectively are incorporated into this Contract. The Contractor is solely responsible for securing compliance with Section 1777.5 for all apprenticeable occupations.
2. Subcontracts: The Contractor shall include in all of its subcontracts the obligation for subcontractors to comply with the requirements of the State Apprenticeship Program.
3. Evidence of Compliance: The Contractor shall comply promptly with all requests of the Engineer for documentation that the Contractor and its subcontractors are in compliance with the State Apprenticeship Program.
4. Penalties: The Contractor is subject to the penalties set forth in Section 1777.7 of the California Labor Code for a failure to comply with the requirements of Section 1777.5. Section 1777.7 is incorporated into this Contract.
5. Withholding: The Engineer may withhold and retain from payments or moneys due the Contractor the amount of any penalties imposed based on a violation of Section 1777.5 of the California Labor Code. The Engineer’s right to withhold under this provision is separate and independent from any other right to withhold moneys included in this Contract.
Prevailing Wage
Attention is directed to Section 7 -1.01A (2) of the SJSS entitled “Prevailing Wage”, and as determined/published by the Department of Industrial Relations for the state of California – as indicated in the following website: http://www.dir.ca.gov/dlsr/pwd/index.htm. Contractor must post a copy of the applicable prevailing rates at the Project site.
If the published wage rate does not refer to a predetermined wage rate to be paid after the expiration date, said published rate of wage shall be in effect for the life of this contract. If the published wage rate refers to a predetermined wage rate to become effective upon expiration of the published wage rate and the predetermined wage rate is on file with the Department of Industrial Relations, such predetermined wage rate shall become effective on the date following the expiration date and shall apply to this contract in the same manner as if it had been
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published in said publication. If the predetermined wage rate refers to one or more additional expiration dates with additional predetermined wage rates, which expiration dates occur during the life of the contract, each successive predetermined wage rate shall apply to this contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rate expires during the life of this contract, such wage rate shall apply to the balance of the contract.
Copies of the General Prevailing Wage rates can be obtained from the Department of Industrial Relations. Copies of the applicable California Prevailing Wage Rates for this project can be found in Appendix F.
The complete Federal (Davis Bacon) Wage Rates can be found in Appendix F or at the following website under Santa Clara County: http://www.access.gpo.gov/davisbacon/CA.html.
Revisions to the applicable Federal Wage Rates, up to 10 days before bid opening, shall be identified by the issuance of an addendum with the corresponding Internet web site address of where the revisions can be found. The final contract documents signed by and between the City of Campbell and the Contractor, will physically include the Federal Wage Rates, or Federal Wage Rates as revised by addendums if any such addendums have been issued.
If the published wage rate does not refer to a predetermined wage rate to be paid after the expiration date, said published rate of wage shall be in effect for the life of this contract. If the published wage rate refers to a predetermined wage rate to become effective upon expiration of the published wage rate and the predetermined wage rate is on file with the Department of Industrial Relations, such predetermined wage rate shall become effective on the date following the expiration date and shall apply to this contract in the same manner as if it had been published in said publication. If the predetermined wage rate refers to one or more additional expiration dates with additional predetermined wage rates, which expiration dates occur during the life of the contract, each successive predetermined wage rate shall apply to this contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rate expires during the life of this contract, such wage rate shall apply to the balance of the contract.
The Contractor shall pay the higher of either the State general prevailing wage rates or the Federal minimum wage rates.
Department of Industrial Relations and Certified Payroll Records The Contractor and Subcontractor shall comply with Section 7 -1.01A (3) “Payroll Records” of the SJSS. Contractor must comply with the provisions of Labor Code Sections 1776 and 1812 and all implementing regulations.
Section 7.101A (3) “Payroll Records”, Subdivision (b), Sub-section (2) shall be amended to read as follows:
A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations. Electronic certified payroll records shall be submitted weekly for the life of the project to the City’s Project Manager.
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SECTION 8. PROSECUTION AND PROGRESS
General
Attention is directed to the provisions in the Contract, Section 8 -1.03 “Beginning of Work”, Section 8-1.06 “Time of Completion”, and Section 8 -1.07, “Liquidated Damages,” of the CCSS, SJSS, SS, and these Special Provisions.
Hours of Work
Unless otherwise approved in writing by the Project Manager or specified in these Special Provisions, the hours of work for this project are as follows: Monday through Friday, 7:00 AM to 4:00 PM. Saturday work 7:00 AM to 4:00 PM is allowed with written approval and at no extra cost to the City.
The work hours will be strictly enforced. The Project Manager has full authority to implement the working hours and completely shut down the construction operations outside the hours of work specified. Should the provisions of this section not be met, liquidated damages shall be applied.
Time of Completion
The Contractor shall begin work within 5 calendar days after the contract has been approved by the Project Manager.
The Contractor shall diligently prosecute the work to completion before the expiration of the number of days as specified in the Notice Inviting Bids after the date of the first working day. The time of completion shall include all allowances for mobilization and total completion of all work including final punch list work and final clean up. Working days shall be as shown on the Construction Workday Calendar contained in Appendix B.
Contract Sum
The “Contract Sum” shall be the price indicated in Contractor’s signed proposal and as agreed upon by the Contractor and City in the Contract.
Liquidated Damages
Time is of the essence for completion of this project. The Contractor shall pay to the City of Campbell $3,600 per day for each and every calendar day delay in the finishing of the work in excess of working days specified in the Notice Inviting Bids . Liquidated damages shall also be assessed for non-compliance with the requirements stated in "Hours of Work" under Section 10- 1, “General Construction Requirements”, of these Special Provisions.” SECTION 9. MEASUREMENT AND PAYMENT
General Measurement and Payment Requirements
Attention is directed to Section 9, “Measurement and Payment” of the CCSS. The Contractor shall submit in all field quantities completed to date for payment with each monthly pay estimate. The Contractor shall provide, in writing, who from their team will be responsible for field measuring quantities with the Project Manager. Upon completion of a contract bid item, the Contractor’s representative shall field measure the final quantities with the Project Manager .
This agreed upon amount will be considered final and no re -measuring of these field quantities will be allowed without the approval of the City. All supporting documentation required for payment of an item shall be submitted by the Contractor within two pay periods following the
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work. Documentation submitted more than two pay periods after the work was completed will not be paid and the cost of this work shall be borne by the Contractor.
SECTION 10. TECHNICAL PROVISIONS
10-1 CONSTRUCTION REQUIREMENTS
Project Plans
There are no separate plans for this project. The descriptive specifications, details, diagrams, location map, and photos included in the specifications are considered the Plans.
Mobilization
Mobilization shall not be separately paid for but shall be considered as included in the payments for other items of work. This shall include full compensation for furnishing all labor and materials, including tools, equipment and incidentals, and for performing all of the work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of equipment and materials as specified in the CCSS, SJSS, SJSD, SS, SSP, these Special Provisions, and as directed by the Project Manager.
Progress Schedule/Record Drawings
Attention is directed to Section 8 -1.04, “Progress Schedule,” of the CCSS and Section 5 -1.04A, “Record Drawings,” of the SJSS.
Contractor shall submit updated progress schedules and record drawings to the Project Manager as a condition of approval for the monthly progress payments and final progress payment, respectively.
Cooperation
Attention is directed to Section 7-1.14, “Cooperation,” a nd 8 -1.10, “Utility and Non -Highway Facilities” of the SJSS.
It is the Contractor’s responsibility to coordinate the removal, relocation, raising to grade, installation of new facilities, or any other utility work as shown on the plans or indicated in the specifications with the appropriate utility company. The Contractor shall provide advance notification and shall allow sufficient time and workspace for the utility company to complete the work necessary.
24-Hour Contact Number
The Contractor shall assign a project superintendent who has the complete authority to make decisions on behalf of the Contractor. The project superintendent shall be on the job at all times during construction and shall be available and on call 24 -hours a day for the duration of the project. The Contractor shall provide to the Project Manager and to the Campbell Police Department a 24 -hour contact number for the project superintendent. This number shall not direct calls to a recorder or other message taking service.
Meetings
Prior to commencement of any work on the project, a pre -construction conference will be scheduled by the City for the purpose of review and discussion of the project schedule and
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construction procedures. The Contractor’s project manager and/or project superintendent and representatives from all listed subcontractors shall be required to attend the pre -construction conference. The Contractor shall prepare and submit at the pre -construction meeting the proposed project schedule, water pollution control plan, traffic control plan, public notification letter, and other submittals as specified under Special Provision Section 6, “ Control of Materials.”
The Contractor shall also schedule and conduct weekly field meetings at locations to be determined by the City. The meetings shall be held at the same time and place each week and shall include all subcontractors working on the project or scheduled to work on the project during the week of the meeting. The Contractor shall notify the Project Manager of the time, date, and location of these meetings 72 -hours in advance of the first meeting. Detailed schedules for the following two weeks shall be submitted to the Project Manager at each weekly meeting.
Waste Haulers and Recycling Operations
The Contractor shall not impair or impede waste hauler and recycling operations scheduled to be conducted within the project area. It is the Contractor’s responsibility to determine which waste hauler and recycling operators are scheduled to operate within the project area, and to develop a project schedule that will not impair or impede the waste hauler or recycling operations.
Project Appearance and Street Sweeping
The Contractor shall maintain a neat appearance to the work site. Debris developed during construction shall be disposed concurrently with its generation. Stockpiling of debris or construction materials shall not be allowed unless otherwise approved by the Project Manager.
Parking at the Community Center used by the contractor’s forces shall be swept daily and immediately following all construction operations. Should the Contractor fail to perform these duties, the Project Manager, at the Project Manager’s sole discretion, may elect to have the City or contract others to perform these duties, deducting the expenses incurred from any money due, or to become due to the Contractor.
Notwithstanding these specifications, the use of any public property or public rights of way locations as construction staging points is prohibited, unless specifically approved by the Project Manager.
Dust/Erosion/Drainage Control
Provide temporary erosion, dust, and drainage control measures during construction. Follow best management practices as recommended by Santa Clara County Non -Point Source Pollution Control Board. The Contractor shall conform to the City’s ordinance and Best Management Practices (BMP) for the Construction Industry preventing contamination of the City’s Storm Drain System. A copy of the Ordinance and the BMP’s are included in Appendix C and D.
Upon failure of the Contractor to remove the dust nuisance within two (2) hours after notification by the Project Manager, the City may order that such work be done by others and all costs therefore shall be deducted from monies owed or to be owed to the Contractor. The contractor shall not be relieved of responsibility to perform the dust nuisance work.
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Recycled Water/Non-Potable Water
For the life of the project the Contractor shall comply with Drought Stage 3 requirements of the City Ordinance 2190 of the Campbell Municipal Code entitled “Potable Water Use Restrictions.” Examples of construction related activities include the following: grading, compaction, concrete wetting, dust control, landscape irrigation, pressure washing, sewer flushing, trenching, backfilling and excavation.
Recycled/Non-potable water can be obtained through South Bay Water Recycling (SBWR), a recycled water wholesaler. Contractors must complete a free training at the SBWR facility for at least two hours and have their water trucks inspected and labeled before they can obtain meters from the recycled water retailers including San Jose Water Company or San Jose Municipal Water Company. Additional information regarding this facility, fact sheet, frequently asked questions, user agreement, and map of recycled water access points are found in Appendix E.
The Contractor may also call SWBR at (408) 277-3671.
The Contractor shall provide certified recycled/non -potable water truck(s) for construction activities during construction hours, including clean-up operations.
The Contractor shall apply for the required encroachment permits, tow -away permit, and/or hazardous materials storage system permit from the applicable agencies (with copies of the form and application submitted to the Project Manager) prior to beginning work in the affected areas. The Contractor shall submit copies of the permits, once issued, to the Project Manager.
The Contractor shall submit to the Project Manager for review a Water Supply Plan and copies of the truck(s) and driver(s) certification(s) to handle recycled/non-potable water.
Payment for compliance with this section shall be deemed included in the various other items of the work, and no additional compensation will be allowed therefore.
Measurement and Payment
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all of the work involved in compliance with the Plans, Specifications and Special Provisions of Section 10-1, “Construction Requirements”, shall be deemed included in the price paid for other contract items and no additional compensation shall be allowed therefore. 10-2 PUBLIC SAFETY
Maintenance of Pedestrian Access and Circulation
Safe pedestrian access and circulation that is fully wheelchair accessible shall be maintained by the Contractor around the project area. All walkways, pedestrian crossings, ramps and other pedestrian facilities removed or blocked by the Contractor’s operations shall be replaced with temporary facilities including proper signage unless otherwise approved by the Project Manager.
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Access Requirements
The Contractor shall maintain access to all businesses and public facilities at all times unless otherwise approved by the Project Manager.
10-3 EXISTING FACILITIES
General
Existing Facilities shall conform to Section 15, “Existing Facilities” of the SJSS and CCSS, the plans and these Special Provisions and all other applicable project specifications.
Protect Existing Facilities To Remain
The Contractor shall work around and protect all existing improvements to remain, including but not limited to existing utilities, monumentation, benchmarks, storm drainage facilities, utility vaults, traffic detector loops, home runs and handholes, concrete and asphalt concrete pavement, pavement markings, landscaping, irrigation facilities, and appurtenances that are within or adjacent to the construction areas.
The Contractor shall notify Underground Service Alert (USA) prior to beginning any work.
Notification shall be in full compliance with USA. At the conclusion of the project, the Contractor must remove all USA markings from all paved and concrete surfaces throughout the job site without damaging said surfaces. The method of removing the USA markings is at the Contractor’s discretion.
The Contractor is responsible for locating and field verifying the locations of all existing utilities prior to all construction activities and protecting all facilities during construction. The Contractor shall protect existing electroliers/streetlights when placing construction signs.
The Contractor shall immediately repair or remove and replace any item damaged or injured by his operations at his sole expense and to the satisfaction of the Project Manager . The Contractor shall immediately notify the appropriate owner of the improvement or facility and the Engineer of any damage as a result of his operations to existing improvements or facilities. If the improvement belongs to a private residence and the property owner or occupant is not at home, such notification shall be attached to the front door of the property. All underground facilities that are damaged by the Contractor during construction shall be restored by the Contractor within two (2) hours after the damage is done.
All existing improvements, including but not limited to, irrigation systems, brick work, stonework, fences, mailboxes, turf and landscaping, on public right -of-way which are obstacles to forming operations may be removed as necessary for this type of work. The Contractor shall notify the adjacent property owner and the Project Manager prior to removal of any existing improvements. After removing the forms, all the existing improvements shall be restored to their original or better condition at no additional cost to the City. If the Contractor fails to comply in providing the necessary restoration work as defined, the Project Manager may elect to have the City or other contract forces perform all these duties, deducting all the expenses incurred from any moneys that are due, or to become due, to the Contractor. By exercising this option, the Contractor is in no way relieved of the responsibilities to perform these duties.
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10-4 DEMOLITION
PART 1 – GENERAL
Description of Work
A. Remove and dispose of the existing roofing surface materials and all other materials necessary within the project scope. The contractor is responsible for the proper disposal of all materials generated as part of this contract. Due and care shall be exercised to avoid damage to the existing roof substructure material during the removal of the existing roof surface. The contractor shall assume all responsibility and cost associated with any damage to the exiting base surface caused by the removal operation.
Review
A. Contractor shall review with Engineer the exact limits of work and the extent of materials to be removed.
1. The City assumes no responsibility for the actual condition of items or structures to be demolished.
2. Prior to commencing work, perform a site survey to identify existing areas of damage to adjacent building areas and other buildings.
Standards
A. All work shall conform to ANSI A10.6, Safety Requirements for Demolition Operations and to all City/County codes and regulations.
Schedule
PART 2 – EXECUTION
General Operations
A. Clean-up: Remove debris, rubbish and other materials resulting from demolition operations from the construction site. Transport and legally dispose of materials off-site.
B. Damage Repairs: Promptly repair damages caused to adjacent facilities by demolition work at no cost to the City.
Removals
A. General: Strip the site of all materials not to remain as part of the finished work.
All such materials shall be legally disposed of off -site at the Contractor's expense, except as otherwise noted on the drawings. Items to be disposed of off- site include but are not limited to the following:
1. Existing roofing materials
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B. The operation shall be controlled and contained so as not to impair the safe passage of traffic adjacent to the building.
Utilities and Public Facilities
A. Utility Protection: Where any marked or unmarked utility lines or other underground obstruction or piping is encountered within the work area, notify the Engineer and the agencies or service utility companies having jurisdiction thereof, and take necessary measures to prevent interruption of service (if live).
Should such lines or service be damaged, broken, or interrupted, those services shall be repaired immediately and restored by the Contractor at his or her own expense. Contractor to protect, maintain, and operate remaining irrigation, water, and electricity to remaining park operation throughout duration of construction.
B. Abandoned Utilities: Abandoned lines, meters and boxes, obstructions or piping shall be removed, plugged or capped in accordance with the requirements and approval of the agencies affected.
C. Public Facilities: It shall be the responsibility of the Contractor to ascertain whether any public facilities exist along the line of work, whether or not shown on the plans. The Contractor shall, at the Contractor’s expense, do any necessary work to save from damage all such property in or adjacent to the work, and shall repair all damage thereto caused by the Contractor’s operations.
PART 3 – MEASUREMENT AND PAYMENT
10-5 ROOFING REPLACEMENT
Contractor Quality Control
A. The CONTRACTOR and MANUFACTURER must have a minimum of 5 years of experience in the installation of modified bituminous roofing materials in the California market.
B. The CONTRACTOR shall be able to furnish evidence that they have been in business for a period of not less than 3 years, under the present name, and if required, furnish financial statements for each of the past 3 years.
C. The MANUFACTURER must have a minimum of 10 years of experience with modified bituminous roofing materials.
D. All components must be MANUFACTURED in the United States in an ISO 9001:2008 Certified facility to ensure the highest quality materials.
E. CONTRACTOR is to provide a list of completed facilities utilizing the same product as specified.
F. All components must be MANUFACTURED in the United States.
G. The CONTRACTOR must supply a third party insured warranty covering this project.
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BUILDINGS D & H ROOF REPLACEMENT (Base Bid)
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all of the work involved in compliance with the Plans, Specifications and Special Provisions of Section 10-29 “Buildings D & H Roof Replacement”, shall be included and paid for in the lump sum (LS) price paid for:
1. Tear off and disposed of entire low slope roof system down to the sheathing and dispose of properly.
2. Demo pipe jacks, vent hoods, counter flashings, edge metal, gutters, downspouts, and replace. Demo marked abandoned equipment.
3. Tack nail HPR Glasbase to wood sheathing.
4. Mechanically fasten ½” Dens Deck Prime per wind uplift calculations. Ensure there is positive slope to the drains.
5. Remove and replace gutter and edge metals with new 22 ga. Bare galvalume sheet metal.
6. Install Stressbase 80(base sheet), and StressPly EUV FR Mineral(cap sheet) in HPR All Temp Asphalt.
7. Install Versiply 40(base flashing), and StressPly EUV FR Mineral(cap sheet) in HPR All Temp Asphalt.
8. Broadcast White Sunburst Granules into all Asphalt bleed outs.
9. Install new metal flashings, unit counter flashing, hoods, vents, gutters, downspouts, new dura block sleepers, pipe jacks, etc
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SECTION 06 5100
ROUGH CARPENTRY
1. PART 1 GENERAL
1.01 SUMMARY
A. This section specifies rough carpentry, including all framing, and sheathing.
1. All damaged or dry rot wood to be replaced ‘like in kind’.
1.02 RELATED SECTIONS
A. Section 07000 - Scope of Work Milestones
B. Section 07015 - Preparation for roof replacement
C. Section 07610 – Sheet metal flashing and trim
1.03 QUALITY ASSURANCE
A. Furnish materials complying with the following:
1. Softwood Lumber.
a. Graded in accordance with the latest edition of "Standard Grading Rules No. 17,” WCLIB, or "Western Grading Rules," WWPA. Lumber grades specified below are taken from " Standard Grading Rules, No.
17." Equal grades from "Western Grading Rules" are acceptable.
Furnish lumber bearing a recognized grading bureau mark or a "Certificate of Grade" may be substituted. Where a grade for Douglas Fir (DF) species is indicated, other species, if approved by the COR, may be supplied on an equal stress grade basis.
2. Pressure Treatment.
a. Waterborne, conforming to AWPA C2, AWPA P5.
3. Plywood.
a. Graded in accordance with APA PS 1-95. Furnish panels identifiable by a grade trademark of a recognized grading association. Index numbers listed (i.e. 24/0) may be larger but not smaller than shown.
4. All materials and construction techniques shall meet applicable Local codes or the requirements herein, whichever is stricter.
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2. PART 2 - PRODUCTS
2.01 MATERIALS
A. Lumber.
1. Furnish S4S lumber, unless otherwise shown on drawings. Furnish lumber with a moisture content of 19 percent or less for material 3 inches and less in nominal thickness, unless otherwise specified.
B. 15 lb. felt.
1. Install under pressure treated wood in contact with concrete.
C. Framing Members.
1. Beams.
a. 4 inches and less in width: No.2, DF, S-dry.
b. 5 inches and wider: No. 1 DF.
2. Joists and Stair Stringers.
a. No. 2, DF, S-dry.
3. Rafters.
a. No. 2, DF, S-dry.
4. Studs & Plates (2 x 4 and smaller): Stud or standard grade, DF, Larch, Hemlock, S-dry.
5. Headers.
a. No. 2, DF, Larch, Hemlock, S-dry.
b. Studs and Plates (2 x 6 and larger): No. 2, DF, Larch, Hemlock, S-dry. c. Blocking.
1) Standard grade, DF, Larch, Hemlock, S-dry.
6. Columns.
a. No. 1, DF.
D. Subfloor.
1. 1/2-inch CDX plywood 32/16.
2. 2 x 6 T&G decking, Commercial Dex., DF, S-dry.
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E. Exterior Sheathing.
1. Roof Sheathing.
a. (Concealed Surfaces) 5/8-inch CDX ext. plywood, 24/0; (Exposed surface) 1/2-inch C-C ext., plywood 24/0.
b. (Concealed Surfaces) 3/4-inch C-C ext. plywood, 30/12; (exposed surfaces and soffits) 1 x 6, T&G, "B" finish, KD, WRC.
c. 2 x 6, T&G, decking, Commercial Dex., DF, S-dry.
2. Wall Sheathing.
a. 1/2-inch CDX, plywood 24/0.
3. PART 3 - EXECUTION
3.01 CONSTRUCTION
A. Framing.
1. Make joints in beam and girders over supports unless shown otherwise on the drawings.
2. Nail built-up girders from both sides with 16d nails at 30 inches on center staggered in 2 rows. Provide 2 nails at each end of each piece and each splice.
3. Set sills level and anchored on the foundation. Set in a full bed of Portland Cement mortar, if necessary to obtain full bearing. Provide flat washers on all anchor bolts.
4. Set joist with crown side up. Install solid blocking over supports. Provide a minimum of 1-1/2-inch bearing for each joist. Nail with two 16d nails at each bearing. Double joists under parallel partitions and at all openings.
5. Toenail rim joists to sill with 8d nails 16 on center.
6. Lap joists over girders 4 inches minimum. Nail with three 16d nails from each side.
7. Notching of joist will be allowed in the end 1/3 of the span only. Limit notching to 1/6 of the joist depth.
8. Set rafters with crown edge up. Cut birds-mouths to provide full bearing. Nail rafters to top plate with two 8d nails and to ceiling joists with three 16d or five 10d nails.
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9. Fabricate trusses as shown on the drawings. Nail to top plate with four 10d nails. Install framing anchors where shown on the drawings.
10. Provide continuous length studs. Nail studs to top plate with four 8d toenails or two 16d end nails.
11. Install full length cripples at all openings. Nail cripples to studs with 16d nails at 24 inch on center. Toenail cripple to header with two 8d nails.
12. Provide headers, over opening, of a size indicated below:
Maximum 3'-6" span 2-2x6's
Maximum 5'-0" span 2-2x8's
Maximum 6'-6" span 2-2x10's
Maximum 8'-0" span 2-2x12's
Maximum 8'-0" span 2-2x12's
13. Space header material with plywood or surfaced lumber to equal the stud depth.
14. End nail studs to header with three 16d nails.
15. Do not splice columns. Cut ends square to provide full bearing. Nail columns top and bottom with four 16d toenails, or as shown on drawings.
B. Subfloor.
1. Lay plywood subfloor with face grain at right angles to supports.
2. Space panel ends and edges 1/32 inch. Stagger end joints. Nail with 8d nails 6 inch on center at edges, and 10 inch on center intermediate supports.
3. Install 2 inch T&G subfloor at right angles to the supports. Make joints over supports, unless end matched. Stagger end joints a minimum of 1 span.
Nail with two 16d nails at each support, 1 blind nail and 1 face nail.
C. Exterior Sheathing.
1. Install roof sheathing at right angles to supports. Stagger end joints a minimum of 1 span. Nail with two 8d nails at each support.
2. Apply plywood roof sheathing with the face grain at right angles to supports.
Stagger end joints. Nail with 8d nails 6 inch on center at edges and 12 inch on center at intermediate supports.
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3. Apply 1x6 inch T&G roof sheathing at right angles to supports. Make all joints over supports. Stagger end joints. Nail with two 8d nails at each support.
4. Install 2 inch T&G roof sheathing at right angles to supports. Make joints over supports, unless end matched. Stagger end joints a minimum of 1 span.
Nail with two 16d nails at each support, 1 blind nail and 1 face nail.
5. Apply plywood wall sheathing with the face grain vertical. Nail with 6d nails at 6 inch on center at edge and 12 inch on center at intermediate supports.
E. Treated Wood.
1. Field treat cuts and holes in pressure treated members with copper naphthenate.
F. Exposed Hardware.
1. Provide rough hardware for the proper installation of work. Install hot-dipped galvanized hardware, nails, bolts, etc. at locations exposed to the weather.
END OF SECTION
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SECTION 07 0150
PREPARATION FOR ROOF REPLACEMENT
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Removal of existing roofing system in preparation for modified bitumen roofing system.
1.02 RELATED REQUIREMENTS
A. Section 06510 - Rough Carpentry.
B. Section 07610 Sheet Metal flashing and trim
1.03 PROJECT CONDITIONS
A. Conform to applicable regulatory procedures when hazardous or contaminated materials are discovered.
B. Schedule work to coincide with commencement of installation of new roofing system.
C. Remove only existing roofing materials that can be replaced with new materials the same day.
D. Coordinate the work with other affected mechanical and electrical work associated with roof penetrations.
E. Do not disable or disrupt building fire or life safety systems without 10 (ten) days' prior written notice to Owner.
F. Do not close or obstruct egress from any building exit or site exit.
G. Conduct roof removal to minimize interference with adjacent and occupied building areas.
H. Use all means necessary to protect existing objects, construction and plantings designated to remain. In the event of damage, make all repairs and replacements necessary for approval of Owner at no additional cost to the Owner.
I. Protective measures: Provide all necessary safeguards, including warning signs and lights, barricades, and the like, for protection of the public, Contractor's employees and existing improvements during demolition. Prevent access of unauthorized persons to area of work
J. Provide at least one person who shall be present at all times during execution of this portion of the work, be thoroughly familiar with the type of work being performed and the best methods for its execution and who shall direct all work performed under this Section.
K. Control the use of water to prevent damage to the existing facilities to remain. Provide wet vacuum equipment where water, such as waste cooling water from concrete sawing or water used as dust emollient, is used adjacent to and in existing buildings.
L. Cease operations immediately if structure appears to be in danger and notify Owner’s rep. Do not resume operations until directed.
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1.04 SCHEDULING
A. Schedule work under the provisions of Section 01310.
B. Schedule work to coincide with Solar and HVAC roof work.
C. Coordinate preparation for roofing with other trades to assure the proper sequence, limits, methods and time of performance. Schedule work so as to impose a minimum of hardship on the present operation of facilities and the performance of the work of other trades or contracts.
D. Describe removal procedures and schedule.
1.05 FIELD CONDITIONS
A. Do not remove existing roofing membrane when weather conditions threaten the integrity of the building contents or intended continued occupancy.
B. Maintain continuous temporary protection prior to and during installation of new roofing system.
PART 2 PRODUCTS
2.01 MATERIALS
A. Temporary Protection: Sheet polyethylene; provide weights and temporary fasteners to retain sheeting in position.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that existing roof surface is clear and ready for work of this section.
3.02 PREPARATION
A. Provide, erect, and maintain temporary barriers at locations required to prevent unauthorized access to area of work.
B. Inspect the area of work and verify locations of all items designated to be removed or preserved.
C. Do not begin work until temporary barricades, warning signs and other forms of protection are installed.
D. Erect and maintain weatherproof closures for exterior openings.
E. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit continued occupancy of adjacent buildings.
F. Protect existing equipment, materials and features that are not to be demolished or removed for re-installation.
G. Prevent movement of structure; provide bracing and shoring.
1. Be responsible for the adequacy and design of all temporary shoring and bracing systems.
H. Notify affected utility companies before starting work and comply with their
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requirements.
1. Mark location and termination of utilities.
2. Provide appropriate temporary signage including signage for exit or building egress.
I. Sweep roof surface clean of loose matter.
J. Remove loose refuse and dispose of offsite.
3.03 MATERIAL REMOVAL
A. Disconnect, cap, and identify designated utilities within removal areas.
B. Remove metal flashings as required.
C. Remove roofing membrane, shingles, perimeter base flashings, flashings around roof protrusions, pitch pans and pockets as required.
E. Repair existing wood deck surface to provide smooth working surface for new roof system.
F. Work not mentioned to be removed that interferes with new construction shall be cut to clean cut lines to provide for proper interface with new construction, or patching and repair, as required for scope of work indicated.
3.04 PROTECTION
A. Provide temporary protective sheeting over uncovered deck surfaces.
B. Turn sheeting up and over parapets and curbing. Retain sheeting in position with temporary fasteners.
C. Provide for surface drainage from sheeting to existing drainage facilities.
D. Do not permit traffic over unprotected or repaired deck surface.
3.05 SALVAGE
A. Items indicated to be re-installed shall be removed carefully, cleaned and stored in a protected location on or off the site until re-installed.
3.06 PATCHING
A. Patch materials to remain when damaged by this work. Finish materials and appearance of the patch or repair work shall match the existing contiguous materials and finishes in all respects and shall be approved by Owner.
B. Where materials are removed oversize or in improper location, replace the excess removed material as instructed by Owner at no additional cost to the Owner.
3.07 RE-INSTALLATION
A. Re-Install removed items as indicated on roof plans or details. Securely attach, provide watertight, weatherproof installation.
3.08 CLEAN-UP AND DISPOSAL
A. Debris, waste, and removed materials, other than items to be salvaged, are Contractor's property for legal disposal off the site, as required by applicable Federal and State regulations. Continuously clean up and remove these items. Do not allow
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removed items to accumulate.
B. Leave the site in a neat and orderly condition prepared for the work of other trades.
END OF SECTION
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SECTION 07550
MODIFIED BITUMINOUS MEMBRANE ROOFING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Hot Applied 2-Ply Asphalt Roofing (StressPly, OptiMax, or Versiply). (2.9) (3.5)
1.2 RELATED SECTIONS
A. Section 05050 - Roof Deck Substrate Preparation.
B. Section 06100 - Rough Carpentry.
C. Section 06114 - Wood Blocking and Curbing: Wood nailers and cant strips.
D. Section 07220 - Insulation Board: Insulation and fastening.
E. Section 07620 - Sheet Metal Flashing and Trim: Weather protection for base flashings.
F. Section 07710 - Manufactured Roof Specialties: Counter flashing gravel stops, and fascia.
G. Section 07724 - Roof Hatches: Frame and integral curb; Counter flashing.
H. Section 08620 - Unit Skylights: Skylight frame and integral curb and counter flashing.
I. Section 15120 - Piping Specialties: Roof Drains, Sumps.
1.3 REFERENCES
A. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing.
B. ASTM D 312 - Standard Specification for Asphalt used in Roofing.
C. ASTM D 451 - Standard Test Method for Sieve Analysis of Granular Mineral Surfacing for Asphalt Roofing Products.
D. ASTM D 1970 - Specification for Sheet Materials, Self-Adhering Polymer Modified Bituminous, Used as Steep Roofing Underlayment for Ice Dam Protection.
E. ASTM D 1079 Standard Terminology Relating to Roofing, Waterproofing and Bituminous Materials.
F. ASTM D 1227 Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing.
G. ASTM D 1863 Standard Specification for Mineral Aggregate Used as a Protective Coating for Roofing.
H. ASTM D 2178 Standard Specification for Asphalt Glass Felt Used in Roofing and
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Waterproofing.
I. ASTM D 2824 Standard Specification for Aluminum-Pigmented Asphalt Roof Coating.
J. ASTM D 4586 Standard Specification for Asphalt Roof Cement, Asbestos-Free.
K. ASTM D 4601 Standard Specification for Asphalt Coated Glass Fiber Base Sheet Used in Roofing.
L. ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet Materials.
M. ASTM D 6162 Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements.
N. ASTM D 6163 Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements.
O. ASTM D 6164 - Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Polyester Reinforcements.
P. ASTM D 6754 - Standard Specification for Ketone Ethylene Ester (KEE) Sheet Roofing.
Q. ASTM D 6757 - Standard Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep-Slope Roofing.
R. ASTM E 108 - Standard Test Methods for Fire Test of Roof Coverings S. Factory Mutual Research (FM): Roof Assembly Classifications.
T. National Roofing Contractors Association (NRCA): Roofing and Waterproofing Manual.
U. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) - Architectural Sheet Metal Manual.
V. Underwriters Laboratories, Inc. (UL): Fire Hazard Classifications.
W. Warnock Hersey (WH): Fire Hazard Classifications.
X. ANSI-SPRI ES-1 Wind Design Standard for Edge Systems used with Low Slope Roofing Systems.
Y. ASCE 7, Minimum Design Loads for Buildings and Other Structures Z. UL - Fire Resistance Directory.
AA. California Title 24 Energy Efficient Standards.
1.4 DESIGN / PERFORMANCE REQUIREMENTS
A. Perform work in accordance with all federal, state and local codes.
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B. Exterior Fire Test Exposure: Roof system shall achieve a UL, FM or WH Class rating for roof slopes indicated on the Drawings as follows:
1. Warnock Hersey Class A Rating.
C. Design Requirements:
1. Uniform Wind Uplift Load Capacity
a. Installed roof system shall withstand negative (uplift) design wind loading pressures complying with the following criteria. 1) Design Code: ASCE 7, Method 2 for Components and Cladding. 2) Importance Category:
a) I.
b) II.
c) III.
d) IV
3) Importance Factor of:
a) 0.77
b) 1.0
c) 1.15
d) 2.0
4) Wind Speed: ___ mph
5) Ultimate Pullout Value: ___ pounds per each of the fastener 6) Exposure Category:
a) B.
b) C.
c) D.
7) Design Roof Height: ___ feet.
8) Minimum Building Width: ___ feet.
9) Roof Pitch: ___ :12.
10) Roof Area Design Uplift Pressure:
a) Zone 1 - Field of roof ___ psf
b) Zone 2 - Eaves, ridges, hips and rakes ___ psf
c) Zone 3 - Corners ___ psf
2. Snow Load: ___ psf.
3. Live Load: 20 psf, or not to exceed original building design.
4. Dead Load:
a. Installation of new roofing materials shall not exceed the dead load capacity of the existing roof structure.
D. Energy Star: Roof System shall comply with the initial and aged reflectivity required by the U.S. Federal Government's Energy Star program.
E. LEED: Roof system shall meet the reflectivity and emissivity criteria to qualify for one point under the LEED credit category, Credit 7.2, Landscape & Exterior Design to Reduce Heat Island - Roof.
F. Roof System membranes containing recycled or bio-based materials shall be third party certified through UL Environment.
G. Roof system shall have been tested in compliance with the following codes and test requirements:
1. Florida FBC (For use outside Miami-Dade and Broward Counties):
a. Membrane Systems FL____
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b. Roofing Underlayments FL_____
c. Roofing Cements and Coatings FL____
2. Miami-Dade County:
a. Self-Adhered Membrane Systems Over:
1) Concrete Decks N.O.A.
2) Lightweight Concrete Decks N.O.A.
3) Recover Decks N.O.A.
4) Steel Decks N.O.A.
5) Wood Decks N.O.A.
b. Torch and Mop Membrane Systems Over
1) Concrete Decks N.O.A.
2) Lightweight Concrete Decks N.O.A.
3) Recover Decks N.O.A.
4) Steel Decks N.O.A.
5) Wood Decks N.O.A.
c. Roofing Underlayments
1) Garland Underlayments N.O.A.
d. Roofing Cements and Coatings
1) Garland Coatings and Mastics N.O.A.
3. Cool Roof Rating Council:
a. CRRC Directory CRRC ____
4. International Code Council Evaluation Service (ICC-ES):
a. Membrane Systems
1) ESR-_____
b. Roofing Underlayments
1) Garland Underlayments ESR-_____
2) Surfacing UDL ESR-_____
5. Texas Department of Insurance:
a. Product Evaluation RC-___
6. Underwriters Laboratories:
a. Certification TGFU.R________
7. Warnock Hersey
a. ITS Directory of Listed Products
8. FM Approvals:
a. RoofNav Website
1.5 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation instructions.
C. Shop Drawings: Submit shop drawings including installation details of roofing, flashing, fastening, insulation and vapor barrier, including notation of roof slopes and fastening patterns of insulation and base modified bitumen membrane, prior to job start.
D. Design Pressure Calculations: Submit design pressure calculations for the roof area in accordance with ASCE 7 and local Building Code requirements. Include a roof
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system attachment analysis report, certifying the system's compliance with applicable wind load requirements before Work begins.
E. LEED Submittals: Provide documentation of how the requirements of Credit will be met:
1. List of proposed materials with recycled content. Indicate post-consumer recycled content and pre-consumer recycled content for each product having recycled content.
2. Product data and certification letter indicating percentages by weight of post- consumer and pre-consumer recycled content for products having recycled content.
3. Product reflectivity and emissivity criteria to qualify for one point under the LEED credit category, Credit 7.2, Landscape & Exterior Design to Reduce Heat Island - Roof.
F. Recycled or Bio-Based Materials: Provide third party certification through UL Environment of roof System membranes containing recycled or bio based materials.
G. Verification Samples: For each modified bituminous membrane ply product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.
H. Manufacturer's Certificates: Provide to certify products meet or exceed specified requirements.
I. Test Reports: Submit test reports, prepared by an independent testing agency, for all modified bituminous sheet roofing, indicating compliance with ASTM D5147.
Testing must be performed at 77 deg. F. Tests at 0 deg. F will not be considered.
J. Test Reports: Submit test reports, prepared by an independent testing agency, for all modified bituminous sheet roofing, indicating compliance with ASTM D5147.
K. Manufacturer's Fire Compliance Certificate: Certify that the roof system furnished is approved by Factory Mutual (FM), Underwritters Laboratories (UL), Warnock Hersey (WH) or approved third party testing facility in accordance with ASTM E108, Class A for external fire and meets local or nationally recognized building codes.
L. Closeout Submittals: Provide manufacturer's maintenance instructions that include recommendations for periodic inspection and maintenance of all completed roofing work. Provide product warranty executed by the manufacturer. Assist Owner in preparation and submittal of roof installation acceptance certification as may be necessary in connection with fire and extended coverage insurance on roofing and associated work.
1.6 QUALITY ASSURANCE
A. Perform Work in accordance with NRCA Roofing and Waterproofing Manual.
B. Manufacturer Qualifications: Company specializing in manufacturing products specified with documented ISO 9001 certification and minimum of twelve years of documented experience and must not have been in Chapter 11 bankruptcy during the last five years.
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C. Installer Qualifications: Company specializing in performing Work of this section with minimum five years documented experience and a certified Pre-Approved Garland Contractor.
D. Installer's Field Supervision: Maintain a full-time Supervisor/Foreman on job site during all phases of roofing work while roofing work is in progress.
E. Product Certification: Provide manufacturer's certification that materials are manufactured in the United States and conform to requirements specified herein, are chemically and physically compatible with each other, and are suitable for inclusion within the total roof system specified herein.
F. Source Limitations: Obtain all components of roof system from a single manufacturer. Secondary products that are required shall be recommended and approved in writing by the roofing system Manufacturer. Upon request of the Architect or Owner, submit Manufacturer's written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.
1.7 PRE-INSTALLATION MEETINGS
A. Convene minimum two weeks prior to commencing Work of this section.
B. Review installation procedures and coordination required with related Work.
C. Inspect and make notes of job conditions prior to installation:
1. Record minutes of the conference and provide copies to all parties present.
2. Identify all outstanding issues in writing designating the responsible party for follow-up action and the timetable for completion.
3. Installation of roofing system shall not begin until all outstanding issues are resolved to the satisfaction of the Architect.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer's unopened packaging with labels intact until ready for installation.
B. Store all roofing materials in a dry place, on pallets or raised platforms, out of direct exposure to the elements until time of application. Store materials at least 4 inches above ground level and covered with "breathable" tarpaulins.
C. Stored in accordance with the instructions of the manufacturer prior to their application or installation. Store roll goods on end on a clean flat surface except store KEE-Stone FB 60 rolls flat on a clean flat surface. No wet or damaged materials will be used in the application.
D. Store at room temperature wherever possible, until immediately prior to installing the roll. During winter, store materials in a heated location with a 50 degree F (10 degree C) minimum temperature, removed only as needed for immediate use. Keep materials away from open flame or welding sparks.
E. Avoid stockpiling of materials on roofs without first obtaining acceptance from the Architect/Engineer.
F. Adhesive storage shall be between the range of above 50 degree F (10 degree C)
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and below 80 degree F (27 degree C). Area of storage shall be constructed for flammable storage.
1.9 COORDINATION
A. Coordinate Work with installing associated metal flashings as work of this section proceeds.
1.10 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
1.11 WARRANTY
A. Upon completion of the work, provide the Manufacturer's written and signed Limited Warranty, warranting that, if a leak develops in the roof during the term of this warranty, due to defective material, the manufacturer shall provide the Owner, at the Manufacturer's expense, with the labor and material necessary to return the defective area to a watertight condition.
1. Warranty Period:
a. 30 years from date of acceptance.
B. Installer is to guarantee all work against defects in materials and workmanship for a period indicated following final acceptance of the Work.
1. Warranty Period:
a. 5 years from date of acceptance.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: Garland Company, Inc. (The); 3800 E. 91st St., Cleveland, OH 44105. ASD. Toll Free: 800-321-9336. Phone: 216-641-7500. Fax:
216-641-0633. Web Site: www.garlandco.com.
B. Requests for substitutions will be considered in accordance with provisions of Section 01600.
C. The Products specified are intended and the Standard of Quality for the products required for this project. If other products are proposed the bidder must disclose in the bid the manufacturer and the products that they intend to use on the Project. If no manufacturer and products are listed, the bid may be accepted only with the use of products specified.
1. Bidder will not be allowed to change materials after the bid opening date.
2. If alternate products are included in the bid, the products must be equal to or exceed the products specified. Supporting technical data shall be submitted to the Architect/ Owner for approval prior to acceptance.
3. In making a request for substitution, the Bidder/Roofing Contractor represents that it has:
a. Personally investigated the proposed product or method, and determined that it is equal or superior in all respects to that specified.
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b. Will provide the same guarantee for substitution as for the product and method specified.
c. Will coordinate installation of accepted substitution in work, making such changes as may be required for work to be completed in all respects. d. Will waive all claims for additional cost related to substitution, which consequently become apparent.
e. Cost data is complete and includes all related cost under his/her contract or other contracts, which may be affected by the substitution. f. Will reimburse the Owner for all redesign cost by the Architect for accommodation of the substitution.
4. Architect/ Owner reserves the right to be the final authority on the acceptance or rejection of any or all bids, proposed alternate roofing systems or materials that has met ALL specified requirement criteria.
5. Failure to submit substitution package, or any portion thereof requested, will result in immediate disqualification and consideration for that particular contractors request for manufacturer substitution.
2.2 HOT APPLIED 2-PLY ASPHALT ROOFING - STRESSPLY, OPTIMAX, OR VERSIPLY A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.
1. HPR Glasbase
B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:
1. StressBase 80:
C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive.
1. StressPly EUV FR Mineral:
D. Interply Adhesive: (1 and 2)
1. HPR All-Temp Asphalt:
E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.
1. VersiPly 40:
F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.
1. StressPly EUV FR Mineral:
G. Flashing Ply Adhesive:
1. HPR All-Temp Asphalt:
PART 3 EXECUTION
3.1 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. Inspect and approve the deck condition, slopes and fastener backing if applicable, parapet walls, expansion joints, roof drains, stack vents, vent outlets, nailers and surfaces and elements.
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C. Verify that work penetrating the roof deck, or which may otherwise affect the roofing, has been properly completed.
D. If substrate preparation and other conditions are the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
3.2 PREPARATION
A. General: Clean surfaces thoroughly prior to installation.
1. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
2. Fill substrate surface voids that are greater than 1/4 inch wide with an acceptable fill material.
3. Roof surface to receive roofing system shall be smooth, clean, free from loose gravel, dirt and debris, dry and structurally sound.
4. Wherever necessary, all surfaces to receive roofing materials shall be power broom and vacuumed to remove debris and loose matter prior to starting work.
5. Do not apply roofing during inclement weather. Do not apply roofing membrane to damp, frozen, dirty, or dusty surfaces.
6. Fasteners and plates for fastening components mechanically to the substrate shall provide a minimum pull-out capacity of 300 lbs. (136 k) per fastener.
Base or ply sheets attached with cap nails require a minimum pullout capacity of 40 lb. per nail.
7. Prime decks where required, in accordance with requirements and recommendations of the primer and deck manufacturer.
3.3 INSTALLATION - GENERAL
A. Install modified bitumen membranes and flashings in accordance with manufacturer's instructions and with the recommendations provided by the National Roofing Contractors Association's Roofing & Waterproofing Manual, the Asphalt Roofing Manufacturers Association, and applicable codes.
B. General: Avoid installation of modified bitumen membranes at temperatures lower than 40-45 degrees F. When work at such temperatures unavoidable use the following precautions:
1. Take extra care during cold weather installation and when ambient temperatures are affected by wind or humidity, to ensure adequate bonding is achieved between the surfaces to be joined. Use extra care at material seam welds and where adhesion of the applied product to the appropriately prepared substrate as the substrate can be affected by such temperature constraints as well.
2. Unrolling of cold materials, under low ambient conditions must be avoided to prevent the likelihood of unnecessary stress cracking. Rolls must be at least 40 degrees F at the time of application. If the membrane roll becomes stiff or difficult to install, it must be replaced with roll from a heated storage area.
C. Commence installation of the roofing system at the lowest point of the roof (or roof area), working up the slope toward the highest point. Lap sheets shingle fashion so as to constantly shed water
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D. All slopes greater than 2:12 require back-nailing to prevent slippage of the ply sheets. Use ring or spiral-shank 1 inch cap nails, or screws and plates at a rate of 1 fastener per ply (including the membrane) at each insulation stop. Place insulation stops at 16 ft o.c. for slopes less than 3:12 and 4 feet o.c. for slopes greater than 3:12. On non-insulated systems, nail each ply directly into the deck at the rate specified above. When slope exceeds 2:12, install all plies parallel to the slope (strapping) to facilitate backnailing. Install 4 additional fasteners at the upper edge of the membrane when strapping the plies.
3.4 INSTALLATION HOT APPLIED ROOF SYSTEM
A. Base/Felt Ply(s): Install base sheet or felt plies in twenty five (25) lbs (11.3kg) per square of bitumen shingled uniformly to achieve one or more plies over the entire prepared substrate. Shingle in direction of slope of roof to shed water on each area of roof. Do not step on base rolls until asphalt has cooled, fish mouths should be cut and patched.
1. Lap ply sheet ends 8 inches (203 mm). Stagger end laps 2 inches (304mm) minimum.
2. Install base flashing ply to all perimeter and projection details after membrane application.
3. Extend plies 2 inches beyond top edges of cants at wall and projection bases.
4. Install base flashing ply to all perimeter and projection details.
5. Allow the one ply of base sheet to cure at least 30 minutes before installing the modified membrane. However, the modified membrane must be installed the same day as the base plies.
B. Modified Cap Ply(s): Solidly bond the modified membrane to the base layers with specified material at the rate of 25 to thirty 30 lbs. (11-13kg) per 100 square feet.
1. Roll must push a puddle of hot material in front of it with material slightly visible at all side laps. Use care to eliminate air entrapment under the membrane. Exercise care during application to eliminate air entrapment under the membrane.
2. Apply pressure to all seams to ensure that the laps are solidly bonded to substrate.
3. Install subsequent rolls of modified membrane as above with a minimum of 4 inch (101 mm) side laps and 8 inch (203 mm) end laps. Stagger end laps.
Apply membrane in the same direction as the previous layers but stagger the laps so they do not coincide with the laps of the base layers.
4. Apply hot material no more than 5 feet (1.5 m) ahead of each roll being embedded.
5. Extend membrane 2 inches (50 mm) beyond top edge of all cants in full moppings of the specified hot material.
C. Fibrous Cant Strips: Provide non-combustible perlite or glass fiber cant strips at all wall/curb detail treatments where angle changes are greater than 45 degrees. Cant may be set in approved cold adhesives, hot asphalt or mechanically attached with approved plates and fasteners.
D. Wood Blocking, Nailers and Cant Strips: Provide wood blocking, nailers and cant strips as specified in Section 06114.
1. Provide nailers at all roof perimeters and penetrations for fastening membrane flashings and sheet metal components.
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2. Wood nailers should match the height of any insulation, providing a smooth and even transition between flashing and insulation areas.
3. Nailer lengths should be spaced with a minimum 1/8 inch gap for expansion and contraction between each length or change of direction.
4. Nailers and flashings should be fastened in accordance with Factory Mutual "Loss Prevention Data Sheet 1- 49, Perimeter Flashing" and be designed to be capable of resisting a minimum force of 200 lbs/lineal foot in any direction.
E. Metal Work: Provide metal flashings, counter flashings, parapet coping caps and thru-wall flashings as specified in Section 07620 or Section 07710. Install in accordance with the SMACNA "Architectural Sheet Metal Manual" or the NRCA Roofing Waterproofing manual.
F. Termination Bar: Provide a metal termination bar or approved top edge securement at the terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches (203 mm) o/c to achieve constant compression. Provide suitable, sealant at the top edge if required.
G. Flashing Base Ply: Install flashing sheets by the same application method used for the base ply.
1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a daily basis. Do not permit conditions to exist that will allow moisture to enter behind, around or under the roof or flashing membrane.
2. Prepare all walls, penetrations, expansion joints and surfaces to be flashed with required primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.
3. Adhere to the underlying base flashing ply with specified hot material unless otherwise noted in these specifications. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.
4. Solidly adhere the entire sheet of flashing membrane to the substrate.
5. Seal all vertical laps of flashing membrane with a three-course application of trowel-grade mastic and mesh.
6. Coordinate counter flashing, cap flashings, expansion joints, and similar work with modified bitumen roofing work as specified.
7. Coordinate roof accessories, miscellaneous sheet metal accessory items, including piping vents and other devices with the roofing system work.
H. Flashing Cap Ply: Install flashing cap sheets by the same application method used for the cap ply.
1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a daily basis. Do not permit conditions to exist that will allow moisture to enter behind, around or under the roof or flashing membrane.
2. Prepare all walls, penetrations, expansion joints and where shown on the Drawings to be flashed with required primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.
3. Adhere to the underlying base flashing ply with specified flashing ply adhesive unless otherwise specified. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.
4. Coordinate counter flashing, cap flashings, expansion joints and similar work with modified bitumen roofing work as specified.
5. Coordinate roof accessories, miscellaneous sheet metal accessory items with
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the roofing system work.
6. All stripping shall be installed prior to flashing cap sheet installation.
7. Heat and scrape granules when welding or adhering at cut areas and seams to granular surfaces at all flashings.
8. Secure the top edge of the flashing sheet using a termination bar only when the wall surface above is waterproofed, or nailed 4 inches on center and covered with an acceptable counter flashing.
I. Roof Walkways: Provide walkways in areas indicated on the Drawings.
3.5 CLEANING
A. Clean-up and remove daily from the site all wrappings, empty containers, paper, loose particles and other debris resulting from these operations.
B. Remove asphalt markings from finished surfaces.
C. Repair or replace defaced or disfigured finishes caused by Work of this section.
3.6 PROTECTION
A. Provide traffic ways, erect barriers, fences, guards, rails, enclosures, chutes and the like to protect personnel, roofs and structures, vehicles and utilities.
B. Protect exposed surfaces of finished walls with tarps to prevent damage.
C. Plywood for traffic ways required for material movement over existing roofs shall be not less than 5/8 inch (16 mm) thick.
D. In addition to the plywood listed above, an underlayment of minimum 1/2 inch (13 mm) recover board is required on new roofing.
E. Special permission shall be obtained from the Manufacturer before any traffic shall be permitted over new roofing.
3.7 FIELD QUALITY CONTROL
A. Inspection: Provide manufacturer's field observations at start-up and at intervals of approximately 30 percent, 60 percent and 90 percent completion. Provide a final inspection upon completion of the Work.
1. Warranty shall be issued upon manufacturer's acceptance of the installation.
2. Field observations shall be performed by a Sales Representative employed full-time by the manufacturer and whose primary job description is to assist, inspect and approve membrane installations for the manufacturer.
3. Provide observation reports from the Sales Representative indicating procedures followed, weather conditions and any discrepancies found during inspection.
4. Provide a final report from the Sales Representative, certifying that the roofing system has been satisfactorily installed according to the project specifications, approved details and good general roofing practice.
3.8 SCHEDULES
A. Nail Base (Ply) Sheet: HPR Glasbase
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B. Base (Ply) Sheet:
1. StressBase 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet reinforced with a fiberglass scrim, performance requirements according to ASTM D 5147.
a. Tensile Strength, ASTM D 5147
1) 2 in/min. @ 0 +/- 3.6 deg. F MD 100 lbf/in XD 100 lbf/in 2) 50mm/min. @ -17.78 +/- 2 deg. C MD 17.5 kN/m XD 17.5 kN/m b. Tear Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 110 lbf XD 100 lbf 2) 50mm/min. @ 23 +/- 2 deg. C MD 489 N XD 444 N
c. Elongation at Maximum Tensile, ASTM D 5147
1) 2 in/min. @ 0 +/- 3.6 deg. F MD 4 % XD 4 %
2) 50mm/min@ -17.78 +/- 2 deg. C MD 4 % XD 4 %
d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F ( -40 deg. C)
C. Thermoplastic/Modified Cap (Ply) Sheet:
1. StressPly EUV FR Mineral: 160 mil SBS and SIS (Styrene-Butadiene-Styrene and Styrene-Isoprene-Styrene) rubber modified membrane incorporating post- consumer recycled rubber, fire retardant additives and reinforced with a fiberglass and polyester composite scrim. Surfaced with the highly reflective Sunburst white mineral. ASTM D 6162, Type III Grade G
a. Tensile Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 700 lbf/in XD 750 lbf/in 2) 50 mm/min. @ 23 +/- 2 deg. C MD 122.5 kN/m XD 131.25 kN/m b. Tear Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1300 lbf XD 1400 lbf 2) 50 mm/min. @ 23 +/- 2 deg. C MD 5783 N XD 6227 N
c. Elongation at Maximum Tensile, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6.0% XD 6.0%
2) 50 mm/min. @ 23 +/- 2 deg. C MD 6.0% XD 6.0%
d. Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (-34 deg.
C)
e. Reflectivity, ASTM C 1549: 73%
D. Interply Adhesive:
1. HPR All-Temp Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:
a. Softening Point 225 deg. F - 235 deg. F
b. Flash Point 525 deg. F
c. Penetration @ 77 deg. F 16-20 units
d. Ductility @ 77 deg. F 1.5-2.0 cm
E. Flashing Base Ply:
1. VersiPly 40: 40 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet with dual fiberglass reinforced scrim.
a. Tensile Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 215 lbf/in XD 215 lbf/in 2) 50 mm/min. @ 23 +/- 2 deg. C MD 37.5 kN/m XD 37.5 kN/m b. Tear Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 275 lbf XD 275 lbf
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2) 50 mm/min. @ 23 +/- 2 deg. C MD 1223 N XD 1223 N
c. Elongation at Maximum Tensile, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 4.5% XD 4.5%
2) 50 mm/min. @ 23 +/- 2 deg. C MD 4.5% XD 4.5%
d. Low Temperature Flexibility, ASTM D 5147
1) Passes -30 deg. F (-34 deg. C). Meets or Exceeds ASTM D 4601 Type II Performance Criteria.
F. Flashing Ply Adhesive:
1. HPR All-Temp Asphalt: Hot Bitumen, high penetration, high softening point mopping asphalt having the following characteristics:
a. Softening Point 225 deg. F - 235 deg. F
b. Flash Point 525 deg. F
c. Penetration @ 77 deg. F 16-20 units
d. Ductility @ 77 deg. F 1.5-2.0 cm
G. Surfacing:
1. Flashing Cap (Ply) Sheet:
a. StressPly EUV FR Mineral: 160 mil SBS and SIS (Styrene-Butadiene- Styrene and Styrene-Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber, fire retardant additives and reinforced with a fiberglass and polyester composite scrim.
Surfaced with the highly reflective Sunburst white mineral. ASTM D 6162, Type III Grade G
1) Tensile Strength, ASTM D 5147
a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 700 lbf/in XD 750 lbf/in b) 50 mm/min. @ 23 +/- 2 deg. C MD 122.5 kN/m XD 131.25 kN/m
2) Tear Strength, ASTM D 5147
a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1300 lbf XD 1400 lbf b) 50 mm/min. @ 23 +/- 2 deg. C MD 5783 N XD 6227 N
3) Elongation at Maximum Tensile, ASTM D 5147
a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6.0% XD 6.0%
b) 50 mm/min. @ 23 +/- 2 deg. C MD 6.0% XD 6.0%
4) Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (- 34 deg. C)
5) Reflectivity, ASTM C 1549: 73%
END OF SECTION
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SECTION 07 6100
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings, counter flashings, and other items indicated on drawings and as follows:
1. Metal edge system with continuous cleats.
2. Skirt flashing at curbs.
3. Metal Trim, Vents, Skylights flashing, etc.
1.02 REFERENCE STANDARDS
A. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
B. ASTM A 666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.
C. ASTM A792 Steel Sheet, Aluminum-Zinc Alloy-Coated, by the Hot-Dip Process D. ASTM B 32 - Standard Specification for Solder Metal.
E. ASTM B486 Paste Solder
F. ASTM B 749 - Standard Specification for Lead and Lead Alloy Strip, Sheet, and Plate Products.
G. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.
H. ASTM D 2178 - Standard Specification for Asphalt Glass Felt Used in Roofing and Waterproofing.
I. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free.
J. FS QQ-L-201 Specification for Lead Sheet
K. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association.
1.04 SUBMITTALS
A. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.
1. For manufactured and shop fabricated gravel stops, fascia, scuppers, and all other sheet metal fabrications.
2. Indicate type, gauge and finish of metal.
B. Product data: Provide manufacturer's specification data sheets for each product:
1. Metal material characteristics and installation recommendations.
2. Submit color chart prior to material ordering and/or fabrication so that equivalent colors to those specific can be approved.
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C. Manufacturer’s installation instructions for reglets.
D Samples: Submit two samples 8x10 inch in size illustrating metal finish color.
1. Submit two samples, 12 x 12 inch in size illustrating typical external corner, internal corner, and valley, junction to vertical dissimilar surface, material and finish.
E. Certification:
1. Submit roof manufacturer's certifications that metal fasteners furnished are acceptable to roof manufacturer.
2. Submit roof manufacturer's certification that metal furnished is acceptable to roofing manufacturer as a component of roofing system and is eligible for roof manufacturer's system warranty.
3. Submit certification that metal and fastening system furnished is Tested and Approved by Factory Mutual for 1-90 Wind Up-Lift Requirements.
F. Provide approval letters from metal manufacturer for use of their metal within this particular roofing system type.
G. Proof of fabricator and installer qualifications.
H. ANSI-SPRI ES-1 test results for all coping and edge metal.
1.05 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements, except as otherwise indicated.
1. Factory Mutual Loss Prevention Data Sheet 1-49 windstorm resistance:
1-90.
B. Manufacturer's Warranty: Pre-finished metal material shall require a written 20- year non-prorated warranty covering fade, chalking and film integrity. The material shall not show a color change greater than 5 NBS color units per ASTM D-2244 or chalking excess of 8 units per ASTM D-659. If either occurs material shall be replaced per warranty, at no cost to the Owner.
C. Contractor's Warranty: The Contractor shall provide the Owner with a notarized written warranty assuring that all sheet metal work including caulking and fasteners to be water-tight and secure for a period of five years from the date of final acceptance of the building. Warranty shall include all materials and workmanship required to repair any leaks that develop, and make good any damage to other work or equipment caused by such leaks or the repairs thereof.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's original, unopened containers or packages with labels intact and legible.
B. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.
C. Prevent contact with materials that could cause discoloration or staining.
PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Galvanized Metal: 22GA and greater as required by referenced standards for
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specific applications.
1. Kynar coated.
2. Color: manufacturers Mill Finish.
2.02 ACCESSORIES
A. Fasteners:
1. Corrosion resistant screw fastener as recommended by metal manufacturer. Finish exposed fasteners same as flashing metal.
2. Fastening shall conform to Factory Mutual 1-90 requirements or as stated in the section details, whichever is more stringent.
B. Plastic Cement: ASTM D 4586, Type I.
2.03 FABRICATION - GENERAL
A. Fabricate in accordance with referenced standards. Form sections true to shape, accurate in size, square, and free from distortion or defects. Form pieces as recommended by SMACNA standard for conditions required.
1. Provide reinforcements and supports as required for secure anchorage.
2. Make joints rigid. Seams mechanically strong and soldered or sealed to make watertight
3. Fabricate corners in one piece with legs extending 30-inches each way to field joint. Lap, rivet, and solder or seal corner seams watertight.
4. Turn up "end dam" flanges at ends of opening sill flashing pieces, lap with wall flashing and membranes to shed water.
5. Fabricate cleats of same material as sheet, minimum 3/4 inches wide, interlockable with sheet.
6. Hem exposed edges on underside 1/2 inch; miter and seam corners.
7. Solvent clean all sheet metal. Coat surfaces to be in contact with roofing or otherwise concealed with specified asphaltic paint; 0.015-inch minimum uniform thickness.
B. Form pieces in longest possible lengths.
C. Hem exposed edges on underside 1/2 inch; 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-long legs; seam for rigidity, seal with sealant.
F. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip.
2.04 EDGE METAL SYSTEM AND METAL COPING SYSTEM
A. R-Mer Span Flat Stock Sheets by The Garland Company.
1. ANSI SPRI ES-1 tested and certified.
2.05 ROOF-RELATED SHEET METAL AND FLASHINGS
A. Roof-Related Sheet Metal and Flashings: As indicated, as specified in related
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sections, as required by roofing material manufacturers and referenced standards. Coordinate work of this section with related sections. Provide complete systems without conflict or omission.
PART 3 EXECUTION
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.
C. Beginning of installation means acceptance of existing conditions.
D. Field measure site conditions prior to fabricating work.
3.02 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.
B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil.
3.03 INSTALLATION
A. Install work watertight, without waves, warps, buckles, fastening stress, or distortion, allowing for expansion and contraction. Conform to referenced standards. Make metal joints watertight.
B. Fastening of metal to walls and wood blocking shall comply with SMACNA Architectural Sheet Metal Manual, Factory Mutual 1-90 wind uplift specifications and/or manufacturer's recommendations whichever is of the highest standard.
C. All accessories or other items essential to the completeness of sheet metal installation and watertight envelope of the building, whether specifically indicated or not, shall be provided.
D. Reglets: Install in accordance with manufacturer’s installation instructions.
E. Metal fascia and copings shall be secured to wood nailers at the bottom edge with a continuous cleat. Cleats shall be at least one gauge heavier than the metal it secures.
F. Install Sheet Membrane Waterproofing at closure flanges, under metal copings, caps and platforms; fully adhered, free of voids, blisters and buckling; roll as soon as practical following layout. Minimize exposure time to that period recommended by the manufacturer.
G. Flashing: Joints at 10-foot maximum spacing and at 2-1/2-feet from corners. Butt joints with 3/16-inch space centered over matching 8-inch-long backing plate with sealer tape in laps.
H. Flanged flashings and roof accessories: Set on continuous sealer tape. Nail flanges through sealer tape and at 3-inch maximum spacing.
I. Isolate metal from dissimilar metal with 2 coats of specified asphaltic paint, sealer tape or other approved coating, specifically made to stop electrolytic action. Use
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only stainless-steel fasteners to connect isolated dissimilar metals.
J. Joints, fastenings, reinforcements and supports: Sized and located as required to preclude distortion or displacement due to thermal expansion and contraction.
Conceal fastenings wherever possible.
K. Secure flashings in place using concealed fasteners. Use exposed fasteners only where permitted.
L. Flexible Flashing Installation:
1. Prime substrates as recommended by flexible flashing manufacturer, allow to dry.
2. Install flexible flashings in maximum feasible lengths to minimize lap joints.
3. Peel release paper from roll to expose rubberized asphalt and position flashing to center over joint location before applying. Move along opening or joint, being careful to put flashing as evenly as possible over the opening. Avoid fishmouths.
4. Press flashing firmly into place with heavy hand pressure. Ensure continuous and intimate contact with substrate.
5. If wrinkles develop, carefully cut out affected area and replace as outlined above.
M. Apply plastic cement compound between metal flashings and felt flashings.
N. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.
O. Seal prefinished metal joints watertight.
P. Solder other metal joints for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water.
Q. Connect downspouts and rainwater leaders to storm sewer system. Seal connection watertight.
R. Install hatches and ladders per manufacturer’s recommendations.
X. Install roof drains per manufacturer’s recommendations.
3.04 FIELD QUALITY CONTROL
A. Inspection will involve surveillance of work during installation to ascertain compliance with specified requirements.
B. Tolerances
1. Exposed surfaces: Free of dents, scratches, abrasions, or other visible defects; clean, ready for painting.
2. Set flashings and sheet metal to straight, true lines with exposed faces aligned in plane as indicated.
3.05 SHOP FABRICATED SHEET METAL
A. Installing Contractor shall be responsible for determining if the sheet metal systems are in general conformance with roof manufacturer's recommendations.
B. Metal work shall be shop fabricated to configurations and forms in accordance with recognized sheet metal practices.
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C. Hem exposed edges.
D. Angle bottom edges of exposed vertical surfaces to form drip.
E. All corners for sheet metal shall be lapped with adjoining pieces fastened and set in sealant.
F. Joints for gravel stop fascia system, cap flashing, and surface-mount counterflashing shall be formed with a 1/4" opening between sections. The opening shall be covered by a cover plate or backed by an internal drainage plate formed to the profile of fascia piece. The cover plate shall be embedded in mastic, fastened through the opening between the sections and loose locked to the drip edges.
G. Install sheet metal to comply with Architectural Sheet Metal manual, Sheet Metal and Air Conditioning Contractor's National Associations, Inc.
END OF SECTION
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SECTION 07 42 14.001
METAL WALL PANELS
PART 1 – GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Supplementary Conditions and Division 1 Specification Sections apply to this section.
1.2 SUMMARY
A. This section includes pre-formed flat seam wall panel system complete with anchor clips, fasteners, flashing, and trim.
B. Related Work Specified Elsewhere:
1. Division 05 Section – Metal Fabrications
2. Division 06 Section – Rough Carpentry
3. Division 07 Section – Sheet Metal Flashing and Trim
1.3 REFERENCES
A. American Iron and Steel Institute (AISI):
1. Specification for the Design of Cold-Formed Steel Structural Members.
2. American Society for Testing and Materials (ASTM): B.
3. ASTM A240 Specification for Heat Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels: C.
4. ASTM A792 Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.
5. ASTM A875 Specification for Steel Sheet, Zinc-5% Aluminum Alloy-Coated by the Hot-Dip Process.
6. ASTM B209 Specification for Aluminum and Aluminum-Alloy Sheet and Plate
7. ASTM B370 Specification for Copper and Sheet and Strip for Building Construction
8. ASTM E283 Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.
9. ASTM E331 Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Air Pressure Differences
10. ASTM E331 Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls by Uniform Static Air Pressure Difference
B. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):
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1. Architectural Sheet Metal Manual
1.4 SUBMITTALS FOR REVIEW
A. Shop Drawings: Show wall panels (and roofing system, if applicable) with flashings and accessories in elevations, sections and details. Include metal thickness and finishes, panel lengths, joining details, anchorage details, flashings and special fabrication provisions for termination and penetrations. Indicate relationships with adjacent and interfacing work. Indicate fastener types and spacing; and provide fastener pullout values. Shop drawings must be completed by the wall panel manufacturer’s engineering department. Any and/or all changes recommended by the successful bidder must be approved by the manufacturer in writing prior to submittal.
B. Product Data: Include manufacturer’s detailed material and system description, concealed anchor clips, sealant and closure installation instructions, and finish specifications. Indicate fastener types and spacing; and required fastener pullout values.
C. Samples: Provide full-size samples of the following materials and system components. Samples shall be of identical material type, thickness, panel width, and material grade/alloy as the system specified for this project.
1. Submit sample of panel section, at least 4” long x full panel width showing panel profile and also a sample of color selected.
2. Submit sample of foam closure strips to fit inside and outside specified panel profile.
3. Submit sample of panel fasteners.
D. Specimen Warranty: Provide an unexecuted copy of the warranty specified for this Project, identifying the terms and conditions required of the Manufacturer and the Owner.
E. Any material submitted as equal to the specified material must be accompanied by a report signed and sealed by a professional engineer licensed in the state in which the installation is to take place. This report shall show that the submitted equal meets the Design and Performance criteria in this specification. Substitution requests submitted without licensed engineer approval will be rejected for non- conformance.
1.5 SUBMITTALS FOR INFORMATION
A. Design and Test Reports: Provide the following certified test reports from an independent testing laboratory:
1. Independent laboratory testing report for system design load and seam integrity.
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2. A letter from an officer of the manufacturing company certifying that the materials furnished for this project are the same as represented in tests and supporting data.
3. Manufacturer’s verifications that the panels are factory roll formed.
4. ASTM E283 Test results must clearly demonstrate compliance with the performance requirements specified in article 1.9 ASTM E331 Test Report.
5. ASTM E330 Test results must clearly demonstrate compliance with the performance requirements specified in article 1.9.
6. ASTM E331 Test results must clearly demonstrate compliance with the performance requirements specified in article 1.9.
B. Mill production reports certifying that the metal thicknesses are within allowable tolerances of the nominal or minimum thickness or gauge specified.
C. Design Loads: Submit copy of manufacturer’s minimum design load calculations according to ASCE 7, Method 2 for Components and Cladding. In no case shall the design loads be taken to be less than those detailed in Design and Performance Criteria article.
D. Qualification Data for Wall System Installer: Refer to Quality Assurance Article below.
E. Certification of work progress inspection frequency: Refer to Quality Assurance Article below.
F. Pre-installation Conference Proceedings: Refer to Quality Assurance Article below.
G. Test Reports: Submit third party validation of environmental claims, prepared by UL Environment, for all metal wall panels containing recycled content and/or bio-based content.
1.6 CONTRACT CLOSEOUT SUBMITTALS
A. General: Comply with Requirements of Division 01 Section Closeout Submittals.
B. Special Project Warranty: Provide specified warranty for the Project, executed by the authorized agent of the Manufacturer.
C. Wall Panel Maintenance Instructions: Provide a manual of manufacturer’s recommendations for maintenance of installed systems.
D. Insurance Certification: Assist Owner in preparation and submittal of wall installation acceptance certification as may be necessary in connection with fire and extended coverage insurance on wall panel system installation and associated work.
E. Demonstration and Training Schedule: Provide a schedule of proposed dates and times for instruction of Owner’s personnel in the maintenance requirements for
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completed wall panel system installation work. Refer to Part 3 for additional requirements.
1.7 QUALITY ASSURANCE
A. Installer Qualifications: Engage an Installer who has completed the Manufacturer’s Approved Contractor course and is currently certified for the installation of the specified system.
B. If required, fabricator/installer shall submit work experience and evidence of adequate financial Responsibility. The Owner’s representative reserves the right to inspect fabrication facilities in determining qualifications.
C. Source Limitations: Obtain all components of the wall panel system from a single manufacturer. Secondary products that are required shall be recommended and approved in writing by the Manufacturer.
1. Upon request of the Architect or Owner, submit Manufacturer’s written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.
2. Manufacturer shall have direct authority and control over all fabrication of steel components as well as the raw materials used in their fabrication.
D. Source Quality Control: Manufacturer shall have in place a documented, standardized quality control program such as ISO-9001 approval.
E. Engage the Manufacturer’s Field Representative to conduct required periodic inspections of work in progress as described herein and shall furnish written documentation of all such inspections.
F. Manufacturer shall provide the Owner project with a written statement that they will provide a site inspection every [1] days that confirms that the project is being constructed as specified, by an experienced, full-time employee of the company.
G. Alternate Manufacturers: The following manufacturer criteria must be submitted.
Alternate systems will not be considered for approval unless each of these items has been submitted for review at least 10 business days prior to bid opening.
1. Submit each item listed in article 1.4 (A through E) for evaluation of the proposed system.
2. Tests shall have been made for identical systems within the ranges of specified performance criteria.
3. Empirical calculations for wall performance shall only be acceptable for positive loads.
4. A list of a minimum of five (5) jobs where the proposed alternate material was used under similar conditions. The reference list shall include date of project, size of project, project address, and telephone number of architect/owner contact.
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5. A financial statement demonstrating a minimum of a 3:1 ratio of assets to liabilities.
6. A written statement from the manufacturer stating that they will provide the building owner with a daily site inspection for a minimum of one (1) hour per day by an experienced, full-time employee of the company.
7. A written statement from the manufacturer stating that they will provide the engineer of record with a daily site inspection by an experienced full-time employee of the company.
8. A written statement from a corporate officer of the manufacturing company stating that he or she has reviewed the specifications and confirms that the proposed system meets or exceeds all performance requirements listed as well as meets the panel size, gauge, weight, clip design, sealant design, uplift pressures and height of the vertical seam.
9. A copy of manufacturer’s warranty.
10. Proof that the manufacturer has been in business for a minimum number of years equal to the warranty period required for this project.
1.8 PRE-INSTALLATION CONFERENCE
A. Convene a pre-installation conference approximately two (2) weeks before scheduled commencement of system installation and associated work.
B. Require attendance of installer of each component of associated work which must precede or follow wall panel work (including mechanical or electrical work if any), Architect, Owner, system manufacturer’s representative, and other representatives directly concerned with performance of the Work, including (where applicable) Owner’s insurers, testing agencies and governing authorities.
C. Objectives of conference to include:
1. Review foreseeable methods and procedures related to work, including set up and mobilization areas for stored material and work area.
2. Tour representative areas of building, inspect and discuss condition of substrates, penetrations and other preparatory work performed by others.
3. Review structural loading limitations of wall framing and inspect for unacceptable variations in planarity.
4. Review system requirements (drawings, specifications and other contract documents).
5. Review required submittals both completed and yet to be completed.
6. Review and finalize construction schedule related to work and verify availability of materials, installer’s personnel, equipment and facilities needed to make progress and avoid delays.
7. Review required inspection, testing, certifying and material usage accounting procedures.
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8. Review weather and forecasted weather conditions and procedures for unfavorable conditions, including possibility of temporary wall protection (if not mandatory requirement).
9. Record discussion of conference including decisions and agreements (or disagreements) reached. Furnish copy of record to each party attending. If substantial disagreements exist at the conclusion of conference, determine how disagreements will be resolved and set date for reconvening conference.
10. Review notification procedures for weather or non-working days.
D. The Owner’s Representative will be designated one of the conference participants to record the proceedings and promptly distribute them to the participants for record.
E. The intent of the conference is to resolve issues affecting the installation and performance of wall panel work. Do not proceed with work until such issues are resolved to the satisfaction of the Owner and Engineer of Record. This shall not be construed as interference with the progress of Work on the part of the Owner or Engineer of Record.
1.9 DELIVERY, STORAGE, AND HANDLING
A. Manufacturer’s Responsibilities:
1. All panels shall be shipped from the manufacturer with a strippable film or similar packaging material separating the individual panels to minimize flexing, stressing, scratching or otherwise damaging the material during transit to the job.
2. Fully cover steel with tarpaulins or similar protective cover during transit to prevent dirt and debris from coming in contact with the finished goods.
B. Installer’s Responsibilities:
1. Stack pre-finished materials to prevent twisting, bending, abrasion and denting and elevate one end to facilitate moisture run-off.
2. Unload wall panels using a boom or crane, supporting the panels in at least two locations during lifting, and never lift more than three panels at a time.
3. Protect moisture-sensitive materials and water-based from the weather.
4. Inspect materials upon delivery. Reject and remove physically damaged or marred material from project site.
1.10 PROJECT CONDITIONS
A. Determine that work of other trades will not hamper or conflict with necessary fabrication and storage and protection requirements for wall panel system.
1. Protection:
a. Protect completed work from subsequent construction operations.
Comply with Manufacturer’s recommendations.
b. Do not encumber the site with stored materials or equipment.
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c. Do not support wall-mounted equipment directly on the wall panel system.
B. Ascertain that work of other trades which penetrates the wall or is to be made watertight by the wall is in place and approved prior to installation.
1.11 DESIGN AND PERFORMANCE CRITERIA
A. Thermal Expansion and Contraction:
1. Completed metal wall panel and flashing system shall be capable of withstanding expansion and contraction of components caused by changes in temperature without buckling, producing excess stress on structure, anchors or fasteners, or reducing performance ability.
2. The design temperature differential shall be not less than <insert design temperature differential [200] °F.
3. Interface between panel and clip shall provide for unlimited thermal movement in each direction along the longitudinal direction.
B. Uniform wind load capacity:
1. Installed wall panel system shall withstand negative design wind loading pressures complying with the following criteria. Anchor clips shall be installed exactly as specified in article 3.
Specifier Note: Attach results of the ASCE 7 minimum design load calculations, as submitted, to this specification. Detailed drawings showing the specific wind pressure zones shall accompany the calculations.
a. Design Code: ASCE 7, Method 2 for Components and Cladding. b. Safety Factor: 1.67 after any load reduction or material stress increase. c. Category [I, II, III, or IV] Building with an Importance Factor of [0.77,
1.00, or 1.15].
d. Wind Speed: [Contact Garland sales rep] mph
e. Ultimate Pullout Value: [Contact Garland sales rep.] pounds per each of the two fasteners holding the panel anchor to the wall substrate or framing system.
f. Exposure Category: [B, C, or D].
g. Wall Height: [Contact Garland sales rep.] feet.
h. Minimum Building Width: [Contact Garland sales rep.] feet.
Wall Area Design Wind Pressure:
Zone 4 – Field of wall [Contact Garland sales rep.] psf.
Zone 5 – Wall Corners [Contact Garland sales rep.] psf.
2. Capacity shall be determined using uniform static air pressure method in accordance with ASTM E330. Allowable safe working loads shall be determined by dividing the ultimate test load by the safety factor specified above.
C. ASTM E283: Static pressure air infiltration (doors, windows, curtain walls):
1. Pressure Leakage Rate
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a. 1.57 PSF 0.0033 cfm/sq. ft.
b. 6.24 PSF 0.0056 cfm/sq. ft.
c. 12.0 PSF 0.062 cfm/sq. ft.
d. 15.0 PSF 0.064 cfm/sq. ft
e. 20.0 PSF 0.074 cfm/sq. ft.
D. ASTM E330: Uniform static load test for structural performance for 1 ½” panel profile:
Test results must provide an allowable pressure of no less than:
1. 42 lbs/sqft. For 3’-0” spans
2. 52 lbs/sqft for 1’-0” span
E. ASTM E331: Static pressure water infiltration (doors, windows, curtain walls):
1. Pressure Result:
a. 5 Gal./Hr. per S.F. and Static No Leakage
b. Pressure of 20.0 Psf. For 15 minutes.
1.12 WARRANTIES
A. Manufacturer shall execute a single warranty covering of the following criteria.
Multiple-source warranties are not acceptable.
1. Manufacturer’s ten (10) year watertight warranty.
2. Manufacturer’s standard twenty (20) year finish warranty covering checking, crazing, peeling, chalking, fading, or adhesion.
3. Installer’s two (2) year warranty covering wall panel system installation.
4. Warranties shall commence on date of Substantial Completion.
5. Provide a single warranty by a single approved manufacturer for roof areas, wall areas, and transitions between the two systems, if applicable.
1.13 MANUFACTURER’S INSPECTIONS
A. When the project is in progress, the wall panel system manufacturer will inspect the work not less than [insert number] days per week. In addition, the manufacturer will:
1. Keep the Architect or Owner informed as to the progress and quality of the work as observed.
2. Provide periodic job site inspections a minimum of 3 day per week.
3. Report to the Architect in writing any failure or refusal of the Contractor to correct unacceptable practices called to the Contractor’s attention.
4. Confirm after completion that manufacturer has observed no applications procedures in conflict with the specifications other than those that may have been previously reported and corrected.
PART 2 – PRODUCTS
2.1 PRODUCTS, GENERAL
A. Refer to Division 01 Section “Common Product Requirements.”
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B. Basis of Design: Garland Company, R-Mer Wall Pan, Vee Grove, .022ga Materials, manufacturer’s product designations, and/or manufacturer’s names specified here in shall be regarded as the minimum standard of quality required for work of this Section. Comply with all manufacturer and contractor/fabricator quality and performance criteria specified in Part 1.
C. Substitutions: Products proposed as equal to the products specified in this Section shall be submitted in accordance with Bidding Requirements and Division 01 provisions.
1. Proposals shall be accompanied by a copy of the manufacturer’s standard specification section. That specification section shall be signed and sealed by a professional engineer licensed in the state in which the installation is to take place. Substitution requests containing specifications without licensed engineer certification shall be rejected for non-conformance.
2. Include a list of three (3) projects of similar type and extent, located within a one hundred mile radius from the location of the project. In addition, the three projects must be at least five (5) years old and be available for inspection by the Architect, Owner or Owner’s Representative.
3. Equivalency of performance criteria, warranty terms, submittal procedures, and contractual terms will constitute the basis of acceptance.
4. The Owner’s decision regarding substitutions will be considered final.
Unauthorized substitutions will be rejected.
2.2 ACCEPTABLE MANUFACTURERS
A. The design is based upon R-MER Wall Pan wall panel systems engineered and manufactured by
The Garland Company
3800 East 91st Street
Cleveland, Ohio 44105
Telephone: (800) 762-8225
Representative: Adam Faville, [email protected] ; (408) 332-2504
B. Site Formed Panels: Bidder will not be allowed to supply panels formed at the jobsite on portable roll formers; metal panels must be factory pre-manufactured and engineered for this project.
2.3 METAL WALL PANEL SYSTEM
A. General
1. The products, quality, and performance criteria specified shall be regarded as the minimum standard of quality required for the project.
2. Basis of Design: R-MER Wall Pan System manufactured by The Garland Company, Cleveland, OH.
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B. Materials
1. Panel material: 22ga Galvanized Steel
2. Flashing and flat stock material: Fabricate in profiles indicated on drawings of same material, thickness, and finish as wall panel system, unless indicated otherwise.
3. R-Mer Seal, Self Adhering Underlayment, 1 layer fully adhered.
4. Hat Channel
C. Finish on surfaces:
1. Exposed surfaces for coated panels:
a. Two coat coil applied, baked-on full-strength (70% resin) fluorocarbon coating system (polyvinylidene fluoride, PVF2), applied by manufacturer’s approved applicator.
b. Coating system shall provide nominal 1.0 mil dry film thickness, consisting of primer and color coat.
c. Color shall be GARLAND [specify color or color classification].
Color: Custom color selected by architect. Color shall be [specify color].
2. Unexposed surfaces for coated panels shall be baked-on polyester coating with .20 - .30 dry film thickness (TDF).
3. Exposed and unexposed surfaces for uncoated panels shall be as shipped from the mill.
D. Characteristics:
1. Fabrication: Panels shall be factory roll-formed from the specified metal.
Field rolled panels will not be allowed. 1.
2. Configuration: Interlocking flush/flat seams incorporating concealed anchor clips. Through fastened or exposed fastener systems are not acceptable.
3. Panel seam legs shall be one and one half (1 ½) inch nominal concealed depth behind the panel face. Seam shall allow for expansion and contraction of panels due to thermal changes. 3. Anchor clips: Clips shall be 22-gauge galvalume steel designed to allow thermal movement of the panel in each direction along the longitudinal dimension.
4. Panel Width (Seam Spacing): [12”] nominal.
5. Panel lengths: Full length without joints to the extent as is practical.
6. Profile of panel face shall have mesa’s every two (2) on center continuous throughout panel which are a minimum of one and one half ( 1 ½) inches wide. These will absorb thermal stresses, reduce oil canning, and provide aesthetic appeal.
Profile of panel face shall have a single Vee-groove reveal located three (3) inches in from each panel seam. These will absorb thermal stresses, reduce oil canning, and provide aesthetic appeal.
Profile of panel face shall have a double Vee-groove reveal located in the center of each panel face. These will absorb thermal stresses, reduce oil canning, and provide aesthetic appeal.
Profile of the panel face shall be flat and free from any mechanical finishes.
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Profile of the panel face shall be flat and free from any mechanical finishes. A nominal three fourths (3/4) inch thick expanded polystyrene insulation board shall be adhered to the inner cavity of the panel.
E. Accessories:
1. Fasteners:
a. Concealed fasteners: Corrosion resistant steel screws, #10 x 1” long, pancake head, Phillips drive. Use self-drilling, self-tapping for metal substrate or A-point for plywood substrate.
b. Exposed fasteners: Series 410 stainless steel screws or one eighth (1/8) inch diameter stainless steel waterproof rivets. All exposed fasteners shall be factory painted to match the color of the wall panels.
2. Provide all miscellaneous accessories for complete installation.
2.4 ACCESSORY PRODUCTS
A. Sealant:
1. Acceptable product:
a. Concealed Application: Non-curing butyl sealant or equal. b. Exposed Application: Garland SS sealant or equal.
2. Colors: As selected by architect from sealant manufacturer’s standard selection.
B. Wall Substrate:
1. Install 15/32” (minimum) thickness exterior grade plywood sheathing along wall area.
2. Install ¾” high x 24 gauge (minimum) galvanized steel during hat sections to wall structural substrate. Hat sections shall be installed perpendicular to panel seams, and shall be spaced thirty (30) inches on center (maximum) to accommodate the panel fastener spacing given in article 3.2 C.
3. Install [?] high x [20 or 18 or 16] gauge galvanized steel zee furring sections to the wall structural substrate. Zee sections shall be installed perpendicular to panel seams, and shall be spaced thirty (30) inches on center (maximum) to accommodate to the panel anchor clip spacing given in article 3.2 C.
C. Underlayment:
1. Underlayment shall be one ply of R-Mer Seal UDL. Seams shall be lapped in accordance with manufacturer’s recommendations.
1.5 FABRICATION
A. Shop fabricate metal panels and flashing components to the maximum extent possible, forming metal work with clear, sharp, straight, and uniform bends and rises. Hem exposed edges of flashings.
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B. Form flashing components from full single width sheet in minimum ten (10’-0”) feet sections. Provide shop fabricated, mitered corners, joined using closed end pop rivets and joint sealant.
C. Fabricate panels and related sheet metal work in accordance with approved shop drawings and applicable standards.
PART 3 – EXECUTION
3.1 EXECUTION, GENERAL
A. Comply with requirements of Division 01 Section “Common Execution Requirements.”
3.2 PREPARATION
A. Inspection: Examine the alignment and placement of the building structure and substrate. Correct any objectionable warp, waves or buckles in the substrate before proceeding with installation of the pre-formed metal panels.
B. Pre-installation conference: Prior to beginning metal wall panel work, convene a pre-installation conference as specified in Part 1 of this Specification.
C. It is understood that the ongoing operations of the Owner area of a critical nature as to leak sensitivity. Do not work on more wall area than can be restored completely watertight in one day.
3.3 INSTALLATION, GENERAL
A. Install wall system when the atmospheric dry bulb temperature is minimum forty (40) degrees Fahrenheit and rising.
B. Install all components of the wall system in exact accordance with the manufacturer’s standard published procedures as applicable to these project conditions and substrates.
3.4 WALL PANEL INSTALLATION
A. Comply with all details and install wall panel materials and flashings in accordance with approved Manufacturer’s [details<or>shop drawings] and manufacturer’s product data within specified erection tolerances.
B. Isolate dissimilar metals and masonry or concrete from metals with bituminous coating. Use gasketed fasteners where required to prevent corrosive action between fastener, substrate, and panels.
C. Limit exposed fasteners to extent indicated on [details<or>shop drawings].
D. Seal laps and joints in accordance with system manufacturer’s product data.
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E. Installed system shall be true to line and plane and free of dents, and physical defects. In light gauge panels with wide flat surfaces, some oil canning may be present. Oil canning does not affect the finish or structural integrity of the panel and is therefore not cause for rejection.
F. Form joints in linear sheet metal to allow for one fourth (1/4) inch minimum expansion at twenty (20’-0”) feet on center maximum and eight (8’-0”) feet from corners.
G. At joints in linear sheet metal items, set sheet metal items in two (2) one fourth (1/4) inch beads of butyl sealant. Extend sealant over all metal surfaces. Mate components for positive seal. Allow no sealant to migrate onto exposed surfaces.
3.5 CLEANING
A. Clean installed work in accordance with the manufacturer’s instructions.
B. Replace damaged work than cannot be restored by normal cleaning methods.
3.6 CONSTRUCTION WASTE MANAGEMENT
A. Remove and properly dispose of waste products generated during construction.
Comply with requirements of authorities having jurisdiction.
3.7 FINAL INSPECTION
A. At completion of installation and associated work, meet with Contractor, Architect, installer, installer of associated work, Owner, system manufacturer’s representative, and other representatives directly concerned with performance of system.
B. Inspect work and flashing of penetrations, walls, curbs and other equipment. List all items requiring correction or completion and furnish copy of list to each party in attendance.
C. Repair or replace deteriorated or defective work found at time above inspection as required to a produce an installation which is free of damage and deterioration at time of Substantial Completion and according to warranty requirements.
D. Notify the [Contractor] [Architect] [Owner] upon completion of corrections.
E. Following the final inspection, provide written notice of acceptance of the installation from the system manufacturer.
F. Immediately correct leakage during construction. If the Contractor does not respond within twenty four (24) hours, the Owner will exercise rights to correct the Work under the terms of the Conditions of the Contract.
3.8 DEMONSTRATION AND TRAINING
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A. At a time and date agreed to by the Owner, instruct the Owner’s facility manager, or other representative designated by the Owner, on the following procedures:
1. Troubleshooting procedures
2. Notification procedures for reporting leaks or other problems
3. Maintenance
4. The Owner’s obligations for maintaining the warranty in effect and force
5. The Manufacturer’s obligations for maintaining the warranty in effect and force
END OF SECTION 07 42 14.001
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APPENDICES
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Appendix A:
Substitution Request Form
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Attachment: Construction Specs & Bid Solicitation for City Facilities Roof Replacement Project FY25 (24-TT) – CCC Buildings D & H (Facilities Name of Project ________________________________________________________
Project # _______
Substitution Request – No. _______________
Date: ________________________
To: __________________________
DESCRIBE PROPOSED SUBSTITUTION:
____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________
SPECIFIED ITEMS AFFECTED:
___________ ___________________________ ___________ Section # Section Title Paragraph
___________ ___________________________ ___________ Section # Section Title Paragraph
DRAWING ITEM AFFECTED:
__________________________ ___________________________ Sheet Designation Drawing Designation
__________________________ ___________________________ Sheet Designation Drawing Designation
If approved, Contract [Amount] [Sum] is decreased as follows:
_____________________________ _____________________ [Amount][Sum] Time (Calendar Days)
Attached dat a also includes product description, specifications, drawings, photographs, performance and test data for each component of the proposed substitution that fully defines the qualitative and quantitative elements of the proposed substitution. All applicable portions of the data are clearly identified.
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SUBSTITUTION REQUEST No. _____________