AGENDA
November 20, 2024
AMENDED
CITY COUNCIL AGENDA
6:00 p.m.
Council Chambers
311 Vernon Street
Roseville, CA
www.roseville.ca.us
THE CITY OF ROSEVILLE WELCOMES YOUR PARTICIPATION
If an agenda item is open to public comment, such public comment shall be addressed to the chair of the meeting.
Public Comment
- Speakers have three minutes under Public Comment to speak on issues that
are not listed on the agenda and are within the City's jurisdiction. The Brown Act does not permit any action or discussion on items not listed on the agenda.
Consent Calendar
- If applicable, the Consent Calendar consists of routine items that may be approved by one motion. Any person can remove an item from the Consent Calendar to be discussed separately.
Agenda Items
- Speakers have five minutes to address items that are listed on the agenda.
Levine Act Provisions
-
The Levine Act requires a Party (or its agent (s)) to a Proceeding before the City of Roseville that involves any action or consideration to their contract, license, permit, or other entitlement for use, to disclose any campaign contribution made to City elected or appointed officers (including Councilmembers, Planning Commissioners, and members of other City boards and commissions) totaling more than $250 within the 12 months before the City decision.
Americans with Disabilities Act
- Notify the City Clerk or Secretary at least 72 hours in advance if special assistance is required to participate in a meeting including the need of auxiliary aids or services.
Audio/Visual Presentations
- If making a presentation regarding an agenda item, audio/visual materials must be submitted to the City Clerk or Secretary at least 72 hours in advance.
Security procedures are in place to attend Roseville City Council meetings.
All attendees must
successfully pass through a security metal detector.
Any person with a prohibited item will not be
allowed entry.
Prohibited items include, but are not limited to: firearms (even with valid CCW), knives, pepper spray/mace, explosives of any kind/ any weapons and/or dangerous devices of any kind, illegal drugs and alcohol.
Roseville City Clerk 311 Vernon Street, Roseville, CA 916-774-5200 TDD 916-774-5220
1. CALL TO ORDER
2. ROLL CALL
3. PLEDGE OF ALLEGIANCE
4. MEETING PROCEDURES
5. PUBLIC COMMENTS
6. CONSENT CALENDAR
BEGINNING OF CONSENT CALENDAR
Bids / Purchases / Services
6.1. Landscape Bark and Playground Engineered Wood Fiber - Contract Purchase Agreement Amendment
Memo from Parks, Recreation & Libraries Manager Brian Castelluccio and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 24-390 APPROVING AN AMENDMENT #1 TO CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE
CITY OF ROSEVILLE AND APPLIED LANDSCAPE MATERIALS, INC.
DBA NORCAL WHOLESALE BARK AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3003856). Staff requests Council approval to amend the contract purchase agreement with Applied Landscapes Materials, Inc. dba Norcal Wholesale Bark for the purchase and installation of bark mulch and engineered playground wood fiber. The total cost of the service is not to exceed $850,000. Funding is included in the FY2024-25 Parks, Recreation & Libraries; Community Facilities Districts; and Lighting and Landscaping Districts budgets.
CC #:
3641
File #:
0203-10
CONTACT:
Brian Castelluccio 916-746-1755 [email protected]
6.2. Five Star Intertie Improvement Project - Approval of Plans and Specifications and Authorization to Call for Bids
Memo from Assistant Engineer William Montz and Environmental Utilities Director Richard Plecker recommending the City Council approve the Five Star Intertie Improvement Project construction plans and specifications, and authorization to advertise the Five Star Intertie Improvement Project for contractor bidding and accept bids. The total cost for this construction project is estimated to be $800,000. Funding is provided by the Water Construction Fund, which is funded by water connection fees paid for by developers.
CC #:
3647
File #:
0203-09
CONTACT:
William “Bill” Montz 916-774-5545 [email protected]
Resolutions
6.3. California Integrated Transit Project - User Agreement Memo from Assistant Transportation Planner Zachary Presley and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 24-395 APPROVING A USER AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND KUBA, INC., AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve the Kuba user agreement for Roseville Transit's hardware procurement for the California Integrated Transit Project.
This project will provide a consistent and contactless
fare payment option across all transit agencies in the Sacramento/Placer area.
Capital costs for this project have been assessed at $123,649.89 and will be funded using Transit and Intercity Rail Capital Program funding that was secured in a grant submitted by the Sacramento Area Council of Governments.
The initial three
years of operating costs for this project have been assessed at $59,535 and are being funded with Local Transportation Funds. There is no impact to the General Fund.
CC #:
3649
File #:
0721
CONTACT:
Zach Presley 916-774-5365 [email protected]
6.4. California-Oregon Transmission Project - Entitlement Transfer Memo from Assistant Electric Utility Director William Forsythe and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 24-396 APPROVING ACQUISITION AGREEMENTS FOR AN
ENTITLEMENT TO CAPACITY ON THE CALIFORNIA-OREGON
TRANSMISSION PROJECT AND ASSIGNMENT TO THE
TRANSMISSION AGENCY OF NORTHERN CALIFORNIA, AND
AUTHORIZING THE CITY MANAGER TO EXECUTE THEM ON BEHALF
OF THE CITY OF ROSEVILLE. Staff requests approval of three agreements between the City and certain owners of entitlements on the California-Oregon Transmission Project (COTP). The result of executing these three agreements will be the City of Roseville will acquire an additional 1MW of transmission rights on the COTP and will assign this right to be managed with Roseville's existing 29MW right to the Transmission Agency of Northern California. The cost of acquiring an additional 1MW of transmission rights on the COTP is a one-time cost of $150,000, which is included in the current FY2024-25 Electric Fund budget.
CC #:
3650
File #:
0800-03
CONTACT:
William Forsythe
916-774-5619
[email protected]
6.5. Western Area Power Administration – Network Integrated Transmission Service Amendment
Memo from Electric Resource Planner Brian Schinstock and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 24-394 APPROVING AMENDMENT 2 TO WESTERN AREA POWER
ADMINISTRATION CONTRACT 14-SNR-01857, AND AUTHORIZING
THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval to execute the second amendment to the Network Integrated Transmission Service with Western Area Power Administration which allows Roseville to import electricity into our service territory. This amendment updates Roseville’s network behind the meter generation resources to reflect the recently acquired RPEAK units. There is no fiscal impact associated with this amendment.
CC #:
3648
File #:
0800-03
CONTACT:
Brian Schinstock 916-746-1658 [email protected]
6.6. Crimson Ridge Park Upgrade Project - Notice of Completion Memo from Park Development Project Manager Kelly Appier and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 24-386 ACCEPTING THE PUBLIC WORK KNOWN
AS CRIMSON RIDGE PARK UPGRADE PROJECT, APPROVING THE
“NOTICE OF COMPLETION”, AND AUTHORIZING THE PARKS,
RECREATION AND LIBRARIES DIRECTOR TO EXECUTE SAID
NOTICE ON BEHALF OF THE CITY OF ROSEVILLE.
The Parks,
Recreation & Libraries Department has made a final inspection of the
Crimson
Ridge Park Upgrade Project
and has found that all contract work has been
completed in accordance with the improvement plans and specifications.
In
accordance with City specifications, the contractor shall guarantee the installation of these improvements for a period of twelve (12) months from the date of this Notice of Completion.
Funding of $450,000 was allocated from the
FY2022-23 General Fund year-end budget surplus. Maintenance costs are provided through the HP Campus Oaks Community Faculties District No. 2 (Public Services).
CC #:
3636
File #:
0704-01
CONTACT:
Kelly Appier
916-774-5927
[email protected]
6.7. 2023 Power Source Disclosure Reports and 2023 Power Content Labels Memo from Assistant Electric Analyst Matt Helgeson and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 24-385 APPROVING THE 2023 ANNUAL POWER SOURCE DISCLOSURE
REPORTS AND THE 2023 POWER CONTENT LABELS, AND
ATTESTING TO THE VERACITY OF THE ANNUAL REPORTS. Staff
requests Council approval of the 2023 Power Source Disclosure Reports and 2023 Power Content Labels are state mandated reports detailing Roseville Electric Utility’s 2023 energy supply. There is no fiscal impact with the approval of the 2023 Power Source Disclosure Reports and 2023 Power Content Labels.
CC #:
3632
File #:
0800-03
CONTACT:
Matthew Helgeson 916-774-5654 [email protected]
6.8. Pleasant Grove Pump Station Variable Frequency Drive Upgrade and Valve Automation Project - Notice of Completion
Memo from Assistant Engineer William Montz and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 24-387 ACCEPTING THE PUBLIC WORK KNOWN AS THE
PLEASANT GROVE PUMP STATION VARIABLE FREQUENCY DRIVE
UPGRADE AND VALVE AUTOMATION PROJECT, APPROVING THE
“NOTICE OF COMPLETION”, AND AUTHORIZING THE
ENVIRONMENTAL UTILITIES DIRECTOR TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of the Notice of Completion for the Pleasant Grove Pump Station Variable Frequency Drive Upgrade and Valve Automation Project. The total cost of the construction contract including all change orders was $573,334. The project was funded by the Water Rehabilitation Fund.
CC #:
3637
File #:
0900-02
CONTACT:
William Montz 916-774-5545 [email protected]
6.9. Northwest Roseville Specific Plan Parcel 27 - Workout and Settlement Agreement Amendment
Memo from Assistant City Attorney Joe Speaker and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 24-397
AUTHORIZING THE EIGHTH AMENDMENT TO
THE WORKOUT
AND SETTLEMENT AGREEMENT REGARDING DELINQUENT SPECIAL
TAXES AND SPECIAL ASSESSMENTS LEVIED UPON NWRSP PARCEL
27. Staff requests Council approval of the Eighth Amendment to the Workout and Settlement Agreement with CC Drive, LLC, regarding delinquent special taxes and special assessments levied upon Northwest Roseville Specific Plan Parcel 27. The original agreement was designed to cure the tax defaulted status of this parcel, which is located in the Northwest Roseville Community Facilities District No. 1. The purpose of the proposed eighth amendment is to provide the landowner with additional time to make a lump sum payment of back taxes owed on the property by extending the payment due date from December 10, 2024 to December 10, 2026.
The agreement will delay payment of back taxes for Parcel 27A but will not negatively impact bond payments nor increase special taxes for other properties located within the same district. This agenda item has no General Fund impact.
CC #:
3651
File #:
0400-04-03-1
CONTACT:
Mike Isom 916-774-5256 [email protected]
Ordinances (for introduction and adoption - appropriation/urgency measures)
6.10. Community Development Block Grant Fund - Budget Adjustment Memo from Housing Analyst Kristine Faelz and Economic Development Director Melissa Anguiano recommending the City Council adopt ORDINANCE NO. 6886 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL
YEAR 2024-25 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE.
Staff
requests Council approval of a budget adjustment for the FY2024-25 Community Development Block Grant Fund to increase expenditures by $195,480 and revenues by $63,237 for awarded grant funding, unexpended entitlement funding, and estimated program income. This budget adjustment uses Community Development Block Grant funds and will not impact the City's General Fund.
CC #:
3635
File #:
0709-03 & 0201-01
CONTACT:
Kristine Faelz 916-774-5451 [email protected]
Claudia Carreno 916-774-5476 [email protected]
6.11. Fiscal Year 2024-25 Budget Adjustments
Memo from Budget Manager Nancy Rothlisberger and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt ORDINANCE NO. 6888 AUTHORIZING CERTAIN
AMENDMENTS TO THE FISCAL YEAR 2024-25 BUDGET AND
DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE.
Staff recommends Council approve budget
adjustments to the FY2024-25 budget as follows: (1) increase the expenditure budget in the Citizens Benefit Fund by $10,000 for REACH funds disbursed in July 2024, (2) correct a grant allocation by decreasing the state grants revenue budget in the Housing Successor Low/Mod Fund for the Permanent Local Housing Allocation Grant project, (3) transfer $592,868 from the Affordable Housing in Lieu and Program Equity Fund to the Housing Trust Fund to facilitate the closure of the Affordable Housing in Lieu and Program Equity Fund, (4) increase the property tax revenue budget in the Successor Agency to the Former RDA Fund and use the revenue to make additional payments on outstanding loan obligations, and (5) align the budget with the revised funding plan for the Baseline Traffic Signals project and adjust the loan transfer to account for project costs in FY2023-24. The recommended budget adjustments have no fiscal impact on the General Fund.
CC #:
3644
File #:
0201 & 0201-01
CONTACT:
N. Rothlisberger 916-774-5314 [email protected]
6.12. Electric RPEAK CTs Upgrade - Budget Adjustment
Memo from Assistant Electric Utility Director Chris Porter and Electric Utility Director Dan Beans recommending the City Council adopt ORDINANCE NO. 6885 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR
2024-25 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE
.
Staff
requests Council approve a budget adjustment to the Electric RPEAK CTs Upgrade project for $1,200,000,
with an equivalent offsetting decrease to the
Electric RPEAK Phase 2 Upgrade project budget resulting in no net impact to the Electric Fund.
CC #:
3633
File #:
0800-03 & 0201-01
CONTACT:
Chris Porter 916-774-5615 [email protected]
6.13. Traffic Model Update - Professional Service Agreement and Budget Adjustment Memo from Management Analyst Stacie Marchetti and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 24-388 APPROVING A PROFESSIONAL SERVICES AGREEMENT, BY
AND BETWEEN THE CITY OF ROSEVILLE AND FEHR & PEERS, AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6887
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2024- 25 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION
MEASURE.
Staff requests Council approval of a Professional Services Agreement with Fehr & Peers for a comprehensive Traffic Model Update. The total cost of the service is $495,000. The cost of this service is entirely funded by Traffic Mitigation Funds. Additionally, staff requests approval of a budget adjustment to allocate additional resources in the amount of $250,000 to the existing City Traffic Model Update capital improvement project.
CC #:
3638
File #:
0800-06 & 0201-01
CONTACT:
Stacie Marchetti 916-774-5278 [email protected]
Ordinances (for second reading and adoption)
6.14. Second Reading - Sierra Vista Specific Plan Parcel WB-42 - Rezone and Development Agreement Amendment
ORDINANCE NO. 6889 AMENDING ZONING ORDINANCE NO. 5428 OF
THE CITY OF ROSEVILLE CHANGING THE ZONING OF CERTAIN
REAL PROPERTY LOCATED WITHIN THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6890 ADOPTING A FIFTH AMENDMENT OF THE
DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF
ROSEVILLE AND WESTPARK S.V. 400, LLC, RELATIVE TO THE
SIERRA VISTA SPECIFIC PLAN AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE, for second reading and adoption.
CC #:
3652
File #:
0400-02-12-2 & 0400-03 & 0400-04
CONTACT:
Sean Morales 916-774-5282 [email protected]
Reports / Requests
6.15. 2023 Development Agreement Review
Memo from Management Analyst Stacie Marchetti and Development Services Director Mike Isom recommending the City Council accept the City's development agreement review for the period of January 1, 2023 through December 31, 2023. Staff has determined that all parties are in compliance with their respective agreements for the 2023 review period. As stipulated by the development agreements, the annual review is performed by staff on a reimbursable time and materials basis. There is no impact on the General Fund.
CC #:
3643
File #:
0400-05
CONTACT:
Stacie Marchetti 916-774-5278 [email protected]
END OF CONSENT CALENDAR
7. RESOLUTIONS
7.1. Creekview Community Facilities District No. 1 - Improvement Area No. 2 - Series 2024 Bond Issuance
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 24-391 A RESOLUTION AUTHORIZING
THE ISSUANCE OF SPECIAL TAX BONDS FOR AND ON BEHALF OF
IMPROVEMENT AREA NO. 2 OF THE CITY OF ROSEVILLE
CREEKVIEW COMMUNITY FACILITIES DISTRICT NO. 1 (PUBLIC
FACILITIES), APPROVING AND DIRECTING THE EXECUTION OF A
SUPPLEMENTAL AGREEMENT TO FISCAL AGENT AGREEMENT AND
A BOND PURCHASE AGREEMENT, APPROVING THE FORM OF
PRELIMINARY OFFICIAL STATEMENT, APPROVING SALE OF SUCH
BONDS, AND APPROVING OTHER RELATED DOCUMENTS AND
ACTIONS. Staff requests Council approval of certain items based on the developer's request to issue Series 2024 Bonds in order to (i) construct and/or
acquire certain authorized public facilities, (ii) provide for a deposit to a debt service reserve account for the 2024 Bonds, and (iii) pay capitalized interest on the 2024 Bonds. This is the second series of bonds to be issued for Improvement Area No. 2.
The Series 2024 Bond proceeds are not to exceed
$17,000,000.
The Community Facilities District (CFD) will generate special taxes that will be paid by the property owners sufficient to pay the costs of the debt service, CFD administration, and any authorized pay-as-you-go facilities, as well as provide funding in the future for maintenance/replacement of constructed facilities.
The issuance of these bonds will not impact the City's General Fund.
CC #:
3642
File #:
0206-03-01
CONTACT:
Jeannine Thrash 916-774-5473 [email protected]
Dennis Kauffman 916-774-5313 [email protected]
8. SPECIAL REQUESTS/REPORTS/PRESENTATION
8.1. Priority Legislation Signed or Vetoed by the Governor for 2024
Memo from Government Relations Administrator Mark Wolinski and Deputy City Manager Megan Scheid with an overview on priority bills that the Governor has signed or vetoed and that the Government Relations Team has tracked and advocated on during the legislative session. The bills focus primarily on priority legislation that has implications for the following City departments or divisions:
Police, Fire, Building, Housing, Planning, City Clerk, City Attorney, Public Works, Electric and Environmental Utilities. The costs of these activities are contained within the City’s current budget.
CC #:
3634
File #:
0114
CONTACT:
Mark Wolinski 916-774-5179 [email protected]
9. PUBLIC HEARING
NOTICE TO THE PUBLIC
City Council, when considering the matter scheduled for hearing, will take the following actions:
1. 2.
3. 4.
5. 6.
7. 8.
Open the Public Hearing
Presentation by Staff
Presentation by applicant or Appellant
Accept Public Testimony
Appellant or Applicant Rebuttal Period
Close the Public Hearing
City Council Comments and Questions
City Council Action
In the future, if you wish to challenge in court any of the matters on this agenda for which a public hearing is to be conducted, you may be limited to raising only those issues, which you, or someone else raised orally at the Public Hearing or in written correspondence received by the City on or before the hearing.
Public Hearings listed for continuance will be continued as noted and posting of this agenda serves as notice of continuation.
9.1. Tax and Equity Fiscal Responsibility Act Hearing - Crawford Project Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 24-392 APPROVING A PLAN OF FINANCE
INCLUDING THE ISSUANCE OF REVENUE BONDS BY THE CALIFORNIA
MUNICIPAL FINANCE AUTHORITY IN AN AGGREGATE OUTSTANDING PRINCIPAL AMOUNT NOT TO EXCEED $75,000,000 TO FINANCE AND
REFINANCE A QUALIFIED RESIDENTIAL RENTAL PROJECT FOR THE BENEFIT OF ROSEVILLE HARVEY 715, L.P., A CALIFORNIA LIMITED
PARTNERSHIP (OR AN AFFILIATE), AND CERTAIN OTHER MATTERS RELATING THERETO. Staff requests that
Council conducts a public hearing and
adopts a resolution approving the issuance of the Bonds by the California Municipal Finance Authority ("CMFA") for the benefit of Roseville Harvey 715, L.P., a California limited partnership (the “Borrower”), or an affiliate, who has requested that the CMFA adopt a plan of financing providing for the issuance of multifamily housing revenue notes or bonds (the “Bonds”) in one or more series at no time to exceed $75,000,000 in outstanding aggregate principal amount, to finance the acquisition, construction, improvement and equipping of a 265-unit qualified residential rental project, The Crawford, located at 1130 Harvey Way, Roseville. The Board of Directors of the California Foundation for Stronger Communities, a California non- profit public benefit corporation (the “Foundation”), acts as the Board of Directors for the CMFA. Through its conduit debt issuance activities, the CMFA shares a portion of the issuance fees it receives with its member communities and donates a portion of these issuance fees to the Foundation for the support of local charities. With respect to Roseville, it is expected that 25% of the issuance fee, or approximately $20,700, will be granted by the CMFA to the General Fund of the City. Such grant may be used for any lawful purpose of the City.
CC #:
3645
File #:
0201
CONTACT:
Jeannine Thrash 916-774-5743 [email protected]
Dennis Kauffman 916-774-5313 [email protected]
9.2. Electric Backbone Mitigation Fee - Roseville Municipal Code Amendment Memo from Electric Utility Financial Administrator Joanna Cucchi and Electric Utility Director Dan Beans recommending the City Council introduce for first reading an ORDINANCE AMENDING SECTIONS 4.54.010, 4.54.020,
4.54.040 AND 4.54.050 OF THE ROSEVILLE MUNICIPAL CODE
REGARDING ELECTRIC BACKBONE MITIGATION FEE. Staff requests Council approve amendments to the Roseville Municipal Code to adjust the Electric Backbone Mitigation Fee, as outlined in the nexus study. The proposed fee adjustments will result in approximately $600,000 in additional revenue ($82 increase for single-family unit and $58 increase per multi-family unit) in connection and impact fees over the next 5 years. The proposed change aligns the revenues collected from developers with the costs of operating the utility to maintain financial strength and stability, consistent with City Council priorities.
CC #:
3640
File #:
0800-03
CONTACT:
Joanna Cucchi 916-746-1609 [email protected]
9.3. Downtown Specific Plan, Old Town Pizza - Economic Development Incentive Agreement
Memo from Economic Development Manager Wayne Wiley and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 24-393 APPROVING A CITY OF ROSEVILLE
ECONOMIC DEVELOPMENT INCENTIVE AGREEMENT, BY AND
BETWEEN THE CITY OF ROSEVILLE AND OLD TOWN ROSEVILLE
PIZZA, LLC WHOLESALE CORPORATION, AND AUTHORIZING THE
CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approve an Economic Development Incentive Agreement with Old Town Roseville Properties, LLC to offset remediation costs associated with the development of an Old Town Pizza restaurant at a previously City-owned site at 324 Vernon Street. A budget adjustment was approved in October of 2019 allocating $275,000 from the Strategic Improvement Fund to the Vernon Street Sale Preparation capital improvement project to cover due diligence items and remediation costs associated with the sale of the property to Lennox Hill Interiors, LLC. To date, there is a remaining balance of $240,000 and the proposed $100,000 incentive will come from the existing CIP. There will be no impact to the City’s General Fund.
CC #:
3646
File #:
0110
CONTACT:
Wayne Wiley 916-774-5283 [email protected]
10. COUNCIL REPORTS / PUBLIC COMMENTS
11. ADJOURNMENT
COUNCIL COMMUNICATION
CC #:
File #:
Title:
Meeting Heading
Contact:
Meeting Date: 11/20/2024
Item #: 0.1.
COUNCIL COMMUNICATION
CC #:
File #:
Title:
Consent Calendar
Contact:
Meeting Date: 11/20/2024
Item #:
COUNCIL COMMUNICATION
CC #:
3641
File #:
0203-10
Title:
Landscape Bark and Playground Engineered Wood Fiber - Contract Purchase Agreement Amendment
Contact:
Brian Castelluccio 916-746-1755 [email protected]
Meeting Date: 11/20/2024
Item #: 6.1.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute Amendment #1 to the Contract Purchase Agreement with Applied Landscapes Materials, Inc. dba Norcal Wholesale Bark for the purchase and installation of landscape bark mulch and engineered playground wood fiber materials. Additionally staff requests authority for the City Manager to execute the remaining renewal year without further City Council approval, provided that the applicable budget is approved by the City Council.
BACKGROUND
The City's Parks Division currently manages over 80 facilities with playgrounds and over 300 acres of landscaping. Engineered wood fiber is a primary safety component within playgrounds.
Sustaining acceptable levels of this materials is required to provide a safe and enjoyable experience. Landscape bark mulch is used within landscape areas in our parks and streetscapes.
Bark mulch assists in retaining soil moisture, decreasing water use, reducing weeds and enhancing community aesthetics.
Two years remain on the existing contract, based on the Request for Proposals (RFP-13-098) issued in April of 2021. In the FY2024-25 budget, Parks, Recreation, & Libraries was approved to implement a 4-year cycle for mulch bark replenishment in General Fund parks and streetscapes at an expense of $250,000 annually. The Community Facilities Districts (CFD) and Landscaping and Lighting Districts (LLD) budgets also fund bark mulch replacement following this cycle.
Implementation of this regular replenishment cycle results in an increase in the not-to-exceed contract amount to $850,000 in FY2024-25 and $900,000 in FY2025-26.
FISCAL IMPACT
The cost of the FY2024-25 year of the contract is not to exceed $850,000. This funding is included in the Parks, Recreation & Libraries budget ($400,000), and the Community Facilities Districts (CFD) and Lighting and Landscape Districts (LLD) budgets ($450,000). The estimated not-to-exceed cost for FY2025-26 is $900,000.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Approval of Amendment #1 to Contract Purchase Agreement for the installation of mulch bark and playground fiber meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Brian Castelluccio, Parks, Recreation & Libraries Manager Jill Geller, Parks, Recreation & Libraries Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 24-390
Amended Contract - Applied Landscape Materials Inc.
RESOLUTION NO. 24-390
APPROVING AN AMENDMENT #1 TO CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND APPLIED LANDSCAPE MATERIALS, INC.
DBA NORCAL WHOLESALE BARK AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, Amendment #1 to Contract Purchase Agreement (3003856) to provide landscape bank and playground fiber materials, by and between the City of Roseville and Applied Landscape Materials, Inc. dba Norcal Wholesale Bark, has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said contract purchase agreement is approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.
BE IT FURTHER RESOLVED, that the City Manager or his designee is authorized to execute the remaining renewal year without further City Council approval, provided that the applicable budget is approved by the City Council.
PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2024, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
COUNCIL COMMUNICATION
CC #:
3647
File #:
0203-09
Title:
Five Star Intertie Improvement Project - Approval of Plans and Specifications and Authorization to Call for Bids
Contact:
William “Bill” Montz 916-774-5545 [email protected]
Meeting Date: 11/20/2024
Item #: 6.2.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council:
1. Approve the construction plans and specifications for the Five Star Intertie Improvement
Project (Project)
; and
2. Authorize staff to advertise the Project and accept bids from Contractors.
BACKGROUND
As part of the PCWA-Roseville Conveyance Project with Placer County Water Agency (Agency), necessary improvements were identified at the Five Star Intertie between City and Agency water distribution systems.
Constructed in 1995, the Five Star Intertie is a manually operated intertie between the City and the Agency located at the intersection of Five Star Boulevard and Stanford Ranch Road.
To increase water supply resiliency and improve operational functionality, the City and Agency desire to energize and automate the Intertie, which includes the replacement of the flow measurement instrument for automation compatibility. With improvements complete, the Intertie shall be capable of remote monitoring and operation via the Agency’s Supervisory Control and Data Acquisition (SCADA) system and remote monitoring through the City’s SCADA system. The communication link between the Intertie and the City’s SCADA system is desired to be through a fiber pathway, whereas the communication link between the Intertie and Agency’s SCADA system is desired to be via cellular wireless technology.
To energize the Intertie, a new transformer shall be designed, obtained, and installed (provided by Roseville Electric) as well as a metered pedestal to meter power to the Intertie. In addition, a power distribution panelboard is required to provide power from the transformer to the Intertie.
Two
Programmable Logic Controller
panels are required to communicate the signals from the Intertie to the City and Agency SCADA systems.
FISCAL IMPACT
The total cost for the construction project is estimated to be $800,000. Funding is provided by the Water Construction Fund,
which is funded by water connection fees paid for by developers.
ENVIRONMENTAL REVIEW
This project qualifies for a Class 1 Exemption as described in Section 15301 of the California Environmental Quality Act (CEQA) guidelines. The project involves modification of existing facilities to increase water distribution system operational flexibility. The improvements do not result in expansion of use. No sensitive resources are present on the project site. Therefore, the Class 1 Exemption is applicable to the proposed project.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F – Invest in well-planned infrastructure and growth.
Respectfully Submitted,
William Montz, Assistant Engineer
Richard Plecker, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Project Manual
Drawings
Specs
CEQA
City of Roseville California RFP#08-108 TOC-1
Well Drilling – Misty Wood (Well 13) and Campul Oaks (Well 19) [B:\EU\EU-PROJECTS\WATER UTILITY\WATER_CIP\PCWA-Roseville Conveyance Project\2. TINKER AND FIVE STAR (500147)\2_Procurement\Five Star Construction\2_Public Purchase and Advertisement\Project Manual_Five Star (CAO redlines 10.2.24).docx; 9/8/22]
Buildings & Grounds
Project Manual
Project:
Five Star Intertie Improvement Project
Department:
Environmental Utilities
CITY OF ROSEVILLE
Five Star Intertie Improvement Project
The Specifications contained herein have been prepared by, or under the direct supervision of the following Registered Engineers
Bid Documents and Conditions of the Contracted Prepared by:
City of Roseville
Janice R. Gainey, PE
Expires 09/30/2026
Technical Specifications Prepared by:
GHD Inc.
Matt Weber, PE, DBIA
Expires 6/30/2026
City of Roseville California RFQ#08-117 TOC-i
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 1/2 4/24]
PROJECT MANUAL
TABLE OF CONTENTS
NOTICE TO CONTRACTORS NTC
1-5
INSTRUCTIONS TO BIDDERS INT
Section 1: General 1
Section 2: Bid Requirements 3
Section 3: Evaluation of Bids 9
Section 4: Award and Execution of Contract 11
Section 4: Bid Protest Procedures 14
PROPOSAL PROP
Proposal to the Department of Environmental Utilities 1 Statement of Qualifications and Experience 6
Designation of Subcontractors 7
Security for Compensation Certificate 8
Bidder’s Bond 9
Schedule of Bid Items 12
Noncollusion Affidavit 13
Disqualification Questionnaire 14
Acknowledgement of Insurance and Bond Requirements 15
Disclaimer of Warranties and Accuracy of Data 16
AGREEMENT AGR
1-7
INSURANCE INS
Table of Contents for Insurance Information Packet i
Notice to Contractor 1
Notice to Insurance Broker 2
Insurance Requirements 3
Faithful Performance Bond 10
Labor and Materials Payment Bond 15
GENERAL CONDITIONS GC
City of Roseville California RFQ#08-117 TOC-ii
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 1/2 4/24] Table of Contents for General Conditions i-iv
Section 1: Definitions and Terms 1:1
Section 2: Control and Scope of Work 2:1
Section 3: Changes in the Work 3:
Section 4: Control of Materials 4:1
Section 5: Legal Relations and Responsibility 5:1
Section 6: Prosecutions and Progress 6:1
Section 7: Acceptance and Payment 7:1
TEXT OF AB 626 AB 626
1-9
SUPPLEMENTAL CONDITIONS: SC
Table of Contents for Supplemental Conditions i
Scope of Supplemental Conditions 1
Section 1: Definitions and Terms 2
Section 2: Control and Scope of Work 3
Section 3: Changes in the Work 4
Section 4: Control of Materials 5
Section 5: Legal Relations and Responsibility 6
Section 6: Prosecutions and Progress 7
Section 7: Acceptance and Payment 8
SPECIAL PROVISIONS SP
Table of Contents for Special Provisions i
Section 2: Governor’s Executive Order N-6-22 (EO) 2
SPECIFICATIONS FOR CONSTRUCTION (PREPARED BY GHD) SPEC
Cover Sheet 1
Table of Contents for Technical Specifications 3
Division 2 – Existing Conditions
Division 3 – Concrete
Division 5 – Metals
Division 09 – Finishes
Division 26 – Electrical
Division 31 – Site Clearing
Division 33 – Utilities
Division 40 – Process Integration
5 9
21 25
39 121
131
159
City of Roseville California RFQ#08-117 TOC-iii
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DRAWINGS (PREPARED BY GHD) SHEET
Title Sheet 1
General Notes 2
Site Plan and Profile 3
PRV Vault and Flow Meter 4
Mechanical Details 7
Electrical Details
Process and Instrumentation
9 15
City of Roseville California RFQ#08-117 NTC - 1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
CITY OF ROSEVILLE
DEPARTMENT OF ENVIRONMENTAL UTILITIES
FIVE STAR INTERTIE IMPROVEMENT PROJECT
NOTICE TO CONTRACTORS
NOTICE IS HEREBY GIVEN THAT sealed Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until December 19, 2024 at 3:00 p.m.
Late Proposals will be rejected. No exceptions.
The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 p.m. on December 19, 2024 at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project: Five Star Intertie Improvement Project.
An optional pre-bid meeting will be held at 2005 Hilltop Circle Roseville, CA 95747 at 10am on Thursday, December 5, 2024.
A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at www.roseville.ca.us/business/procurement_services/bids_rfps or directly at www.publicpurchase.com. All communications relative to this project shall be conducted through Public Purchase.
Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:
City of Roseville California RFQ#08-117 NTC - 2
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.
Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, Certified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.
To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.
Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for RFQ # 08-117
Five Star Intertie Improvement Project
(Name of Bidder)
(Address of Bidder)
City of Roseville California RFQ#08-117 NTC - 3
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.
Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.
The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.
Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.
The Contractor shall possess any license classification required by the laws of the California for the performance of the work specified in the Contract Documents. Said license shall be maintained during the Contract period. Failure to possess the specified license shall render the bid nonresponsive and will act as a bar to the award of the Contract to any Bidder not possessing such a license at the time of bid submittal. The Contractor shall provide certification of the license, its number and the expiration date on the proposal form.
The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following
City of Roseville California RFQ#08-117 NTC - 4
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 5 “Legal Relations and Responsibility” of the General Conditions.
Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 or exempt from registration requirements pursuant to Labor Code Section 1725.5(f). It is not a violation of Labor Code Section 1771.1 for 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 work pursuant to Labor Code Section 1725.5 at the time the contract is awarded or is exempt from registration requirements pursuant to Labor Code Section 1725.5(f). The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
Vehicles with a GVWR greater than 8,500 lbs. and light – duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions and air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets. In addition, certain off-road diesel vehicles may be subject to the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation.
For more information, please visit the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation
City of Roseville California RFQ#08-117 NTC - 5
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] webpage at https://ww2.arb.ca.gov/our-work/programs/use-road-diesel-fueledfleets-regulation.
All questions prior to the deadline for bid submissions must be submitted via the Public Purchase website at https://www.publicpurchase.com. The deadline for submissions of questions and clarifications regarding the Contract Documents is ten (10) calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding.
___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________
City of Roseville California RFQ#08-117 INT - 1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in the General Conditions Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.
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, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site
City of Roseville California RFQ#08-117 INT - 2
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations and reviewed all available supplemental materials. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records, if they exist, have been uploaded to the Public Purchase website for this RFP as “supplemental materials”. The supplemental materials are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor.
The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.
No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.
City of Roseville California RFQ#08-117 INT - 3
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms (included in this document under section PROP), which, when filled out and executed may be submitted as the bid. Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder. Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.
The Proposal and one (1) copy thereof shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.
All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.
The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.
If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the
City of Roseville California RFQ#08-117 INT - 4
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.
Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.
No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of one- half of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions.
City of Roseville California RFQ#08-117 INT - 5
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.
All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.
All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.
Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP- 11).
2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any
City of Roseville California RFQ#08-117 INT - 6
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.
A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.
The City may correct any mathematical errors apparent on the face of the bid.
The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.
Amounts for Allowance bid items must be entered in the exact amount in the Amount column.
City of Roseville California RFQ#08-117 INT - 7
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The prices included within the Schedule of Bid Prices shall include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.
The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.
Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the General Conditions, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.
Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.
Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.
The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.
The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work
City of Roseville California RFQ#08-117 INT - 8
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] under a bid item will be performed during the course of the Project or that the Work will be performed at the quantities included in the Schedule of Bid Prices. As provided in the General Conditions, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.
The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.
2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the
City of Roseville California RFQ#08-117 INT - 9
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] provisions of California Labor Code Section 6707, if the Work involves construction of a pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.
SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.
In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the
City of Roseville California RFQ#08-117 INT - 10
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.
3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.
All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid
City of Roseville California RFQ#08-117 INT - 11
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.
SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.
Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited,
City of Roseville California RFQ#08-117 INT - 12
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] will be returned.
4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2) bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.
Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.
All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the General Conditions, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.
Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the General Conditions. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance
City of Roseville California RFQ#08-117 INT - 13
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.
If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to
City of Roseville California RFQ#08-117 INT - 14
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.
SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.
Project ____________________________
Contractor _________________________
City of Roseville California RFQ#08-117 PROP - 1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
PROPOSAL
PROPOSAL TO THE DEPARTMENT OF ENVIRONMENTAL UTILITIES
for
Five Star Intertie Improvement Project
Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:
City of Roseville Business License No.
The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.
City of Roseville California RFQ#08-117 PROP - 2
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The Notice to Contractors, Instructions to Bidders, Form of Agreement, Specifications, General Conditions, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.
The work to be done is described in the Bidding Documents entitled Five Star Intertie Improvement Project, City of Roseville, California. This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.
The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.
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 location of the proposed Work, the attached Form of Agreement, and the plans, Specifications, and other Contract Documents; and agrees if this Proposal is accepted, that it will contract with the City of Roseville, in the form of a copy of the Agreement contained in the Project Manual, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that the Bidder will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers ________________. (IF NONE, STATE NONE).
Bids are required for all Bid Items. The amount of the Bid for comparison purposes will
City of Roseville California RFQ#08-117 PROP - 3
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] be the total of all items awarded.
The Bidder shall set forth for each item of work, in clearly legible figures, an item (“unit”) price and a total for the item in the respective spaces provided for this purpose in the Schedule of Bid Items.
The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance with the Contract Documents.
Accompanying this Proposal is _______________________________________________. (Notice: Insert the words “Cash $_________,” “Cashier's Check,” “Certified Check,” or “Bidder's Bond,” as the case may be, in an amount equal to at least ten percent (10%) of the total of the Bid.)
The names of all persons interested in the foregoing Proposal as Principals, are as follows: ______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________
If SOLE OWNER, execute here:
I sign as sole owner of the business named above:
_____________________________________________________________________________
If PARTNERSHIP, one or more partners sign here:
City of Roseville California RFQ#08-117 PROP - 4
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________
If CORPORATION, execute here:
Corporate Name: _______________________________________ Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
If JOINT VENTURE, execute here:
Joint Venture name composed of:
The undersigned certify that they sign this bid with the full and proper authorization so to do:
City of Roseville California RFQ#08-117 PROP - 5
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
Signature of Authorized Official*
Title
Typewritten or Printed Name
Signature of Authorized Official*
Title
Typewritten or Printed Name
*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).
City of Roseville California RFQ#08-117 PROP - 6
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
STATEMENT OF QUALIFICATIONS AND EXPERIENCE
Provide a summary of your firm’s experience in providing these or similar services.
Provide a minimum of three (3) references for projects or services similar in nature and scope that your firm’s team members have completed in the last five (5) years. Include brief descriptions of the projects, dates, a list of proposed staff that were part of the project, client names and contact persons’ names, addresses and telephone numbers. Public sector references are preferred.
City of Roseville California RFQ#08-117 PROP - 7
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
LIST OF SUBCONTRACTORS
Contractor’s Name: _________________________________
The Bidder is required to furnish the following information in accordance with the provisions of Section 4100 and 4114, inclusive, of the Public Contract Code of the State of California. This list and information shall include all Subcontractors that perform work, provide labor or render services to the Bidder in connection with the Project in an amount in excess of one-half of one percent (0.5%) of the total amount of the Bidder Grand Total Price.
PORTION/
TYPE OF
WORK
% OF
CONTRACT
SUB-
CONTRACTOR’S
NAME
CONTRACTOR
LICENSE NO.
DIR REG.
NO.
BUSINESS ADDRESS
(CITY, STATE)
City of Roseville California RFQ#08-117 PROP - 8
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.
_________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone
City of Roseville California RFQ#08-117 PROP - 9
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:
That we ________________________________________________________________ ___________________________________________________________, as PRINCIPAL, and ______________________________________________________________________________ a, __________________________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Roseville in the penal sum of _______________________________________________ dollars ($________________), being at least TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Roseville, acting by and through the Public Works Director, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the Director of the Department to which said Bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR
(Copy here the exact title of work as it appears on the Proposal.)
City of Roseville California RFQ#08-117 PROP - 10
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this _____ day of _____________________, 20___.
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Principal
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Surety
__________________________________
__________________________________
Business Address
NOTE: To be considered complete, both the Principal and the Surety must sign this Bidder’s Bond. In addition, signatures of those executing for the Surety must be properly acknowledged.
Project ____________________________
Contractor _________________________
City of Roseville California RFQ#08-117 PROP - 11
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
SCHEDULE OF BID ITEMS
Bid
Item Item Description Unit Estimated
Quantity
Unit Price
($) Total Amount ($)
1 Mobilization and Demobilization Lump Sum 1
2 Traffic Control Lump Sum 1
3 Mechanical – Pressure Reducing
Valve (PRV) Vault Lump Sum 1
4 Mechanical – Flow Meter Vault
and Isolation Valve Lump Sum 1
5 Electrical Lump Sum 1
6 Communication – City of
Roseville Lump Sum 1
7 Communication – PCWA Lump Sum 1
GRAND TOTAL BID PRICE ($) = ______________________________________________ Grand Total Bid Price in Words:_________________________________________________
City of Roseville California RFQ#08-117 PROP - 12
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
NONCOLLUSION DECLARATION
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
The undersigned declares:
I am the _________________ of ______________________, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other Bidder. All statements contained in the bid are true. The Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state].
____________________________________
(Signature of Declarant)
City of Roseville California RFQ#08-117 PROP - 13
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
DISQUALIFICATION QUESTIONNAIRE
The Bidder shall complete, under the penalty of perjury, the following questionnaire:
Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has proprietary interest in the Bidder, 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.
NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________
City of Roseville California RFQ#08-117 PROP - 14
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
ACKNOWLEDGEMENT OF INSURANCE AND BOND REQUIREMENTS
Included in the Bid Price is full compensation for the requirements set forth in the INSURANCE BROKER INFORMATION PACKET of the Project Manual.
NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________
City of Roseville California RFQ#08-117 PROP - 15
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
DISCLAIMER OF WARRANTIES AND ACCURACY OF DATA
Although soil and site investigation reports have been obtained from sources believed to be reliable, no warranty expressed or implied is made regarding accuracy, adequacy, completeness, legality, reliability or usefulness of any information contained therein. These reports are subject to change at any time, may be incomplete, and/or may contain errors. This information is provided for informational purposes only. The City of Roseville provides this information on an “as is” basis. Warranties of any kind, express or implied, or statutory, including but not limited to the implied warranties of merchantability, and fitness for a particular purpose ARE DISCLAIMED to any party viewing these documents or to any third party.
The City of Roseville does not accept and expressly disclaims liability to any party viewing such information, or to any third party whatsoever, for any loss, damage, or injury (including incidental or consequential damages) whether such loss, damage, or injury is the result of negligence, willful or intentional misconduct, or any other cause.
I have read and acknowledged the above disclaimer and agree to hold harmless the City of Roseville on any theory of liability for any loss, damage or injury whether in contract, strict liability or tort arising in any way out of the use or contents of the released information or documents described above or the performance of the work called for herein.
Print Name Signature
Name of Business/Company/Corporation Date
Address Phone
City of Roseville California RFQ#08-117 PROP - 16
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
END OF PROPOSAL
City of Roseville California RFQ#08-117 AGR - 1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
AGREEMENT
THIS AGREEMENT, is made and entered into this _____ day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a ____________________________, (“CONTRACTOR”); and
W I T N E S E T H:
WHEREAS, the City Council of the CITY, at a meeting held on the ____day of __________________, 20_____, approved plans and specifications for the ______________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a
City of Roseville California RFQ#08-117 AGR - 2
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] contract to CONTRACTOR to do the work referred to in the aforementioned specifications.
NOW, THEREFORE, the parties agree as follows:
1. THE WORK. CONTRACTOR agrees:
a. To do the work and furnish all the labor, materials, tools, supplies, equipment, superintendence, insurance, and bonds required for the _______________________ ______________________________________________________________________________ in accordance with the Contract Documents (the Work).
b. To do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Public Works of the City of Roseville.
2. PAYMENT. CITY shall pay CONTRACTOR __________________________ _________________________________________ dollars ($________________) for the Work to be done under this Agreement in accordance with the Contract Documents.
3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including general conditions, supplemental conditions, special provisions and construction details); d. Bonds and insurance required by the Insurance Broker Information Packet section of this document; and
e. This contract.
City of Roseville California RFQ#08-117 AGR - 3
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] All documents specified above are intended to operate so that any work called for in any one and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents.
4. LIQUIDATED DAMAGES. In the event CONTRACTOR does not complete the Work within the time specified, CONTRACTOR agrees that CITY will suffer damages.
Inasmuch as the actual damages which would result from such breach by CONTRACTOR under this Agreement are uncertain, and would be impractical or extremely difficult to fix, CONTRACTOR agrees that it shall pay, or CITY shall deduct from CONTRACTOR’s fee, the amount of $1,500.00 per day as liquidated damages, in the event of such delay.
5. TIME OF COMPLETION. Time is of the essence of this Agreement.
CONTRACTOR shall complete all Work under the Contract Documents within 181 Days of the date of this Contract. CONTRACTOR shall begin work by the date specified in the “Notice to Proceed” letter and shall diligently prosecute all of the Work under this Contract in all parts and requirements as defined in the Contract Documents.
6. SERVICE OF NOTICE. Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below; or (c) sent by facsimile, with confirmation of receipt, to the facsimile number identified below.
CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________
City of Roseville California RFQ#08-117 AGR - 4
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.
7. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the Contract Documents and Public Contract Code Sections 10240-10240.13.
8. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of California.
9. INDEPENDENT CONTRACTOR. CONTRACTOR shall act as an independent contractor, and covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as, nor claim to be, an officer or employee of CITY by reason of this Agreement.
10. SUCCESSORS IN INTEREST. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.
11. MODIFICATION. This Agreement and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the parties.
12. SEVERABILITY. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.
13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.
14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE
City of Roseville California RFQ#08-117 AGR - 5
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST
CONTRACTORS IF A COMPLAINT REGARDING A PATENT ACT OR OMISSION IS FILED WITHIN FOUR (4) YEARS OF THE DATE OF THE ALLEGED VIOLATION. A
COMPLAINT REGARDING A LATENT ACT OR OMISSION PERTAINING TO STRUCTURAL DEFECTS MUST BE FILED WITHIN TEN (10) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O.
BOX 26000, SACRAMENTO, CALIFORNIA 95826.
IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. _____, adopted by the Council of the City of Roseville on the ____day of _________________, 20_____, and CONTRACTOR has caused this Agreement to be duly executed.
CITY OF ROSEVILLE, a ___________________________, a
municipal corporation _____________________________
BY:______________________________ BY: __________________________ DOMINICK CASEY its: __________________________
City Manager
and
ATTEST:
BY: __________________________
its: __________________________
BY:______________________________
CARMEN AVALOS
City Clerk
City of Roseville California RFQ#08-117 AGR - 6
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] APPROVED AS TO FORM:
BY: ______________________________
MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:
BY: ______________________________
Print Name:________________________
Title:______________________________
City of Roseville California RFQ#08-117 INS -i
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
INSURANCE BROKER INFORMATION PACKET
Five Star Intertie Improvement Project
TABLE OF CONTENTS for INSURANCE BROKER INFORMATION PACKET Page
Notice to Contractor INS 1
Notice to Insurance Broker INS 2
Insurance Requirements INS 3
Public Works Faithful Performance Bond INS 10
Public Works Payment Bond INS 15
City of Roseville California RFQ#08-117 INS -1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
NOTICE TO CONTRACTOR
For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.)
Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid.
City of Roseville California RFQ#08-117 INS -2
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as the Five Star Intertie Improvement Project.
The Contract Amount is $_______________________________________________________
The Contract Conditions for this project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.
This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.
Please refer to the Supplemental Conditions for modifications of the General Conditions, if any, and the requirements of this insurance packet.
Please use the standard City of Roseville Bond Forms provided in this package.
The Bonds required must each be in the penal amount of: $______________________.
Bonds must be sent to the following staff person:
William Montz
2005 Hilltop Circle
Roseville, CA 95747
Insurance documents must be provided using one of the following methods:
a. By email to [email protected] and [email protected] b. By fax to (770) 335-5727 and (916) 774-5461
After using one of these methods, please DO NOT send the insurance certificate(s) by mail.
c. Or mail the documents to
City of Roseville
Insurance Compliance
P.O. Box 100085-R1
Duluth, GA 30096
City of Roseville California RFQ#08-117 INS -3
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.
Thank you.
City of Roseville California RFQ#08-117 INS -4
Five Star Intertie Improvement Project
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INSURANCE REQUIREMENTS
The following sections are quoted from the General Conditions:
5-1.23 INSURANCE COVERAGE.
A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.
B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.
C. Insurance Required.
1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury,
City of Roseville California RFQ#08-117 INS -5
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] personal injury and property damage for projects under One Million Dollars ($1,000,000) and limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.
The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.
Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, cross- liability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss.
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Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.
4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its
City of Roseville California RFQ#08-117 INS -7
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Subcontractors provided any design or engineering services in connection with the Project.
5. Builder’s Risk/Course of Construction Insurance Is Required by Risk Management: The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.
The Contractor shall secure “All Risk” type of Builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.
The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.
Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of
3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.
6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the
City of Roseville California RFQ#08-117 INS -8
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.
7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
5-1.24 OTHER INSURANCE PROVISIONS.
A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.
B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.
However, this shall not in any way limit liabilities assumed by Contractor under the Contract.
Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be
City of Roseville California RFQ#08-117 INS -9
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.
D. The City, its officers, agents, 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 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. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.
E. The limits of insurance required in this Contract may be satisfied by a
City of Roseville California RFQ#08-117 INS -10
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.
F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.
G. Contractor shall be responsible for all premiums, deductibles, and self- insured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.
H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.
I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.
J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY
PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
City of Roseville California RFQ#08-117 INS -11
Five Star Intertie Improvement Project
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PUBLIC WORKS
FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________)
WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and
WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the Bond No. ____________________
Premium $____________________
City of Roseville California RFQ#08-117 INS -12
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.
The condition of this obligation is such that if the PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.
As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the SURETY shall
City of Roseville California RFQ#08-117 INS -13
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] continue so long as any obligation of the PRINCIPAL remains.
No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.
Whenever PRINCIPAL shall be and declared by CITY to be in default under the AGREEMENT, SURETY shall promptly remedy the default, or shall promptly do one of the follow at CITY’s election:
1. Undertake through its agents or independent contractors, reasonably acceptable to CITY, to complete the AGREEMENT in accordance with its terms and conditions and to pay and perform all obligations of PRINCIPAL under the AGREEMENT, including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages.
2. Reimburse CITY for all costs CITY incurs in completing the AGREEMENT, and in correcting, repairing or replacing defects in materials or workmanship
City of Roseville California RFQ#08-117 INS -14
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] and/or materials and workmanship which do not conform to the specifications in the AGREEMENT.
SURETY’s obligations hereunder are independent of the obligations of any other surety for the performance of the AGREEMENT, and suit may be brought against SURETY and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing CITY’s rights against the others.
No right of action shall accrue on this bond to or for the use of any person or corporation other than CITY or its successors or assigns.
As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
[SIGNATURES NEXT PAGE]
City of Roseville California RFQ#08-117 INS -15
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.
PRINCIPAL: SURETY:
BY:_________________________________ BY:________________________________ PRINT NAME: ________________________ PRINT NAME: _______________________ PRINT TITLE: ________________________ PRINT TITLE:________________________
AND MAILING ADDRESS:
BY: ________________________________ ___________________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________
(Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:
BY: __________________________
City Attorney
City of Roseville California RFQ#08-117 INS -16
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
PUBLIC WORKS
LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________)
WHEREAS, the City of Roseville (“CITY”), has awarded a bid and contract to ______________________________________________________________________ as contractor (“PRINCIPAL”), for the public work described as ____________________ ________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and
WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing payment of persons who provide labor and material; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which Bond No. _________________
Premium $________________
City of Roseville California RFQ#08-117 INS -17
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.
The condition of the obligation is such that if the PRINCIPAL, its subcontractors, heirs, executors, administrators, successors or assigns fails to pay any of the persons named in Section 8004 or 9100 of the Civil Code of the State of California, or the amounts due under the Unemployment Insurance Code of the State of California, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the SURETY will pay for the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, shall pay reasonable attorneys’ fees, to be fixed by the Court.
This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file a Stop Payment Notice pursuant to the provisions of Section 9350 et seq. of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.
No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall
City of Roseville California RFQ#08-117 INS -18
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.
As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the _____ day of __________________, 20__.
PRINCIPAL: SURETY:
BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________
AND MAILING ADDRESS:
City of Roseville California RFQ#08-117 INS -19
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BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________
(Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:
BY: __________________________
City Attorney
City of Roseville California RFQ#08-117 GC – i
Five Star Intertie Improvement Project
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GENERAL CONDITIONS
FOR BUILDINGS AND GROUNDS
TABLE OF CONTENTS
SECTION 1: DEFINITIONS AND TERMS GC-1:1
1-1.01 GENERAL ....................................................................................................... GC-1:1 1-1.02 ACCEPTANCE................................................................................................ GC-1:1 1-1.03 ADDENDUM .................................................................................................. GC-1:1 1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS ................................................................................................. GC-1:1 1-1.05 ASSESSMENT ................................................................................................ GC-1:1 1-1.06 BENEFICIAL OCCUPANCY ......................................................................... GC-1:2 1-1.07 BID GUARANTY ............................................................................................ GC-1:2 1-1.08 BIDDER ........................................................................................................... GC-1:2 1-1.09 BIDDING DOCUMENTS ............................................................................... GC-1:2 1-1.10 CHANGE ORDER ........................................................................................... GC-1:2 1-1.11 CITY ................................................................................................................ GC-1:2 1-1.12 CITY ATTORNEY .......................................................................................... GC-1:2 1-1.13 CITY CLERK .................................................................................................. GC-1:2 1-1.14 CLAIM ............................................................................................................. GC-1:2 1-1.15 CONSTRUCTION SCHEDULE ..................................................................... GC-1:3 1-1.16 CONTRACT OR AGREEMENT .................................................................... GC-1:3 1-1.17 CONTRACT CONDITIONS ........................................................................... GC-1:3
City of Roseville California RFQ#08-117 GC – ii
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 1-1.18 CONTRACT DOCUMENTS .......................................................................... GC-1:3 1-1.19 CONTRACT DRAWINGS .............................................................................. GC-1:3 1-1.20 CONTRACT PRICE ........................................................................................ GC-1:4 1-1.21 CONTRACT TIME .......................................................................................... GC-1:4 1-1.22 CONTRACTOR ............................................................................................... GC-1:4 1-1.23 DAY OR DAYS ............................................................................................... GC-1:4 1-1.24 DEPARTMENT ............................................................................................... GC-1:4 1-1.25 DIRECT COSTS .............................................................................................. GC-1:4 1-1-26 DIRECTOR. ..................................................................................................... GC-1:6 1-1.27 EMERGENCY. ................................................................................................ GC-1:6 1-1.28 ENGINEER OR ARCHITECT ........................................................................ GC-1:7 1-1.29 FINAL COMPLETION ................................................................................... GC-1:7 1-1.30 FORCE ACCOUNT ......................................................................................... GC-1:7 1-1.31 GENERAL NOTES ......................................................................................... GC-1:7 1-1.32 INSTALLATION, INSTALL .......................................................................... GC-1:7 1-1.33 LABORATORY .............................................................................................. GC-1:7 1-1.34 LEGAL HOLIDAYS ....................................................................................... GC-1:7 1-1.35 LIQUIDATED DAMAGES ............................................................................. GC-1:7 1-1.36 NOTICE OF COMPLETION ........................................................................... GC-1:8 1-1.37 NOTICE TO PROCEED .................................................................................. GC-1:8 1-1.38 NOTICE OF TERMINATION ......................................................................... GC-1:8 1-1.39 OVERHEAD .................................................................................................... GC-1:8 1-1.40 PREMISES ....................................................................................................... GC-1:9
City of Roseville California RFQ#08-117 GC – iii
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 1-1.41 PROFESSIONAL ENGINEER ........................................................................ GC-1:9 1-1.42 PROJECT MANUAL ...................................................................................... GC-1:9 1-1.43 PROPOSAL FORMS ....................................................................................... GC-1:9 1-1.44 REQUEST FOR INFORMATION (RFI). ........................................................ GC-1:9 1-1.45 SAFETY ........................................................................................................... GC-1:9 1-1.46 SCHEDULE OF VALUES. ............................................................................. GC-1:9 1-1.47 SHOP DRAWINGS ....................................................................................... GC-1:10 1-1.48 SPECIFICATIONS ........................................................................................ GC-1:10 1-1.49 SUBCONTRACTOR ..................................................................................... GC-1:10 1-1.50 SUBMITTALS ............................................................................................... GC-1:10 1-1.51 SUPPLEMENTAL CONDITIONS ............................................................... GC-1:10 1-1.52 SUPPLIER ..................................................................................................... GC-1:10 1-1.53 WORK............................................................................................................ GC-1:11 1-1.54 WORK SITE .................................................................................................. GC-1:11 1-1.55 WORKING DRAWINGS .............................................................................. GC-1:11 SECTION 2: CONTROL AND SCOPE OF THE WORK .................................................. GC-2:1 2-1.01 AUTHORITY OF DIRECTOR ........................................................................ GC-2:1 2-1.02 INTENT OF CONTRACT DOCUMENTS ..................................................... GC-2:1 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT ....
DOCUMENTS ................................................................................................. GC-2:2 2-1.04 CONTRACT DRAWINGS .............................................................................. GC-2:3 2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS ................................................................................................. GC-2:3
City of Roseville California RFQ#08-117 GC – iv
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 2-1.06 INDEPENDENT CONTRACTOR STATUS .................................................. GC-2:5 2-1.07 ORDER OF WORK ......................................................................................... GC-2:5 2-1.08 SUBMITTALS ................................................................................................. GC-2:5 2-1.08A SHOP DRAWINGS ................................................................................... GC-2:6 2-1.08B DESCRIPTIVE DATA ............................................................................... GC-2:7 2-1.08C SAMPLES .................................................................................................. GC-2:7 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT ..................................... GC-2:7 2-1.08E ALTERNATIVES ..................................................................................... GC-2:10 2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE......................... GC-2:12 2-1.10 ACCESS TO THE WORK ............................................................................. GC-2:12 2-1.11 TEMPORARY UTILITIES ........................................................................... GC-2:12 2-1.12 UTILITY FACILITIES .................................................................................. GC-2:13 2-1.13 PRESERVATION AND CLEANING ........................................................... GC-2:14 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES .................................... GC-2:14 2-1.15 DUST CONTROL .......................................................................................... GC-2:15 2-1.16 SANITATION................................................................................................ GC-2:15 2-1.17 NIGHT WORK AND NORMAL WORKING HOURS ................................ GC-2:15 2-1.18 LINES AND GRADES .................................................................................. GC-2:16 2-1.19 ARCHEOLOGICAL DISCOVERIES ........................................................... GC-2:17 2-1.20 PRESERVATION OF MONUMENTS ......................................................... GC-2:17 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS .................................. GC-2:18 2-1.22 FINAL CLEANUP ......................................................................................... GC-2:18 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS ............................................ GC-2:18
City of Roseville California RFQ#08-117 GC – v
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 2-1.24 SUPERINTENDENCE .................................................................................. GC-2:19 2-1.25 CHARACTER OF WORKER ....................................................................... GC-2:20 2-1.26 INSPECTION ................................................................................................ GC-2:20 2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK ................... GC-2:21 SECTION 3: CHANGES IN THE WORK .......................................................................... GC-3:1 3-1.01 CHANGES ....................................................................................................... GC-3:1 3-1.02 PROPOSED CHANGE ORDERS ................................................................... GC-3:2 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE ORDERS ......... GC-3:3 3-1.04 EXECUTED CHANGE ORDER ..................................................................... GC-3:3 3-1.05 CONTRACT PRICE ADJUSTMENT ............................................................. GC-3:3 3-1.06 FORCE ACCOUNT PAYMENT ..................................................................... GC-3:5 3-1.06A LABOR ...................................................................................................... GC-3:6 3-1.06B MATERIALS .............................................................................................. GC-3:6 3-1.06C EQUIPMENT. ........................................................................................... GC-3:7 3-1.06D MARKUPS ................................................................................................ GC-3:8 3-1.06E RECORDS ................................................................................................. GC-3:9 3-1.07 COST REDUCTION PROPOSALS .............................................................. GC-3:11 SECTION 4: CONTROL OF MATERIALS ........................................................................ GC-4:1 4-1.01 MATERIALS ................................................................................................... GC-4:1 4-1.02 PRODUCT AND REFERENCE STANDARDS ............................................. GC-4:2 4-1.03 SAMPLING AND TESTING OF MATERIALS ............................................. GC-4:2 4-1.04 CERTIFICATES OF COMPLIANCE ............................................................. GC-4:7
City of Roseville California RFQ#08-117 GC – vi
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 5: LEGAL RELATIONS AND RESPONSIBILITY.......................................... GC-5:1 5-1.01 LAWS TO BE OBSERVED ............................................................................ GC-5:1 5-1.02 HOURS OF LABOR ........................................................................................ GC-5:1 5-1.03 NONDISCRIMINATION ................................................................................ GC-5:2 5-1.04 PREVAILING WAGE ..................................................................................... GC-5:3 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID .................... GC-5:6 5-1.06 PAYROLL RECORDS .................................................................................... GC-5:7 5-1.07 SAFETY REQUIREMENTS ......................................................................... GC-5:10 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION ................................... GC-5:15 5-1.09 PUBLIC SAFETY .......................................................................................... GC-5:15 5-1.10 EMERGENCIES ............................................................................................ GC-5:17 5-1.11 APPRENTICES ............................................................................................. GC-5:18 5-1.12 FAIR LABOR STANDARDS ACT ............................................................... GC-5:18 5-1.13 WORKERS' COMPENSATION ................................................................... GC-5:19 5-1.14 AIR POLLUTION CONTROL AND ASBESTOS ........................................ GC-5:19 5-1.15 USE OF PESTICIDES ................................................................................... GC-5:20 5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS ................................ GC-5:20 5-1.17 WEIGHT LIMITATIONS ............................................................................. GC-5:21 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION MONITORING PROGRAMS; AND REGULATORY AGENCY PERMIT
REQUIREMENTS ......................................................................................... GC-5:21 5-1.19 PERMITS AND LICENSES .......................................................................... GC-5:21 5-1.20 WATER POLLUTION .................................................................................. GC-5:22
City of Roseville California RFQ#08-117 GC – vii
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 5-1.21 PROTECTION AND USE OF PROPERTY .................................................. GC-5:23 5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION ............... GC-5:24 5-1.23 INSURANCE COVERAGE .......................................................................... GC-5:26 5-1.24 OTHER INSURANCE PROVISIONS .......................................................... GC-5:31 5-1.25 THIRD PARTY BENEFICIARY .................................................................. GC-5:33 5-1.26 COORDINATION AND ACCESS ................................................................ GC-5:33 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO ACCEPTANCE ........ GC-5:34 5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT ................................................................................................. GC-5:35 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK ........................... GC-5:36 5-1.30 RESPONSIBILITY FOR UTILITIES ........................................................... GC-5:37 5-1.31 PROPERTY RIGHTS IN MATERIALS ....................................................... GC-5:39 5-1.32 COURT ORDERED DELAY ........................................................................ GC-5:39 5-1.33 NO PERSONAL LIABILITY ........................................................................ GC-5:39 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS ............................................... GC-5:40 5-1.35 ANTITRUST CLAIMS .................................................................................. GC-5:40 5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS ...................... GC-5:40 5-1.37 PAYMENT OF TAXES ................................................................................. GC-5:41 5-1.38 GRATUITIES AND CONFLICT OF INTEREST ......................................... GC-5:42 5-1.39 COOPERATION............................................................................................ GC-5:43 5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS ............................... GC-5:43 5-1.41 CONTRACTOR REGISTRATION ............................................................... GC-5:44 5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
City of Roseville California RFQ#08-117 GC – viii
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] RIGHTS-OF-WAY ........................................................................................ GC-5:45 SECTION 6: PROSECUTION AND PROGRESS .............................................................. GC-6:1 6-1.01 SUBLETTING AND SUBCONTRACTING .................................................. GC-6:1 6-1.02 ASSIGNMENT ................................................................................................ GC-6:2 6-1.03 BEGINNING OF WORK ................................................................................. GC-6:2 6-1.04 PROGRESS SCHEDULE. ............................................................................... GC-6:3 6-1.05 SCHEDULE OF VALUES .............................................................................. GC-6:9 6-1.06 CITY’S RIGHT TO STOP WORK .................................................................. GC-6:9 6-1.07 TIME OF COMPLETION ............................................................................. GC-6:11 6-1.08 LIQUIDATED DAMAGES ........................................................................... GC-6:12 6-1.09 DELAYS AND EXTENSIONS TO THE WORK ......................................... GC-6:13 6-1.10 TERMINATION ............................................................................................ GC-6:18 6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF CITY.. ....... GC-6:18 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE ............................... GC-6:21 SECTION 7: ACCEPTANCE AND PAYMENT ................................................................ GC-7:1 7-1.01 ACCEPTANCE................................................................................................ GC-7:1 7-1.02 SCOPE OF PAYMENT ................................................................................... GC-7:2 7-1.03 NOTICE OF POTENTIAL CLAIM ................................................................ GC-7:2 7-1.04 CLAIMS .......................................................................................................... GC-7:5 7-1.05 DISPUTE RESOLUTION PROCEDURE ....................................................... GC-7:6 7-1.06 STOP PAYMENT NOTICES ......................................................................... GC-7:7 7-1.07 PROGRESS PAYMENTS ............................................................................... GC-7:7 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND .................. GC-7:9
City of Roseville California RFQ#08-117 GC – ix
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 7-1.09 RETENTION ON PROGRESS PAYMENTS ............................................... GC-7:11 7-1.10 FINAL PAYMENT ....................................................................................... GC-7:12 7-1.11 CLERICAL ERRORS .................................................................................... GC-7:14 7-1.12 WARRANTY ................................................................................................. GC-7:14 7-1.13 WARRANTY OF TITLE .............................................................................. GC-7:16
City of Roseville California RFQ#08-117 GC – 1:1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 1
DEFINITIONS AND TERMS
1-1.01 GENERAL. When the following abbreviations and terms or pronouns in place of them appear in the Contract Documents, the intent and meaning shall be interpreted as provided in this Section 1.
1-1.02 ACCEPTANCE. Formal Acceptance by resolution by the Roseville City Council of the Contract when completed in all respects in accordance with the Contract Documents and any modifications previously approved.
1-1.03 ADDENDUM. Written interpretation or revision to any of the Contract Documents issued by the City before the bid opening.
1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS. As-Built Documents, As-Built Drawings and Record Documents are all contract documents modified to reflect changes during the construction phase. Specifically, As- Built Documents/Drawings are a revised set of drawings submitted by the Contractor upon Final Completion of a project. They reflect changes made in the Specifications and Working Drawings during the construction process, and show the exact dimensions, geometry, and location of all elements of the work completed under the Contract. Record Documents, on the other hand, are compiled by the Engineer or Architect based on the As-Built Documents/Drawings submitted by the Contractor. They reflect the Engineer or Architect’s concurring review of what changes were denoted, why they were made and where they occurred and create a record set of drawings.
1-1.05 ASSESSMENT. A cost imposed on the Contractor for non-compliance
City of Roseville California RFQ#08-117 GC – 1:2
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] with certain contractual requirements.
1-1.06 BENEFICIAL OCCUPANCY. The taking possession of a portion of the Work by the City for its use and/or occupancy on other than a temporary or emergency basis. 1-1.07 BID GUARANTY. The cashier’s, certified check, irrevocable standby letter of credit, deposit of securities, or Bidder’s Bond, accompanying the bid submitted by the Bidder, as a guaranty that the Bidder will enter into an agreement with the City for the performance of the Work, if the Agreement is awarded to Bidder, and the Bidder will submit the required Contract Bonds and Certificate of Insurance. Also referred to as the Bidder’s Security. 1-1.08 BIDDER. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, submitting a Proposal for the Work, acting directly, or through a duly authorized representative. 1-1.09 BIDDING DOCUMENTS. Includes the Notice to Bidders, Bidding Requirements, Contract Conditions, Drawings, and Addenda. 1-1.10 CHANGE ORDER. Any written order to the Contractor directing an addition, deletion, or modification of the Work, or an adjustment in the Contract Price or Contract Time provided in the Contract Documents and issued after the Agreement has been signed.
1-1.11 CITY. The City of Roseville.
1-1.12 CITY ATTORNEY. The City Attorney of the City.
1-1.13 CITY CLERK. The City Clerk of the City.
1-1.14 CLAIM. A separate demand by Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (a) a time extension, including, without limitation, for relief for damages or penalties for delay assessed by
City of Roseville California RFQ#08-117 GC – 1:3
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] the City; (b) payment by the City of money or damages arising from work done by, or on behalf of, Contractor pursuant to the Contract Documents and payment for which is not otherwise expressly provided or to which Contractor is not otherwise entitled; and (c) payment of an amount that is disputed by the City.
1-1.15 CONSTRUCTION SCHEDULE. A list or graphic display of construction activities required for completing the Work, in a format required by the Contract Documents. The duration, start and finish date, and sequence of significant activities, critical path, float and milestones must be indicated in the Construction Schedule. 1-1.16 CONTRACT OR AGREEMENT. The written agreement relating to the Work to be performed, the labor, materials, and equipment to be furnished, and the payment to be made therefor. The Agreement/Contract is part of and incorporates all of the Contract Documents.
1-1.17 CONTRACT CONDITIONS. Includes the General Conditions, Supplemental Conditions, and Specifications.
1-1.18 CONTRACT DOCUMENTS. Includes those documents that form the basis of the Contract, including but not limited to, Bidding Documents, the Bid or Proposal, Contract Bonds, the Contract, all required insurance certificates or endorsements, all bonds, all required certifications or statements, Change Orders, any Contract Amendment, any City Standard which is incorporated by reference and these City of Roseville General Conditions for Buildings and Grounds.
1-1.19 CONTRACT DRAWINGS. The official drawings including plans, elevations, sections, detail drawings, diagrams, plated, General Notes, information and schedules thereon, or exact reproductions thereof, showing the location, character, dimension, and details
City of Roseville California RFQ#08-117 GC – 1:4
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] of the Work. The Contract Drawings include any drawings or plates bound within the Supplemental Conditions.
1-1.20 CONTRACT PRICE. The total compensation to be paid to the Contractor in accordance with the terms of the Agreement. 1-1.21 CONTRACT TIME. The number of Days, or portion thereof, allowed for completion of the Work, including all authorized time extensions. The effective date for commencement of the Work specified in the Notice to Proceed shall define the beginning of the Contract Time.
1-1.22 CONTRACTOR. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, who has entered into the Agreement with City.
1-1.23 DAY OR DAYS. Unless otherwise designated, Day or Days as used in the Contract Documents will be understood to mean calendar Day or Days. 1-1.24 DEPARTMENT. The Department for Contract Administration, as identified in the Supplemental Conditions.
1-1.25 DIRECT COSTS. Those cost items (including labor, materials, equipment and any subcontractor’s work) that are used in the actual performance of, and are specifically and uniquely attributable to the Work or changed Work. Direct Costs do not include Overhead. Direct Costs only include the following:
A. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include salaries and
City of Roseville California RFQ#08-117 GC – 1:5
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits, sick leave, vacation and holiday pay applicable thereto. Such employees may include superintendents and foremen at the site. The expenses of performing work after regular working hours, on Saturday, Sunday or legal holidays shall be included in the above only to the extent authorized by City in writing.
B. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and suppliers' field services required in connection therewith. All trade discounts, rebates and refunds and all returns from sale of surplus materials and equipment shall accrue to City, and Contractor shall make provisions so that they may be obtained.
C. Payments made by Contractor to the subcontractors for work performed by subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to Contractor and shall deliver such bids to City who will then determine which bids will be accepted. If a subcontract provides that the subcontractor is to be paid on the basis of cost of the work plus a fee, the subcontractor's cost of the work shall be determined in the same manner as Contractor's cost of the work. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable.
D. Costs of special consultants (including engineers, architects, testing laboratories, surveyors, and accountants) employed for services specifically, and only, related to the Work.
E. Supplemental costs including the following:
1. The proportion of necessary transportation, travel and subsistence
City of Roseville California RFQ#08-117 GC – 1:6
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] expenses of Contractor's employees incurred in discharge of duties connected with the Work.
2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value of such items used but not consumed which remain the property of Contractor.
3. Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work.
4. Sales, consumer, use or similar taxes related to the Work, and for which Contractor is liable, imposed by laws and regulations.
5. The cost of utilities (including the meter and all associated installation costs), fuel and sanitary facilities at the site.
6. Cost of premiums for additional bonds and insurance required because of changes in the Work.
1-1-26 DIRECTOR. Director of the Department for Contract Administration or his or her designee.
1-1.27 EMERGENCY. Any sudden generally unforeseen occurrence (such as a fire, flood, storm, earthquake, civil disorder, or other natural and/or man-made disaster) that has the potential to adversely affect the safety of life, the Work, and/or adjacent property; to interrupt contracts essential to the performance of the Work; and/or to cause catastrophic failure of City
City of Roseville California RFQ#08-117 GC – 1:7
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] equipment and/or facilities.
1-1.28 ENGINEER OR ARCHITECT. Professional Engineer or Architect designated for a particular project responsible for signing and sealing the permit drawings, interpretation of the drawings where ambiguities exist, review of requests for information, design Change requests and Shop Drawings, resolution of errors and omissions, and finalization of Record Documents.
1-1.29 FINAL COMPLETION. When the project has been completed according to the terms and conditions set forth in the Contract Documents. Final Completion is not the same as Acceptance.
1-1.30 FORCE ACCOUNT. Payment by force account shall mean payment on the basis of the Contractor’s time and materials.
1-1.31 GENERAL NOTES. The written instructions, provisions, conditions or other requirements appearing on the Contract Drawings and so identified thereon, which pertain to the performance of the Work.
1-1.32 INSTALLATION, INSTALL. Completely assembling, erecting, and/or connecting materials, parts, components, supplies, and related equipment specified or required for the completion of the Work.
1-1.33 LABORATORY. Established professional laboratories authorized by the City to test materials and Work involved in the Contract. 1-1.34 LEGAL HOLIDAYS. Those days designated as Federal holidays or declared by the City, or otherwise specified in the Contract Documents. 1-1.35 LIQUIDATED DAMAGES. The amount prescribed in the Contract Documents to be paid to the City or to be deducted from any payments due or to become due the
City of Roseville California RFQ#08-117 GC – 1:8
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Supplemental Conditions. 1-1.36 NOTICE OF COMPLETION. A legal notice filed by the City with the Placer County Recorder’s Office stating that construction has been completed and accepted by the City.
1-1.37 NOTICE TO PROCEED. A written notice given by the City to the Contractor fixing the date on which the Contract Time will commence to run. 1-1.38 NOTICE OF TERMINATION. Written notice from the City to the Contractor and/or its Surety terminating the Agreement, or a portion thereof, either for convenience of the City or for default due to the Contractor’s failure to perform its contractual obligations.
1-1.39 OVERHEAD. Business or administrative expenses (including but not limited to office expenses, administrative staff, rent, insurance, utilities) not chargeable to a particular part of the Work. The term “Overhead” shall include all of the following:
A. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor whether at the Work Site or in Contractor's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications, all of which are to be considered administrative costs covered by the Contractor's fee.
B. Expenses of Contractor's principal and branch offices other than Contractor's office at the site.
City of Roseville California RFQ#08-117 GC – 1:9
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] C. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments.
D. Cost of premiums for all bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same, except as provided in section 1-1.25.
E. Other overhead or general expense costs of any kind. 1-1.40 PREMISES. Shall mean the area within construction easements, easements, rights of entry and City owned property which surrounds the Work Site, limited by the property lines thereof. In some cases Premises may coincide with the Work Site. 1-1.41 PROFESSIONAL ENGINEER. An engineer licensed by the Board of Registration for Professional Engineers, State of California. 1-1.42 PROJECT MANUAL. A book containing all Contract Documents. 1-1.43 PROPOSAL FORMS. The approved forms upon which the City requires that each Bidder submit its bid with regard to the Agreement. 1-1.44 REQUEST FOR INFORMATION (RFI). A document issued by the Contractor requesting information concerning the Contract Documents. 1-1.45 SAFETY. Includes the practice of identifying potential hazards, assessing their risk, taking corrective action where possible, including and providing control measures such as engineering design, written procedures, and the personal protective equipment for workers in order to eliminate or reduce the risk for exposure in the workplace. 1-1.46 SCHEDULE OF VALUES. The breakdown of the Contract Price that will serve as the basis for Contractor’s Applications of Payment. Any lump sum bid item
City of Roseville California RFQ#08-117 GC – 1:10
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] included within the Contract Price will be apportioned among values relating to specific components of the Work covered by said lump sum.
1-1.47 SHOP DRAWINGS. Drawings, plans, diagrams, schedules, and other data specifically prepared and submitted to the City by the Contractor, showing in detail: (a) the proposed fabrication and assembly of a special component of the Work; and (b) the Installation (form, fit and attachment details) of a special component of the Work. Shop Drawings shall be deemed to include Working Drawings, Product Data, literature, and applicable performance and test data.
1-1.48 SPECIFICATIONS. The technical Specifications for the Work prepared by the Director or an Engineer or Architect describing in detail the nature of the Work, its components, any performance standards, and how the Work is to be constructed. 1-1.49 SUBCONTRACTOR. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, engaged by the Contractor to furnish services, labor, equipment and materials for a portion of the Work.
1-1.50 SUBMITTALS. Those documents required to be submitted by the Contractor for review by the City in accordance with the Contract Documents. 1-1.51 SUPPLEMENTAL CONDITIONS. The Supplemental Conditions are specific clauses modifying or supplementing these General Conditions. 1-1.52 SUPPLIER. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, that supplies a tangible product as a portion of the Work, with services usually limited to delivery and/or required testing, and with manufacturing, fabrication, or production facilities located off
City of Roseville California RFQ#08-117 GC – 1:11
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] the Work Site.
1-1.53 WORK. The furnishing of all labor, and the furnishing and Installing of all materials, articles, supplies and equipment as specified, designated, or required by the Contract Documents.
1-1.54 WORK SITE. All or portion of the Premises that the Work is limited to as shown on the Contract Drawings or designated by the Director. Public streets are not included unless Work is being done within the street right-of-way. 1-1.55 WORKING DRAWINGS. Original drawings prepared by the Contractor and/or its Subcontractors or Suppliers, of any tier, illustrating Work required for construction that will not become an integral part of the completed Work. This includes, but is not limited to, drawings for temporary structures such as decking, bulkheads, excavation supports, utility support, groundwater control, forming, falsework, access roads, staging areas, staging plans, and diversion plans. A Working Drawing is one type of a Shop Drawing.
City of Roseville California RFQ#08-117 GC – 2:1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 2
CONTROL AND SCOPE OF THE WORK
2-1.01 AUTHORITY OF DIRECTOR. The Contract shall be performed in a manner satisfactory to the Director who shall decide all questions which may arise as to the quality or acceptability of materials furnished and Work performed and as to the manner of performance and rate of progress of the Work; all questions which may arise as to the interpretation of the Contract Documents; all questions as to the acceptable fulfillment of the Contract on the part of the Contractor; and all questions as to compensation. The Director shall have authority to enforce and make effective such decisions and orders in the event the Contractor fails to promptly carry out the same.
2-1.02 INTENT OF CONTRACT DOCUMENTS. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all. The intent of the Contract Documents is to describe the details for the construction and completion of the Work. Where the Contract Documents describe portions of the Work in general terms, but not in complete detail, it is understood that only the best general practice shall be followed and that only materials and workmanship of the best quality are to be used. Any Work, materials, or equipment that are customarily provided, or that are reasonably inferable from the Contract Documents as being required to produce the intended result, shall be supplied, whether or not specifically called for. When words, which have a well-known technical or trade meaning are used to describe work, materials, or equipment, such words shall be interpreted in accordance with that meaning. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals, and do all the Work involved in executing the Contract in a
City of Roseville California RFQ#08-117 GC – 2:2
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] satisfactory and workmanlike manner.
Reference to standard specifications, manuals or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, laws, or regulations in effect on the first published date of the Notice to Contractors, except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of City or Contractor, or any of their consultants, agents, or employees from those set forth in the Contract Documents, nor shall it be effective to assign to City, or City’s designated representative, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to other provisions of the Contract Documents.
The Contract Documents are divided into parts, divisions, sections and articles for convenience, organization and reference. Generally, there has been no attempt to divide the Specifications sections into work performed by the various building trades, work by separate Subcontractors, or work required for separate facilities in the project. 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS. The Contractor shall thoroughly examine and become familiar with all of the various parts of the Contract Documents and shall determine the nature and location of the Work, the general and local conditions (including applicable laws) and all other matters which can in any way affect the cost, progress or performance of the Work under this Agreement. Failure to make an examination necessary for this determination shall not release the Contractor from the obligations of the Agreement. No oral agreement or conversation with any officer, or employee
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] of the City, or with the City’s designated representative either before or after the execution of the Agreement, shall affect or modify any of the terms or obligations contained in the Contract Documents.
2-1.04 CONTRACT DRAWINGS. The Contract Drawings consist of general drawings and show such plans, elevations, sections, details and schedules as are necessary to give a graphic and pictorial description of the contemplated construction. All authorized alterations affecting the requirements and information given on the Contract Drawings shall be in writing.
2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS. All Contract Documents are essential parts of the Contract, and a requirement occurring in one is as binding as though occurring in all. They are intended to be complementary, and to describe and provide for a complete Work.
In the event of inconsistencies between requirements contained in different components of the Contract Documents, the precedence of the Contract Documents shall be as follows to resolve conflicts:
1. Change Orders
2. The Contract (including Addenda)
3. The Supplemental Conditions
4. Specifications
5. Contract Drawings
6. The General Conditions
Should it appear that the Work to be done or any of the matters relative thereto are not sufficiently detailed or explained in the Contract Documents, the Contractor shall submit a
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Request for Information (“RFI”) to the Director for such further explanations as may be necessary and shall conform to the written explanation given as if part of the Contract Documents. The decisions of the Director shall be final.
Contractor shall anticipate that it will be necessary to prepare and submit RFIs regarding the Contract Documents. The City will respond to each RFI by no later than fourteen (14) Days after receipt of the RFI, unless the RFI is of significant complexity. Furthermore, in the event that there are numerous RFIs pending, Contractor shall cooperate with the City in establishing a priority for responding to the RFIs, and potentially some RFIs may be responded to beyond the fourteen (14) Day period.
Each RFI prepared by Contractor shall be full and complete. Contractor shall prepare RFIs so as to not cause any delay to the progress of the Work and to not cause any impact to Contractor’s labor productivity in the field. Contractor shall not assert any Claims for delay or interference against the City if Contractor fails to timely submit any RFI to the City, after consideration of the response period allowed for by the City.
The response to an RFI shall not, by itself, constitute a writing that authorizes Contractor to perform any Work that causes an adjustment to either the Contract Price or the Contract Time.
If Contractor believes that any response to any RFI should constitute a compensable change, Contractor shall provide a Notice of Potential Claim as provided in Section 7-1.03, below.
Contractor’s failure to provide the required written notice shall constitute a waiver of the Contractor’s right to seek a compensable change based on the RFI response.
The Contractor shall examine all Contract Documents; shall verify all figures in the Contract Documents before laying out the Work; shall promptly notify the City of all errors, inconsistencies, and/or omissions that it discovers; and, in instances where such non-
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] conformities are discovered, shall obtain specific instructions in writing from the City before proceeding with the Work. Contractor’s performance of any Work affected by such non- conformities prior to the City’s decision shall be at the Contractor's risk. Any Work that is customarily provided or that is reasonably inferable shall not relieve the Contractor from performing such work at no additional expense and/or delay, and such Work shall be performed as if fully set forth in the Contract Documents.
2-1.06 INDEPENDENT CONTRACTOR STATUS. The Contractor shall independently perform all Work required by the Contract Documents and shall not be considered as an agent or employee of the City, nor shall the Contractor’s Subcontractors or employees be considered as subagents of the City.
The Contractor and Contractor’s Subcontractors shall be licensed in accordance with the laws of the State of California and as more particularly described in the bidding documents or elsewhere in the Contract Documents.
2-1.07 ORDER OF WORK. When required by the Contract Documents, the Contractor shall follow the sequence of operations set forth therein. Full compensation for conforming to such requirements will be considered as included in the prices paid for the various Contract items of work, and no additional compensation will be allowed therefor. 2-1.08 SUBMITTALS. It shall be the Contractor's responsibility to timely submit, so as to cause no delay in the Work, all Shop Drawings, descriptive data, manuals, instructions, affidavits, samples for the various trades as required by the Supplemental Conditions and Specifications, and offers of alternatives, if any. Such Submittals shall be checked and coordinated by the Contractor with the Work of other trades involved before they are submitted to the Director for examination.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The Contractor shall deliver at least one (1) electronic copy of the Submittals to the Director, and one (1) hard copy if requested. Work requiring the submittal of working drawings, descriptive data or samples shall not begin prior to approval of said Submittal by the Director.
The time allowed for review of each Submittal will be as indicated in the Supplemental Conditions. Review time will start upon receipt of the Submittal by the Director and will end upon the Director's mailing of the Submittals to the Contractor. Defective, incomplete or partial Submittals will be returned to the Contractor unreviewed.
Submittals shall be made by a letter of transmittal that shall contain a list of all matter submitted and identification of all variations from the Contract Documents contained in the Submittal. The letter and all items accompanying the same shall be fully identified as to project name and location, Contractor's name, district, county, and Contract number, with ample cross- references to the Contract Documents, to facilitate identification of items and their location in the Work.
All Shop Drawings and supporting data, catalogs, schedules, shall be submitted as the instruments of the Contractor, who shall be responsible for their accuracy and completeness.
These Submittals may be prepared by the Contractor, Subcontractors, or Suppliers, but the Contractor shall ascertain that Submittals meet all of the requirements of the Contract Documents, while conforming to structural, space, and access conditions at the point of Installation. The Contractor shall check all Submittals before submitting them to the Director. 2-1.08A SHOP DRAWINGS. The Contractor shall submit an electronic copy (searchable PDF) of all Shop Drawings required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. Shop Drawings shall also be provided separately in AutoCAD format using the latest version of AutoCAD. An electronic
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] copy will be returned to the Contractor either approved for use, as demonstrated by a stamp, or returned for correction and resubmittal. Materials, colors and/or samples will not be returned to the Contractor. Shop Drawings include any drawing, which requires execution by a draftsman as distinguished from printed matter. The size of Shop Drawings shall not exceed twenty-four inches (24”) by thirty-six inches (36”).
2-1.08B DESCRIPTIVE DATA. The Contractor shall submit an electronic copy (searchable PDF) of each set of manufacturer's brochures or other data required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. The City will examine such Submittals and return either an electronic copy or a hard copy approved for use or returned for correction and resubmittal. 2-1.08C SAMPLES. The Contractor shall submit samples of articles, materials or equipment as required by the Supplemental Conditions or Specifications. The Work shall be in accordance with the approved samples. Samples shall be removed from City property when directed or may be incorporated in the Work if approved by the Director. Samples not removed by the Contractor will become the property of the City or, at the City's option, will be removed or disposed of by the City at the Contractor's expense. 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT.
A. Manuals and Instructions. Where operation and maintenance manuals are required by the Supplemental Conditions, the Contractor shall submit two (2) sets of manuals, suitably bound, along with two (2) electronic copies in an approved format, to the Director within forty-five (45) Days after favorable review of the equipment or facilities. If operation and maintenance manuals are approved to be provided in PDF format, text shall be provided in searchable PDF format, making proper use of PDF for headings and heading levels,
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] paragraphs, tables, and lists. Submitted operation and maintenance manuals shall be a collected, organized, and indexed set of bookmarked PDF documents comprising each operation and maintenance manual that corresponds to a hardcopy binder. All manuals shall be marked to indicate the specific equipment furnished for this project and shall include at a minimum:
1. Equipment summary form
2. Cover/Title page
3. Table of contents
4. Operating procedures including start-up, shutdown, normal operation, all operating modes, emergency shutdown, and safety precautions
5. Lubrication instructions (if required)
6. Preventative maintenance procedures
7. Troubleshooting and corrective maintenance procedures
8. Reinstallation instructions
9. Overhaul instructions (if applicable)
10. Parts identification list with exploded view and associated cross references
11. Recommended spare parts list
12. Operator safety requirements
13. Electrical and control system wiring drawings, including panel wiring control (ladder) diagrams, logic diagrams, loop diagrams, and interconnection diagrams
14. Panel layout and assembly drawings
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
15. Mechanical drawings
16. Printouts of all software programs and configuration files
17. Factory and field test procedures and results
Operation and maintenance manuals for complex equipment shall also include:
18. Alternate specified operating modes
19. Emergency shutdown instructions
20. Normal shutdown instructions
21. Long term shutdown instructions
Operation and maintenance manuals for systems comprised of separate pieces of equipment shall include a system explanation of items 4, 7, 18, 19, 20, and 21 as well as the instructions for the separate pieces of equipment.
B. Affidavits. Where required in the Supplemental Conditions or Specifications, manufacturers of equipment shall provide field service as a part of this project.
Equipment shall not be considered ready for full time operation until after the authorized factory- trained and qualified manufacturer's representative for the specific equipment has checked and adjusted the equipment and certified by written affidavit that the equipment has been properly Installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation.
Acceptable affidavits shall be submitted prior to completion of the Work. Affidavits shall contain the following specific wording:
“The (Name of Equipment) has been properly installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation. The installation has been inspected and has been found to be in conformance with our (the manufacturer's) standards and requirements.”
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] No amplification, dilution, or modification of this specific wording will be permitted. 2-1.08E ALTERNATIVES. For convenience in designation in the Contract Documents, certain materials, articles, or equipment may be designated by a brand or a trade name or the name of the manufacturer together with catalog designation or other identifying information, hereinafter referred to generically as “designated by brand name.” Except in those instances where the product is designated to match others in use in a particular improvement, either completed or in the course of completion, an alternative material, article, or equipment which is of equal quality and of the required characteristics for the purpose intended may be proposed for use provided the Contractor complies with the following requirements:
A. The Contractor shall submit its proposal for an alternative in writing. Such request shall be made in ample time to permit review and approval without delaying the Work. The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price based on any Contractor-proposed substitution.
B. No such proposal will be considered unless accompanied by complete information and descriptive data, necessary to determine the equality of the offered materials. The Contractor shall satisfy the Director as to the comparative quality, suitability, or performance of the offered material, articles, or equipment. In the event that the Director rejects the use of such alternative materials, articles, or equipment, then one of the particular products designated by brand name shall be furnished.
C. The burden of proof as to the quality and suitability of alternatives shall be upon the Contractor and it shall furnish all information necessary as required by the Director. The Director shall be the sole judge as to the quality and suitability of alternative articles or materials and such decisions shall be final. Where use of an alternative material
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] involves redesign of, or changes to, other parts of the Work, the cost and time required to effect such redesign or changes will be considered in evaluating the suitability of the alternative material. Cost of redesign by the City will be borne by the Contractor.
D. Whenever classification, rating or other certification by a body such as Underwriters Laboratories (UL) or the National Electrical Manufacturers Association (NEMA) is a part of the specification for any material, Contractor’s request for use of alternative articles or materials shall be accompanied by reports from the listed or equivalent independent testing Laboratory indicating compliance with the Contract Documents. The cost of all testing required to prove equality of the material proposed shall be borne by the Contractor. Approval of an alternative shall be only for the characteristics or use named in such approval, and shall not be used to change or modify any requirement of the Contract Documents.
E. At its election, the City reserves the right to consider any Contractor proposed substitution as a Cost Reduction Proposal under Section 3-1.07 of these General Conditions in the event that there is a significant savings resulting from the substitution.
The Director will examine, with reasonable promptness, such Submittals, and return of Submittals to the Contractor shall not relieve the Contractor from responsibility for deviations and alternatives from the Contract Documents, nor shall it relieve the Contractor from responsibility for errors in the Submittals. A failure by the Contractor to identify in its letter of transmittal material deviations from the Contract Documents shall void the Submittal and any action taken thereon by the Director. When specifically requested by the Director, the Contractor shall resubmit such Shop Drawings, descriptive data and samples as may be required.
If any mechanical, electrical, structural, or other changes are required for the proper Installation and fit of alternative materials, articles, or equipment, or because of deviations from
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] the Contract, such changes shall not be made without the approval of the Director and shall be made without additional cost to the City.
2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE. Unless otherwise stated elsewhere in the Contract Documents, the Contractor shall, at its own cost and expense, make its own arrangements for disposing of materials outside the Work Site.
Except when material is to be disposed of at a landfill or recycling center, when any material is to be disposed of outside the Work Site, the Contractor shall first obtain written permission from the City to dispose of the material at the intended location. The City’s approval will be contingent upon the Contractor obtaining a written permit from the property owner on whose property the disposal is to be made. Prior to the disposal of any material at the intended location, the Contractor shall submit such permit or a certified copy thereof to the City, together with a written release from the property owner absolving the City from any and all responsibility related to the disposal of material on said property.
Disposal of Hazardous Materials must be done in accordance with all laws and regulations. Copies of all required regulatory documentation including copies of final manifests shall be supplied to the City.
2-1.10 ACCESS TO THE WORK. The Contractor shall satisfy itself that the jurisdictions through which its operations and haul routes pass will permit such operations with respect to the type of vehicle, laden weights, frequency and dimensions of loads, hours of operation and required traffic control. All necessary permits, licenses or bonds shall be obtained and paid for by the Contractor.
2-1.11 TEMPORARY UTILITIES. The Contractor shall make its own arrangements with utility companies for any temporary services it may require in performance of
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] the Work and shall pay all costs of these services directly to these utility organizations. 2-1.12 UTILITY FACILITIES. The Contractor shall protect from damage those utility facilities that are to remain in place, be Installed, relocated or otherwise arranged.
The Contractor’s attention is directed to the possible existence of facilities not shown, and of facilities in a location different from that, which is indicated. The Contractor shall take steps to ascertain the exact location of all facilities prior to doing any Work, which may damage such facilities or interfere with their service. Where the location of a facility is indicated or inferred from the presence of visible facilities such as buildings, meters, and junction boxes, the Contractor shall make such excavations and explorations as are necessary to ascertain the correct location. Unless provided for elsewhere in the Contract Documents, the cost of such excavations and explorations will be considered as a part of the cost of other items of Work and no additional payment will be made. Such excavations and exploratory Work shall not entitle the Contractor to an extension of time.
If the Contractor discovers underground facilities not indicated or inferred from the Contract Documents, the Contractor shall immediately give the Director written notification of the existence of those facilities. The Contractor shall determine the exact location of the underground facilities and the cost of the work will be paid for in accordance with the Contract Documents. The underground facilities shall be protected from damage as directed by the Director and the cost of that work will be paid for as extra work. The Contractor shall, if directed by the Director, repair any damage, which may occur to the underground facilities. The cost of that repair work, not due to the failure of the Contractor to exercise reasonable care, will be paid for as extra work. Damage due to the Contractor’s failure to exercise reasonable care shall be repaired at the Contractor’s cost and expense.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Where it is determined by the City that the rearrangement of an underground facility, the existence of which is not shown on the Contract Drawings, is essential in order to accommodate the Work, the City will provide for the rearrangement of such facility by other forces or, when so ordered by Change Order, such rearrangement shall be performed by the Contractor and will be paid for as provided under a Change Order.
The Contractor shall be responsible for the maintenance of all utility facilities placed by the Contractor in temporary locations, and all utilities within the construction area not required to be relocated but which are required to be shored or supported during the construction period.
The cost of such maintenance shall be borne by the Contractor, and no other compensation shall be due the Contractor for this Work.
The cost of providing and maintaining all necessary or required temporary structures, of making any necessary repairs, replacements, or similar operations, or furnishing indemnity or other bonds, if required, and all costs required by this Section shall be paid by the Contractor and shall be included in the prices bid in the schedule for other items of work. 2-1.13 PRESERVATION AND CLEANING. The Contractor shall clean up the Work at frequent intervals and at other times when directed by the Director. While finish Work is being accomplished, floors, Work areas and finished areas shall be kept clean, free of dust, construction debris and trash. Upon completion of the Work, the Contractor shall remove from the Premises its construction equipment and any waste materials not previously disposed of, leaving the Premises thoroughly clean and ready for final inspection. 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES. The Contractor shall limit its construction operations to the Work Site unless otherwise shown on the Contract Drawings or specified. The Contractor shall perform no operation of any nature over or on the
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Premises except such operations as are authorized by the Contract Documents or as authorized by the Director.
2-1.15 DUST CONTROL. During the performance of all Work under this Contract, the Contractor shall assume all responsibility for dust control and shall furnish all labor, equipment, and means required to carry out proper and efficient measures wherever and whenever dust control is necessary to prevent the operations from producing dust damage and nuisance to persons and property. Any claims resulting from dust damage or nuisance shall be borne solely by the Contractor. The Contractor shall comply with all applicable Air Quality Act requirements.
2-1.16 SANITATION. The Contractor shall provide sanitary facilities for all persons working on the Work.
2-1.17 NIGHT WORK AND NORMAL WORKING HOURS. Normal
working hours at the construction site shall be between the hours of 7:00 a.m. and 7:00 p.m.
Monday through Friday. Legal holidays are excluded. Certain utility connections and street operations are anticipated to require night Work by the Contractor during low usage periods.
The Contractor may also be required to prosecute the Work at night if, at any time, the Director shall deem it necessary for the progress of the Work, or if emergencies arise. The Contractor shall promptly comply with any such requirements made in writing by the Director. The Contractor will also be permitted to Work at night if Contractor satisfies the Director of the need therefor, in order to maintain the required progress or protect the Work from the elements.
Certain activities are required to be performed at night for nominal progress of the Work and/or are specified to be performed at night by other portions of the Supplemental Conditions. When required, ordered, or permitted to Work at night, the Contractor shall provide sufficient and
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] satisfactory lighting and other facilities therefor. The Contractor shall receive no extra payment for night Work, if specified or if required to be performed during the normal progress of the Work, but compensation shall be considered as having been included in the price stipulated for the Work.
If Contractor performs work during weekends, holidays or any non-normal work hours, Contractor shall pay for required City Inspectors.
2-1.18 LINES AND GRADES. Unless otherwise provided in the Supplemental Conditions, the Contractor shall lay out all Work, including structures and pipelines, and shall be responsible for any errors resulting therefrom. In all questions arising as to proper location of lines and grades, the Director's decision will be final.
As part of the bid price for the construction of the improvements, the Contractor shall provide and be responsible for the layout of all Work on this project. The Contractor shall provide all necessary surveys, field staking, and positioning for the construction of all components at the proper alignment, elevations, grades, and positions, as indicated on the Contract Drawings and as required for the proper operation and function. The Contractor shall stake its Work area limits. Contractor shall perform all construction staking using a land surveyor licensed in the State of California. Contractor shall provide a staking plan prior to commencement of Work for the City’s review and maintain monuments, stakes, and marks, and shall update the plan as necessary. Director, or Director’s designated representative, may verify the field condition. Errors or inconsistencies in the Contract Documents discovered by the Contractor shall be reported to the Director within twenty-four (24) hours and prior to constructive forms or related improvements. Any work Installed with this requirement shall be subject to removal and replacement at the Contractor’s expense.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The Contractor's lay-out shall be based on existing structures, property lines, survey control, and bench marks established by the City. All structures and pipeline connections shall be Installed based on actual elevation of existing structures to which connections are made.
The Contractor shall supply such labor as required, at no extra charge, to aid and assist the Director in checking location and grades of the Work as set by the Contractor if the Director desires to perform this checking. This shall include moving materials and equipment located between monuments and the construction Work.
2-1.19 ARCHEOLOGICAL DISCOVERIES. Upon discovery of prehistoric or historic artifacts, or other indicators or examples of cultural resources discovered during the course of site preparation, grading, excavation, construction or other development activities, all operations within fifty feet (50’) of the find shall cease until such time as the City provides the services of a qualified archeologist to evaluate the finds and recommend appropriate action.
Prehistoric materials can include flaked stone tools (e.g., projectile points, knives and choppers) or tool making debris of obsidian, chert, quartzite and other materials, culturally darkened soil (i.e., midden, which often contains heat affected rock, ash and charcoal, shellfish remains, and cultural materials), and stone milling equipment such as mortars, pestles and hand stones. Historic material may include wood, stone, concrete or adobe footings, walls and other structural remains; debris filled wells or privies; and deposits of wood, metal, glass, ceramics and other refuse.
2-1.20 PRESERVATION OF MONUMENTS. Any monuments or bench marks disturbed by construction operations shall be repaired per the City’s standard and promptly re-established by a registered land surveyor or civil engineer. A plat for each monument shall be furnished to the Director after the plat has been recorded with the Placer
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] County Recorder's Office at no additional cost to the City. The recorded plat shall serve as a record of the re-establishment of said existing survey points. 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS. Work and
materials shall conform to the lines, grades, cross sections, dimensions and material requirements, including tolerances, required by the Contract Documents. Although measurement, sampling and testing may be considered evidence as to such conformity, the City shall be the sole judge as to whether the Work or materials deviate from the Contract Documents. At its option, the City may elect to accept deviations from the Contract Documents with appropriate backcharge Assessments against the Contractor, and, if such an election is made, the City will provide written notice to the Contractor of such acceptance. 2-1.22 FINAL CLEANUP. Prior to final Acceptance of the Work, the Contractor shall thoroughly clean the Premises, remove all temporary structures built by or for the Contractor, and remove all equipment and surplus construction material and debris from the area. The entire project, before Acceptance by the City, shall be left in a neat and clean condition. All Work areas and temporary construction areas shall be returned to essentially the same conditions existing before the commencing of project construction. 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS. The Contractor shall maintain one set of the full size prints furnished by the City and mark thereon in color any deviations from plan dimensions, elevations, or orientations. Also, the Contractor shall locate on said prints, all underground facilities, such as piping, conduits and tanks by accurate field measurement from structure walls, corners, etc. The Contractor shall submit the prints and an electronic CD (searchable PDF or source file format such as AutoCAD) in good condition to the Director upon completion of the job as a condition of Acceptance of the project. Marked prints
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] shall be updated at least once each week and shall be available to the Director for review as to currency prior to developing partial payment estimates. After the completion of testing, but prior to Acceptance, the Contractor shall submit As-Built electrical drawings in color and an electronic CD showing all components and their wiring, and as specified in the Supplemental Conditions. 2-1.24 SUPERINTENDENCE. The Contractor shall supervise and direct the Work, which shall be performed in accordance with the requirements of the Contract Documents. The Contractor shall be solely responsible for implementation of all construction means, methods, techniques, sequences, and procedures and for coordination of all portions of the Work under the Agreement. The Contractor shall be solely responsible for the safety of its employees, Subcontractors of any tier, Suppliers, visitors to the Contractor, and other third parties associated with the Contractor.
The Contractor shall designate in writing before starting Work, an authorized representative who shall have the authority to represent and act for the Contractor.
When the Contractor is comprised of two (2) or more persons, firms, partnerships, or corporations functioning on a joint venture basis, said Contractor shall designate in writing before starting Work, the name of one authorized representative who shall have the authority to represent and act for the Contractor. Instances of misconduct, contract non-compliance, unsatisfactory performance, or incompetence by these personnel shall be grounds for the City to direct Contractor to dismiss them from the Project. Contractor shall immediately comply with the City’s request for dismissal, at no cost to the City, and shall designate a replacement, which shall be subject to approval by the City.
Said authorized representative shall be present at the site of the Work at all times while Work is actually in progress on the Contract. When Work is not in progress and during periods
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] when Work is suspended, arrangements acceptable to the Director shall be made for any Emergency Work that may be required.
Whenever the Contractor or its authorized representative is not present on any particular part of the Work where it may be desired to give direction, orders will be given by the Director, which shall be received and obeyed by the superintendent or foremen who may have charge of the particular Work in reference to which the orders are given.
Any order given by the Director, not otherwise required by the Supplemental Conditions to be in writing, will on request of the Contractor, be given or confirmed by the Director in writing.
2-1.25 CHARACTER OF WORKER. If any Subcontractor or person employed by the Contractor shall appear to the Director to be incompetent or to act in a disorderly or improper manner, he or she shall be removed immediately on the requisition of the Director, and such person shall not again be employed on the Work. 2-1.26 INSPECTION. The Contractor shall at all times permit the Director to inspect the Work or any part thereof. The Contractor shall maintain proper facilities and provide safe access for such inspection by the Director to all parts of the Work, and to the shops where the Work is in preparation. Work shall not be covered up until authorized by the Director and the Contractor shall be solely responsible for notifying the Director where and when such Work is in readiness for inspection and testing. Should any such Work be covered without authorization, it shall, if so ordered, be uncovered at the Contractor's expense.
Unless otherwise designated as normal working hours, whenever the Contractor intends to perform Work on Saturday, Sunday, or a Legal Holiday, the Contractor shall give notice to the Director of such intention forty-eight (48) hours prior to performing such Work, or such longer
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] period as may be specified so that the Director may make necessary arrangements.
The observation and/or approval of the workmanship or materials by the City shall not relieve the Contractor of any obligations to fulfill the requirements of the Contract Documents.
Workmanship and materials not meeting such requirements shall be corrected and unsuitable Work or material may be rejected, notwithstanding that such Work or materials have been previously observed and/or approved by the City, or payment therefor has been included in a progress estimate.
The City may order re-examination of questioned Work at any time before final Acceptance. If so ordered, the Contractor shall uncover the Work. If such work is found to be in accordance with the Contract Documents, the City will pay for the cost of uncovering, removing, recovering and replacing the parts removed; but if such Work so exposed or examined is not in accordance with the Contract Documents, the uncovering, removal, recovering and replacement shall be at the Contractor’s expense. Work that has been covered prior to observation by the City does not qualify as re-examined work; the City may order such work uncovered for observation without payment of any costs.
2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK. All Work which has been rejected shall be remedied, or removed and replaced by the Contractor in a manner acceptable to the Director and no compensation will be allowed the Contractor for such removal, replacement, or remedial Work.
Any Work done beyond the lines shown on the Contract Drawings or established by the Director, or any Work done without written authority will be considered as unauthorized Work and will not be paid for. Upon order of the Director, unauthorized Work shall be remedied, removed, or replaced at the Contractor's expense.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Upon failure of the Contractor to comply promptly with any order of the Director made under this section, the Director may cause rejected or unauthorized Work to be remedied, removed, or replaced, and the costs thereof will be deducted from any moneys due or to become due the Contractor.
City of Roseville California RFQ#08-117 GC – 3:1
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 3
CHANGES IN THE WORK
3-1.01 CHANGES. The Director, without invalidating this Agreement and without notice to Contractor’s surety, may order changes in the Work, consisting of additions or deletions, or other revisions. The Contract Price and the Contract Time shall be adjusted accordingly. All such changes in the Work, including in the Contract Price and the Contract Time, shall be authorized only by Contract Change Order, signed by the Director.
If Contractor claims that performance of any work entitles it to additional compensation or to an extension of time for performance of the Work, Contractor shall provide written notice to the City of any such claim prior to undertaking such work. Contractor shall provide written notice of any anticipated impacts to the Contract Price or Contract Time within three (3) Days of discovering such impact, by submitting a Notice of Potential Claim described in Section 7-1.03 below, or notice of delay as described in Section 6-1.09 below. If the Director refuses to issue a Change Order for such work, Contractor shall perform that work if directed or obligated to do so and shall submit a complete and specific Claim for additional compensation and/or extension of time for performance within fifteen (15) Days after such work is performed, as described in Section 7-1.03 below. Failure to provide written notice of claims prior to undertaking such work, failure to provide a timely Notice of Potential Claim, or failure to submit timely a complete and specific Claim for additional compensation and/or extension of the time for performance, shall be deemed a waiver and abandonment of any such Claim. No Claim, dispute or controversy shall interfere with the progress or performance of the Work and the Contractor shall proceed with the Work as directed by the Director. Failure to so proceed shall amount to a
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] default under this Agreement.
3-1.02 PROPOSED CHANGE ORDERS. The Contractor will be notified in writing of a proposed Change Order describing the intended change. Within fifteen (15) Days after receipt of a written request, the Contractor shall submit its proposed price to be added or deducted from the Contract Price due to the change and its estimate of the extent of the adjustment in the Contract Time, if any. The Contractor's proposed price to be added to or deducted from the Contract Price shall be supported by a detailed estimate of cost prepared by the Contractor, vendor or Supplier. The Contractor's proposed price submittal shall be accompanied by a statement of the time necessary for the changed Work, together with a description of how this time will be incorporated into the current Construction Schedule. The Contractor shall upon request by the Director permit inspection of its original Contract estimate, subcontract agreements or purchase orders relating to the change.
If agreement is reached on the adjustment in compensation as provided in Section 3-1.05, “Contract Price Adjustment,” of these General Conditions, the Contractor shall proceed with the Work as changed at the agreed price.
If the Contractor and the Director fail to agree as to the adjustment in compensation for the performance of the changed Work, the Contractor, upon written order from the Director, shall proceed immediately with the changed Work and the Contract Price shall be adjusted in accordance with Section 3-1.06, “Force Account Payment,” of these General Conditions.
If the Contractor fails to submit its cost estimate within such fifteen (15) Day period, the Contractor shall commence the Work as changed immediately upon receipt of written order of the Director, and the Contract Price will be adjusted in accordance with the Director's cost estimate for the changed Work.
City of Roseville California RFQ#08-117 GC – 3:3
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE
ORDERS. Changes in the Work made necessary by an Emergency, as determined by the Director, or changes of a kind where the extent of the Work cannot be determined until completed, may be authorized by the Director in writing. The Change Order shall state that it is issued pursuant to this Section 3-1.03. Upon receipt of an authorized Change Order or other written order of the Director, the Contractor shall proceed with the ordered Work and the Director will maintain a daily job record containing a detailed summary of all labor, materials and equipment required for the changed Work.
Within fifteen (15) Days after receiving a written request, the Contractor shall submit a detailed estimate of cost for the change and any requested change in Contract Time in the same manner as required for proposed Change Orders in Section 3-1.02 of these General Conditions. 3-1.04 EXECUTED CHANGE ORDER. A Contract Change Order signed by both the Director and the Contractor is an “executed Contract Change Order.” By signing the Contract Change Order, the Contractor agrees that the specified compensation constitutes full compensation for the changed Work, including payment for interruption, disruption, acceleration, extended Overhead, delay or any other “impact” claim or “ripple effect” claim.
The Contractor specifically understands and agrees that its execution of the Contract Change Order shall constitute a waiver of any right for the Contractor to claim any additional compensation with respect to the subject matter of the Contract Change Order. 3-1.05 CONTRACT PRICE ADJUSTMENT. If a Contract Change Order provides for an adjustment to the Contract Price, the amount of such adjustment shall be determined by one of the following methods, or a combination thereof, as determined by the City and in its sole discretion:
City of Roseville California RFQ#08-117 GC – 3:4
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] A. Lump sum. The Contractor and the City may agree on a lump sum amount for the Change Order. At the City’s request, the Contractor will provide pricing for the work. Maximum markups for Contract Change Orders paid for using lump sum pricing shall be paid for in the same manner and in the same amounts as markups for Force Account work, as described in Section 3-1.06 below.
B. Unit Prices. The unit prices set forth in the Contractor’s Schedule of Bid Prices will be utilized where they are applicable and acceptable to the City. The Contractor’s unit prices shall remain firm and shall not be subject to adjustment unless and until the actual quantity of work is increased or decreased by Contract Change Order in an amount greater than twenty-five percent (25%) from the estimated quantity indicated for such item. No markups will be given for Contract Change Orders paid for using unit prices.
Unit prices for new items included in the Contract Change Order but not included in the original bid shall be as mutually agreed upon or, in the absence of agreement, as determined by the City in the same manner as if the work were to be paid for on a Force Account basis, as described in Section 3-1.06 below.
C. Force Account. Where the City and the Contractor are unable to agree on lump sum pricing and if the City does not elect to utilize the unit prices in Contractor’s bid, or such unit prices are not applicable, the changed work will be performed and tracked by the Contractor as Force Account work, as described in Section 3-1.06 below. The City will pay for such work, including markups, properly attributable to the change in accordance with those Force Account provisions.
D. Eliminated Items. The City reserves the right to delete any bid item of Work in its entirety. The City makes no representation that any work under a bid item of Work
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] will be performed, and all work may be subject to a Contract Change Order that deletes such work. Bid items are distinct and severable from the other bid items, and the Contractor shall not be entitled to any anticipated profit, unabsorbed Overhead, or other indirect expense attributable to the deleted item, except as provided immediately below with regard to Force Account mark- ups on the direct and verifiable costs incurred prior to the City’s order that deletes the work.
Should any bid item of Work be eliminated in its entirety and not accounted for as described immediately above and, in the absence of an executed Contract Change Order covering such elimination, payment will be made to the Contractor for actual direct and verifiable costs incurred in connection with such eliminated bid item if incurred prior to the date of notification in writing by the City of such elimination. If acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification of such elimination by the City, and if orders for such material cannot be canceled, it will be paid for at the actual direct and verifiable cost to the Contractor. Actual direct costs shall include documented vendor shipping fees, Supplier restocking fees, if applicable, and Contractor handling costs directly related to the eliminated item(s). In such case, the material paid for shall become the property of the City and the actual cost of any further handling will be paid for by the City. If the material is returnable to the vendor and if the City so directs, the material shall be returned and the Contractor will be paid for the actual direct cost of charges made by the vendor for returning the material. The actual direct cost of handling returned materials will also be paid for by the City. The actual direct and verifiable costs to be paid by the City as provided herein will be computed in the same manner as if the work were to be paid for on a Force Account basis, including the application of Force Account mark-ups to said costs.
3-1.06 FORCE ACCOUNT PAYMENT. When Work performed pursuant to a
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Change Order is to be paid for on a Force Account basis, the Contractor’s labor, materials and equipment used in the performance of such Work shall be subject to the approval of the City, and the compensation will be determined as set forth below in this section. 3-1.06A LABOR. The Contractor will be paid an amount based on the actual cost for the workers (including foremen when authorized by the Director) used in the actual and direct performance of the Work. All labor costs associated with Overhead, whether field or home office, are specifically excluded herein, as those labor costs are covered by the below mark-ups. The cost of labor, whether the employer is the Contractor, Subcontractor or other forces, shall include employer payments; assessment of benefits required by lawful labor union collective bargaining agreements; compensation insurance payments; contributions made to the State pursuant to the Unemployment Insurance Code; and for taxes paid to the Federal Government pursuant to the Social Security Act of August 14, 1935, as amended. No labor cost will be recognized at a rate in excess of the wages prevailing in the locality at the time the Work is performed, nor will the use of a labor classification, which would increase the cost, be permitted unless the Contractor establishes to the complete satisfaction of the Director the necessity for payment at a higher rate.
3-1.06B MATERIALS. Only materials furnished by the Contractor and necessarily used in the performance of the Work will be paid for. Such cost of materials may include the costs of procurement, transportation and delivery if necessarily incurred. If a cash or trade discount by the actual supplier is available to the Contractor, it shall be credited to the City.
If materials are procured by the purchaser by any method which is not a direct purchase from and a direct billing by the actual supplier to such purchaser, the cost of such materials shall be deemed to be the price paid to the actual supplier plus the actual costs, if any, incurred in the
City of Roseville California RFQ#08-117 GC – 3:7
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] handling of such materials. If the materials are obtained from a supply or source owned wholly or in part by the purchaser, the cost of such materials shall not exceed the price paid by the purchaser for similar materials furnished from said source on Bid items or the current wholesale price for such materials delivered to the job site, less any discounts as provided herein, whichever is lower. If, in the opinion of the Director, the cost of materials is excessive, or if the Contractor fails to furnish satisfactory evidence of the cost to it from the actual supplier within sixty (60) Days after the date of delivery of the materials or within fifteen (15) Days after Acceptance of the Agreement, whichever occurs first, the cost of the materials shall be deemed to be the lowest current wholesale price at which similar materials are available in the quantities required, less any discounts provided herein. The Department reserves the right to furnish such materials required by the Change Order as it deems advisable, and the Contractor shall have no claim for cost or markups on material furnished by the Department. 3-1.06C EQUIPMENT. The Contractor will be paid an amount based on the actual cost for the use of equipment directly required and approved by the Director in the performance of the changed Work. No payment will be made for time while equipment is inoperative due to breakdowns or on Days when no Work is performed. In addition, the rental time shall include the time required to move the equipment to the Work from the nearest available source of such equipment, and to return it to the source. If such equipment is not moved by its own power, then loading and transportation costs will be paid. Moving time, loading and transportation costs will only be paid if the equipment is used exclusively on the changed Work during the time between move in and move out. Individual pieces of equipment having a replacement value of One Thousand Dollars ($1000) or less shall be considered to be tools or small equipment, and no payment will be made therefore. For equipment owned,
City of Roseville California RFQ#08-117 GC – 3:8
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] furnished, or rented by the Contractor, no cost therefore shall be recognized in excess of the equipment rental rates published by Caltrans at the following website address:
http://www.dot.ca.gov/hq/construc/equipmnt.html. Equipment located at a Work Site and utilized on non-Force Account work shall not eligible for standby payment, and shall be charged on a Force Account basis only when solely performing pre-approved Force Account work tasks. 3-1.06D MARKUPS. When a Change Order increases the cost of the Work, the Contractor may add the following maximum markups to its actual costs of labor, materials, or equipment rental:
15 percent for labor;
10 percent for materials; and
5 percent for equipment rental.
The above markups include full compensation, covering the costs of all supervision, bonds, profit, Overhead, and other general expenses not specifically designated as a direct cost in Sections 3-1.06A through 3-1.06C above. The total payment (i.e., direct cost plus applicable markups) shall be deemed to be the actual cost of such work and shall constitute full compensation therefor. The Contractor specifically understands and agrees that such payment shall include any Contractor costs for interruption, disruption, and acceleration, extended Overhead, Change Order management, delay or other “impact” claim or “ripple effect” claim.
When work paid for on a Force Account basis is performed by forces other than the Contractor’s own forces, the maximum allowable mark-ups for the Subcontractors’ costs shall be fifteen percent (15%) for the cost of labor, ten percent (10%) for the cost of materials, and five percent (5%) for the cost of rented equipment. In these situations where the work is being performed by Subcontractors, the Contractor will only be entitled to an additional five percent
City of Roseville California RFQ#08-117 GC – 3:9
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] (5%) mark-up and will not be entitled to receive the additional mark-ups specified in this section.
When a Change Order decreases the cost of the Work, the reduction in cost shall include a five percent (5%) markup on the estimated cost for furnishing the labor, materials and equipment, which would have been used on such Work, had the Change Order not been issued.
When a Change Order involves both added Work and deleted Work, the markup or markups to be used shall be as follows:
The actual costs of labor, materials, and equipment rental for added and deleted Work shall be calculated separately without adding markups. If the difference between the calculated costs for labor results in an increased cost, a markup of fifteen percent (15%) shall be applied to the increased cost. If the difference between the calculated costs of materials or equipment rental results in an increased cost, a markup of ten percent (10%) and five percent (5%) respectively, shall be applied to the increased costs of materials or equipment rental, as the case may be. If the difference between the calculated costs for labor, materials or equipment rental results in a decreased cost, a markup of five percent (5%) shall be applied to the decreased costs of labor, materials or equipment rental, as the case may be.
Contractor shall not add mark-ups on work performed and billed by City staff nor add mark-ups to successive iterations of proposed Change Order cost proposals returned to Contractor by the City due to incomplete or inaccurate information being originally submitted by the Contractor. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. 3-1.06E RECORDS. The Contractor shall maintain its records in such a manner as to provide a clear distinction between the direct costs of extra work paid for on a Force Account basis and the costs of other operations.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] From the above records, the Contractor shall furnish the City completed daily extra work reports, on forms acceptable to the City, for each Day’s extra work to be paid for on a Force Account basis. The daily extra work reports shall itemize the materials used, and shall cover the direct cost of labor and the charges for equipment rental, whether furnished by the Contractor, Subcontractor, or other forces. The daily extra work reports shall provide names and identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment, and hours operated. Daily extra work and Force Account reports (actual or claimed) shall be signed by both the City’s and the Contractor’s representatives within twenty-four (24) hours of the performance of the work.
Valid copies of vendor’s invoices shall substantiate material charges. Such invoices shall be submitted with the daily extra work reports, or if not available, they shall be submitted with subsequent daily extra work reports. Should said vendor’s invoices not be submitted within sixty (60) Days after the date of delivery of the material or within fifteen (15) Days after the Acceptance of the Agreement, whichever occurs first, the City reserves the right to establish the cost of such materials at the lowest current wholesale prices at which said materials were available in the quantities, less any discounts.
The City will compare its records with the completed daily extra work reports furnished by the Contractor and make any necessary adjustments. When these daily extra work reports are agreed upon and signed by both parties, said reports shall become the basis of payment for the work performed, but shall not preclude subsequent adjustment based on a later audit by the City.
The Contractor’s cost records pertaining to Work paid for on a Force Account basis shall be open to inspection or audit by representatives of the City during the life of the Agreement and for a period of not less than three (3) years after the date of Agreement completion and the
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Contractor shall retain such records for that period. Where payment for materials or labor is based on the cost thereof to forces other than the Contractor, the Contractor shall make every reasonable effort to insure that the cost records of such other forces will be open to inspection and audit by representatives of the City on the same terms and conditions as the cost records of the Contractor. If an audit is to be commenced more than sixty (60) Days after the date of Acceptance of the Agreement, the Contractor will be given fifteen (15) Days’ notice of the time when such audit is to begin.
3-1.07 COST REDUCTION PROPOSALS. The City encourages the Contractor to submit Cost Reduction Proposals whenever the Contractor identifies areas and/or instances in which there can be savings to the Work. Contractor may submit to the City, in writing, proposals for modifying the plans, Specifications or other requirements of the Agreement for the sole purpose of reducing the total cost of construction, including the time for completion of the Work. The City may consider such Cost Reduction Proposals and, if accepted, the Agreement will be equitably adjusted. The City has no obligation to consider or accept Cost Reduction Proposals.
City of Roseville California RFQ#08-117 GC - 4:1
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 4
CONTROL OF MATERIALS
4-1.01 MATERIALS. The Contractor shall furnish all materials required to complete the Work, except materials that are designated in the Supplemental Conditions to be furnished by the City and materials furnished by the City in accordance with Section 3, “Changes in the Work,” of these General Conditions.
Unless otherwise specified in the Supplemental Conditions, materials furnished by the Contractor for incorporation into the Work shall be new. When the quality or kind of materials, articles, or equipment is not particularly indicated, then the quality or kind thereof shall be similar to those that are indicated.
Articles or materials to be incorporated in the Work shall be stored in such a manner as to insure the preservation of their quality and fitness for the Work, and to facilitate inspection.
All materials which do not conform to the requirements of the Contract Documents as determined by the Director, will be rejected whether in place or not. Rejected material shall be removed immediately from the site of the Work, unless otherwise permitted by the Director. No rejected material, the defects of which have been subsequently corrected, shall be used in the Work, unless approval in writing has been given by the Director. Upon failure of the Contractor to comply promptly with any order of the Director made under these provisions, the Director shall have the authority to cause the removal and replacement of rejected material and to deduct the cost thereof from any moneys due or to become due the Contractor.
Manufacturer's warranties, guaranties, instruction sheets and parts lists, which are furnished with certain materials incorporated in the Work, shall be delivered to the Director
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] before Acceptance of the Contract.
Unless otherwise designated in the Supplemental Conditions or Specifications, materials furnished by the City will be delivered to the job site. Materials furnished by the City that are designated in the Supplemental Conditions as available at locations other than the job site shall be hauled to the site of the Work by the Contractor at its expense, including any necessary loading and unloading that may be involved.
The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. City-furnished materials lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the Department for the cost of replacing City-furnished material and such costs may be deducted from any moneys due or to become due the Contractor.
4-1.02 PRODUCT AND REFERENCE STANDARDS. When descriptive catalog designations, including manufacturer's name, product brand name, or model number are referred to in the Contract Documents, such designations shall be considered as being those found in industry publications in effect on the day the Notice to Contractors for the Work is dated, except as may be otherwise stated.
When standards or test designations of the Federal Government, trade societies, or trade associations are referred to in the Contract Documents by specific date of issue, these shall be considered as part of the Contract. When such references do not bear a date of issue, the edition in effect on the day the Notice to Contractors for the Work is dated shall be considered as part of the Contract.
4-1.03 SAMPLING AND TESTING OF MATERIALS. Unless otherwise specified, all tests shall be performed in accordance with the methods used by the State
City of Roseville California RFQ#08-117 GC - 4:3
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Department of Transportation (Caltrans) and shall be made by the Director or his or her designated representative.
The State Department of Transportation has developed test methods for testing the quality of materials and Work. These test methods are identified by a California Test followed by the serial number. Copies of individual tests are available at the State Department of Transportation Laboratory, Sacramento, California, and will be furnished to interested persons upon request.
Whenever a reference is made in the Supplemental Conditions to a California Test by number, it shall mean the California test in effect on the day the Notice to Contractors for the Work is dated.
Whenever the Supplemental Conditions provide an option between two (2) or more test methods, the Director will determine the test method to be used.
Whenever a Supplemental Condition, manual, or test designation provides for test reports (such as certified mill test reports) from the manufacturer, copies of such reports, identified as to the lot of material, shall be furnished to the Director. The manufacturer's test reports shall supplement the inspection, sampling and testing provisions of this Section 4-1.03 and shall not constitute a waiver of the City's right to inspect. When material which cannot be identified with specific test reports is proposed for use, the Director may at his or her discretion, select random samples from the lot for testing. Testing specimens from the random samples, including those required for retest, shall be prepared in accordance with the referenced Supplemental Conditions and furnished by the Contractor at its expense. The number of such samples and test specimens shall be entirely at the discretion of the Director.
When requested by the Director, the Contractor shall furnish, without charge, samples of
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] all material entering into the Work, and no material shall be used prior to approval by the Director, except as provided in Section 4-1.04, “Certificates of Compliance,” of these General Conditions.
A. Inspection and Access for Testing. The Contractor shall provide safe access for the Director and his or her inspectors to adequately inspect the quality of Work and conformance with the General and Supplemental Conditions. The Contractor shall provide adequate lighting, ventilation, ladders and other protective facilities as may be necessary for the safe performance of inspections.
The Contractor shall submit samples or specimens of such materials to be furnished or used in the Work as the Director may require. The Contractor shall furnish the Director all necessary labor and facilities for such things as excavation in the compacted fill to depths required to take samples.
Inspections, tests, or favorable review by the Director or others shall not relieve the Contractor from its obligations to perform the Work in accordance with the requirements of the Contract Documents.
Work covered without the favorable review or consent of the Director shall, if required by the Director, be uncovered for examination at the Contractor's expense.
If the Engineer, Architect, or Director considers it necessary or advisable that covered Work be inspected or tested by others, the Contractor, at the Director's request, will uncover, expose or otherwise make available for observation, inspection or testing as the Director may require, that portion of the Work in question, furnishing all necessary labor, materials, tools, and equipment. If it is found that such Work is defective, the Contractor will bear all the expenses of such uncovering, exposure, observation, inspection and testing and of
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] satisfactory reconstruction. If, however, such Work is not found to be defective and the Work was not covered without favorable review of the Director, the Contractor will be allowed an increase in the Contract Price or an extension of the Contract Time, or both, to cover its costs directly attributable to such uncovering, exposure, observation, inspection, testing, and reconstruction and an appropriate Change Order shall be issued.
Whenever the Contractor varies the period during which Work is carried on each Day, the Contractor shall give due notice to the Director so that proper inspection may be provided. Any Work done in the absence of the Director may be subject to rejection. Proper facilities for safe access for inspection to all parts of the Work shall at all times be maintained for the necessary use of the Director and other agents of the City. Authorized representatives and agents of the Director shall be permitted access to inspect all Work and materials wherever it is required for preparation of progress reports, and the Contractor shall provide proper facilities for such access and inspection.
It is the Contractor's responsibility to supervise the Work and complete the project in accordance with the Contract Documents. In the course of managing that effort, the Contractor shall generate its own punch lists as deemed necessary. The Director may prepare punch lists for the Director's own use in communicating with the Contractor; however, the Director shall be under no obligation to prepare punch lists for the Contractor. In general, the Director will prepare punch lists only after the Contractor has given the Director written notice that the subject Work is completed and tested in accordance with the Contract Documents and is ready for operation and/or use and/or occupancy. Failure of the Director to include an item in a punch list shall not relieve the Contractor of its duty to satisfactorily complete all Work required by the Contract Documents.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Upon Final Completion of the construction Work and request by the Contractor, the Director will conduct a final inspection as a basis for recommending to the City that the Work be accepted.
B. Field and Materials Testing. Where the Supplemental Conditions require Work to be specially field tested or approved, it shall be tested only in the presence of the Director after timely notice of its readiness for inspection and test, and the Work after testing shall be covered up only upon the consent thereto of the Director.
The results of any tests made are for the information of the Director. Regardless of any test results, the Contractor is solely responsible for the quality of workmanship and materials and for compliance with the requirements of the Contract Drawings and Supplemental Conditions.
Except as specifically required under the Supplemental Conditions, all tests by the Director of materials furnished by the Contractor will be done in accordance with commonly recognized standards of national organizations. The Contractor shall furnish such samples of all materials as required by the Director without charge. No material shall be used unless it has been favorably reviewed by the Director.
Where such inspection and testing are to be conducted by an independent Laboratory or agency, the sample or samples of materials to be tested shall be selected by such Laboratory or agency, or the Director, and not by the Contractor.
C. Costs of Testing.
1. Initial Services: The City shall furnish and pay for all initial testing services required by the Contract Documents. When initial tests indicate non-compliance with the Contract Documents, the cost of initial tests associated with that non-compliance will be
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] deducted by the City from the balance owed the Contractor. The Contractor shall furnish samples of materials for testing as may be required by the Director. Such samples shall be furnished without cost to the City.
2. Retesting: When initial tests indicate non-compliance with the Contract Documents, all subsequent retesting occasioned by the non-compliance shall be performed by the same testing Laboratory and the cost thereof will be deducted by the City from the balance owed the Contractor. Contractor shall be billed for each additional test.
3. Contractor Convenience Testing: Inspection or testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor.
4. Additional Tests and Inspections: When in the opinion of the Director additional tests or inspections are required because of the manner in which the Contractor executes its Work, such tests and inspections shall be paid for by the City, but will be deducted from the Contract Price. Examples of such tests and inspections are tests of materials substituted for previously accepted materials or substituted for specified materials, retests made necessary by failure of material to comply with the requirements of the Specifications, load tests made necessary because of portions of the structure not fully meeting Specifications or plan requirements, etc.
4-1.04 CERTIFICATES OF COMPLIANCE. A Certificate of Compliance shall be furnished prior to the use of any materials for which the Supplemental Conditions require that such a Certificate be furnished. In addition, the Director may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The Certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] respects with the requirements of the Supplemental Conditions. A Certificate of Compliance shall be furnished with each lot of such materials delivered to the Work and the lot so certified shall be clearly identified in the Certificate.
All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the Work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not.
The Department reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance.
The form of the Certificate of Compliance and its disposition shall be as directed by the Director.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 5
LEGAL RELATIONS AND RESPONSIBILITY
5-1.01 LAWS TO BE OBSERVED. The Contractor shall keep informed of and observe, and comply with and cause all of its agents and employees to observe and comply with, all prevailing Federal and State laws, and rules and regulations made pursuant to said Federal and State laws, and county and municipal ordinances, and regulations, which in any way affect the conduct of the Contract. If any conflict arises between provisions of the Contract and any such law above referred to, the Contractor shall notify the Director at once in writing. To the fullest extent allowed by law, the Contractor shall defend, indemnify, and save and hold harmless the City or any of its officers, agents, employees, and volunteers against any claim or liability arising from or based on the violation of any such law, rule, or regulation, whether by itself or its agents or employees.
5-1.02 HOURS OF LABOR. Eight (8) hours labor constitutes a legal Day's work. The Contractor or Subcontractor shall, as a penalty to City, forfeit Twenty-five Dollars ($25) for each worker employed in the execution of the contract by the respective Contractor or Subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one (1) calendar week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, thereof, inclusive, except that Work performed by employees of Contractors in excess of eight (8) hours per day, and forty (40) hours during any one (1) week, shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1-1/2) times the basic rate of pay, as provided in said
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Section 1815. In addition, Contractor and/or its Subcontractors may be required to pay double the basic rate of pay for all hours worked in excess of twelve (12) hours in any workday and under other circumstances. (See California Code of Regulations, Title 8, Sections 16100(c)(6) and (16200(a)(3)(F) and applicable Department of Industrial Relations prevailing wage determinations.)
5-1.03 NONDISCRIMINATION.
A. Attention is directed to Labor Code Section 1735, which reads as follows:
“A contractor shall not discriminate in the employment of persons upon public works on any basis listed in subdivision (a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926.1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every Contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter.” B. During the performance of this Contract, Contractor and its Subcontractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status. The Contractor and Subcontractors shall insure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination. The Contractor and Subcontractors shall comply with the provisions of the California Fair Employment and Housing Act (Government Code §12900, et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, §7285.0 et seq.) and other applicable State and Federal regulations and City
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] policies pertaining to nondiscrimination and affirmative action which are incorporated into this Agreement by reference and made a part hereof as if set forth in full. The 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.
C. Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform Work under the agreement. 5-1.04 PREVAILING WAGE. The Contractor and any Subcontractor shall comply with Labor Code Sections 1770 et seq. In accordance with said Section 1775 the Contractor and any Subcontractor under the Contractor shall, as a penalty, forfeit to the state or City not more than $200 for each calendar day or portion thereof, for each worker paid less than the prevailing rate as determined by the Director of Industrial Relations for the work or craft in which such worker is employed for under the Contract by the Contractor or by any Subcontractor under the Contractor.
The amount of the penalty shall be determined by the Labor Commissioner based on consideration of both of the following: (a) whether the failure to pay the correct rate of per diem wages was a good-faith mistake and, if so, whether the error was promptly and voluntarily corrected when brought to the attention of the Contractor or Subcontractor; and (b) whether the Contractor or Subcontractor has a prior record of failing to meet its prevailing wage obligations.
The penalty may not be less than forty dollars ($40) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, unless the failure of the Contractor or Subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the Contractor or Subcontractor.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The penalty may not be less than eighty dollars ($80) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Contractor or Subcontractor has been assessed penalties within the previous three (3) years for failing to meet its prevailing wage obligations on a separate contract, unless those penalties were subsequently withdrawn or overturned.
The penalty may not be less than one hundred twenty dollars ($120) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that the violation was willful, as defined in subdivision (c) of Section 1777.1 of the Labor Code.
If the amount due under this section is collected from the Contractor or Subcontractor, any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 of the Labor Code against the Contractor or Subcontractor shall be satisfied before applying that amount to the penalty imposed on that Contractor or Subcontractor pursuant to this section.
The determination of the Labor Commissioner as to the amount of the penalty shall be reviewable only for an abuse of discretion.
In addition to said penalty, the difference between such stipulated prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage shall be paid to each worker by the Contractor or Subcontractor.
If a worker employed by a Subcontractor on a public works project is not paid the general prevailing per diem wages by the Subcontractor, the Contractor is not liable for any penalties described above unless the Contractor had knowledge of that failure of the Subcontractor to pay
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] the specified prevailing rate of wages to those workers or unless the Contractor fails to comply with all of the following requirements:
1. The contract executed between the Contractor and the Subcontractor for the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1776, 177.5, 1813, and 1815 of the Labor Code.
2. The Contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the Subcontractor to the employees, by periodic review of the certified payroll records of the Subcontractor.
3. Upon become aware of the Subcontractor’s failure to pay its workers the specified prevailing rate of wages, the Contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the Subcontractor for work performed on the public works project.
4. Prior to making final payment to the Subcontractor for work performed on the public works project, the Contractor shall obtain an affidavit signed under penalty of perjury from the Subcontractor that the Subcontractor has paid the specified general prevailing rate of per diem wages to its employees on the public works project and any amount due pursuant to 1813 of the Labor Code.
Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify the Contractor on a public works project within fifteen (15) Days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a Subcontractor on that public works project to pay workers the general prevailing rate per diem wages.
Pursuant to the provisions of California Labor Code Section 1773, the City has obtained
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] the general prevailing rate of wages applicable to the categories of workers the City anticipates will be utilized for this project for straight time, overtime, Saturday, Sunday, and holiday Work.
The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of worker concerned or, if no collective bargaining applies, those holidays identified in Government Code Section 6700.
These wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm, which is incorporated herein as a part of this Contract.
Pursuant to Labor Code Section 1773.2, the general prevailing wage rates set forth above, which forms a part of this Contract, shall be posted by the Contractor at a prominent place at the site of the Work.
Pursuant to Labor Code Section 1773.6 and California Code of Regulations Section 16204, Title 8, changes in general prevailing wage determinations shall apply to the project only if issued by the Director of Industrial Relations prior to the City’s bid issuance date.
The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the Contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining its Bid, and will not under any circumstances be considered as the basis of a claim against the City or Contract.
When both California and Federal prevailing wage rates apply, the Contractor and any Subcontractors shall pay their workers the higher of the two rates. The Contractor and any Subcontractors shall insert this clause in any lower tier contract. 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a Contractor or Subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contractor for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for 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.
5-1.06 PAYROLL RECORDS. The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by its Subcontractors.
A. The Contractor and each Subcontractor shall keep accurate and current payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by it in connection with the public work. Each payroll record shall contain or be verified by a written declaration that is made under penalty of perjury, stating both of the following:
1. The information contained in the payroll record is true and correct.
2. The employer has complied with the requirements of Section 1771, 1811, and 1815 for any work performed by his or her employees on the public works project.
B. The payroll records enumerated under subdivision (A) shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] basis:
1. A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request.
2. A certified copy of all payroll records enumerated in subdivision (A) shall be made available for inspection or furnished upon request to a representative of the City, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. The City reserves the right to withhold any progress payments to the Contractor in the event of noncompliance with the subsection.
3. A certified copy of all payroll records enumerated in subdivision (A) shall be made available upon request by the public for inspection or for copies thereof.
However, a request by the public shall be made through either the City, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal office of the Contractor.
C. The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the Division.
D. Each Contractor shall file a certified copy of the records enumerated in subdivision (A) with the entity that requested the records within ten (10) Days after receipt of a written request.
E. Any copy of the records made available for inspection as copies and furnished upon request to the public or any public agency by the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] obliterated to prevent disclosure of an individual's name, address and social security number.
The name and address of the Contractor awarded the Contract or Subcontractor performing the Contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent the disclosure of an individual’s name and social security number. A joint labor-management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor- management committee reasonable attorneys’ fees and costs incurred in maintaining the action.
An action under this subdivision may not be based on the employer’s misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this section.
F. The Contractor shall inform the City of the location of the records enumerated under subdivision (A), including the street address, city and county, and shall, within five (5) business days, provide a notice of a change of location and address.
G. The Contractor shall have ten (10) Days in which to comply subsequent to receipt of written notice requesting the records enumerated in subdivision (A). In the event that the Contractor or Subcontractor fails to comply within the ten (10) Day period, the Contractor shall, as a penalty to the State or City, forfeit twenty-five ($25) Dollars for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from any progress payment or final payment then due. A contractor
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] is not subject to a penalty assessment pursuant to this section due to the failure of a Subcontractor to comply with this section.
5-1.07 SAFETY REQUIREMENTS. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor shall have the authority and be solely and completely responsible for conditions on the Work Site, including safety of all persons and property during performance of the Work.
Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce Work Site safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all Subcontractors adhere to the minimum Cal/OSHA safety requirements and that each Subcontractor has an effective Cal/OSHA IIPP (Illness and Injury Prevention Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.
The Contractor shall designate a safety officer and have in place a health and safety plan in accordance with the laws of State of California and conduct safety meetings and document them in accordance with the law. The Contractor shall have the safety record available for inspection during working hours and shall submit job site safety meeting reports with each Application for Payment.
Prior to Contractor commencing construction project work on City property, Contractor
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] shall make available copies of its Health and Safety Plan (HASP) that meets or exceeds applicable Cal/OSHA regulations. The Contractor’s HASP shall also meet or exceed the requirements of any applicable City-wide or departmental specific Injury and Illness Prevention Programs (IIPP) and other HASP programs, procedures, and plans. Potentially applicable HASP programs, procedures, and plans include, but are not limited to, the following:
1. Bloodborne Pathogens Exposure Control Plan;
2. Confined Space Entry Procedure;
3. Electrical Safety Program (Lockout/Tagout);
4. Emergency Action Plans (Site Specific);
5. Fire Prevention Plans (Site Specific);
6. Hazardous Waste Operations Emergency Response Plan (or Equivalent);
7. Hazard Communication Program (SDS’s and Right-to-Know training);
8. Heat Illness & Prevention Plan;
9. Hearing Conservation Program;
10. Hot Work/Welding Procedure;
11. Job Hazard Analyses/Standard Operating Procedures;
12. Traffic Control & Flagging;
13. Excavation/Dig Safe Procedure;
14. Fall Protection Plan;
15. Personal Protective Equipment Plan;
16. Respirable Crystalline Silica Exposure Control Plan;
17. Respirator Program;
18. Soils Management Plan (for contaminated soils); and
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
19. Transite (Asbestos) Pipe Work Procedure.
Additionally, Contractor shall be responsible for complying with all City-wide and departmental specific safety requirements as identified in the Supplemental Conditions or presented at a pre-construction meeting.
Contractor shall inform City in advance of the quantity of chemical(s) to be used for the project and the total quantity of chemical(s) that will be brought onto City property. In addition, Contractor shall provide City with one copy of the Safety Data Sheet (SDS) for each chemical expected to be used to complete the project and for each chemical brought to the Work Site, regardless of whether such chemicals are ultimately used for the project.
The services of the Director in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's Work methods, equipment, bracing or scaffolding, or safety measures, in, on, or near the construction site. If a City employee observes a safety violation, the City employee will report the violation to the Contractor who is then responsible for assuring the violation is abated.
The Contractor is hereby informed that Work on this project could be hazardous. The Contractor shall carefully instruct all personnel working in potentially hazardous Work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to Work underground.
All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements of Cal/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by its operations.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] To ensure compliance with California Labor Code Section 6705, the Contractor shall submit to the City, at least five (5) Days in advance of excavation of any trench five feet (5’) or more in depth, Working Drawings to the Director showing the design of shoring, bracing, sloping and other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such Working Drawings vary from the shoring system standards established by the Cal/OSHA Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared and signed by a registered civil or structural engineer in the State of California. This in no way relieves the Contractor from the requirement of maintaining safety in all operations performed by the Contractor or the Contractor's Subcontractors and nothing in this section shall be deemed to allow the use of a shoring, sloping or protective system less effective than that required by the Cal/OSHA Construction Safety Orders of the Division of Industrial Safety Contractor’s Working Drawings shall be subject to approval insofar as the details affect the character of the finished Work and for compliance with design requirements applicable to the construction when specified or called for, but details of the design will be left to Contractor who shall be responsible for the successful construction of the Work. The City shall approve Working Drawings before any Work involving such drawings is performed. Approval and/or acceptance by the City or its designated agent only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions or criteria, completeness of submissions, applicability to areas of intended use, nor implementation of the plans, which are solely the responsibility of the Contractor and its registered engineer.
The Contractor shall perform its Work as not to expose personnel to, or to discharge into the atmosphere from any source whatever, smoke, dust, asbestos, toxic chemicals or other air
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction and shall bear full and exclusive responsibility for any release of hazardous or non- hazardous chemicals or substances during the course of the Work. The Contractor shall immediately report any such release to the City. The Contractor shall be solely responsible for all claims and expenses associated with the response to, removal and remediation of the release, including, without limitation, payment of any fines or penalties levied against the City by any agency as a result of such release and shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any claims arising from such release.
For purposes of this section only, the term “claims” shall include:
1. All notices, orders, directives, administrative or judicial proceedings, fines, penalties, fees, or charges imposed by any governmental agency with jurisdiction; and
2. Any claim, cause of action, or administrative or judicial proceeding brought against the City, its officers, agents, employees, and volunteers for any loss, cost (including reasonable attorneys’ fees), damage or liability, sustained or suffered by any person or entity, including the City.
If the performance of the Work creates any hazardous wastes, those wastes shall be properly disposed of according to federal, state, and local laws, at the expense of the Contractor.
The Contractor shall dispose of the wastes under its own EPA Generator Number. In no event shall the City be identified as the generator. The Contractor shall notify the City of any such hazardous wastes and the City reserves the right to a copy of the results of any tests conducted on the wastes, and, at its cost, to perform additional tests or examine those wastes, prior to disposition. The Contractor shall defend, indemnify, and save and hold harmless the City, its
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] officers, agents, employees, and volunteers from any claims arising from the disposal of the hazardous wastes, regardless of the absence of negligence or other malfeasance by the Contractor. Disposal of all Hazardous Materials must be done in accordance with all laws and regulations. Copies of required regulatory documentation including copies of final manifests shall be supplied to the City.
Contractors or Subcontractors removing one hundred or more square feet (100') of asbestos must be “Certified” in accordance with State law. All Work involving exposure to asbestos and all other hazardous materials shall be performed with protection of personnel in compliance with all applicable regulations and safety requirements including, but not limited to, California Code of Regulations Section 1529, Title 8.
Nothing in these General Conditions is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and Install the higher standards called for without extra charge. 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION. The Contractor shall contact the regional notification center, “Underground Service Alert,” and schedule its Work to allow ample time for the center to notify its members and, if necessary, for any member to field locate and mark its facilities. Without limiting the foregoing, the Contractor’s attention is directed to Government Code Sections 4216 to 4216.9, and in particular Section 4216.2. 5-1.09 PUBLIC SAFETY. The Contractor shall assume all responsibility for public safety during the performance of its Work, and all costs arising therefrom shall be included in the Contract Price. Whenever the Contractor’s operations create a condition hazardous to traffic or to the public, it shall furnish, erect and maintain, at its expense, such fences, barricades, lights, signs, and other devices and take such other protective measures as are
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] necessary to prevent accidents or damage or injury to the public. The Contractor shall establish the pedestrian detours with comparable lighting to the original pedestrian areas. The Contractor shall arrange for such flaggers as are necessary to give adequate warning to traffic or to the public of any dangerous conditions affecting traffic. For Work in a public right-of-way, the Contractor shall comply with the rules and regulations of the State, County, or local agency that owns the right-of-way.
The Contractor shall promptly and fully comply with and carry out, and shall without separate charge therefor to the City, all safety and first aid requirements prescribed by all applicable Federal, State, and local laws and regulations, rules, and orders. The Work shall be done in a safe manner; and the Contractor shall safeguard the safety and health of its employees, Subcontractors, and the people of local communities. The Contractor shall also be reasonable for ensuring that its Subcontractors comply with the provisions of this section.
Upon the failure of the Contractor to comply with any of the requirements of this section, the City shall have the authority, but not the duty, to stop the Work until such failure is remedied.
The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price due to any such suspensions.
When required by the Contract Documents, the Contractor shall construct, maintain, and remove detours for use of public traffic, without additional cost to the City, unless separate payment is specified in the Special Provisions.
The failure or refusal of the Contractor to construct and maintain detours at the proper time shall be sufficient cause for closing down the work until such detours are in satisfactory condition for use by public traffic.
Due care shall be exercised to avoid injury to existing improvements or facilities, utility
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] facilities, adjacent property and trees, shrubs, and other plants that are not to be removed.
Trees, shrubs and other plants that are not to be removed, and pole lines, fences, signs, survey markers and monuments, buildings and structures, conduits, pipe lines, sewer and waterlines, highway facilities, and any other improvements or facilities, under or above ground, that are within or adjacent to the work limit line shall be protected from injury or damage, and the Contractor shall provide and Install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor’s operations, they shall be replaced or restored at the Contractor’s expense. The facilities shall be replaced or restored to a condition as good as when the Contractor entered upon the Work Site, or as good as required by the Contract Documents if any such objects are part of the Work. The City may make or cause to be made such temporary repairs as are necessary to restore to service any damaged facility. The cost of such repairs shall be borne by the Contractor, and the costs may be deducted from any monies due or to become due to the Contractor under the Agreement.
The fact that any underground facilities is not shown on the Contract Drawings shall not relieve the Contractor of its responsibility pursuant to “Utility Facilities” in Section 2-1.12 elsewhere in the Contract Documents. It shall be the Contractor’s responsibility, pursuant thereto, to ascertain the location of such underground improvements or facilities, which may be subject to damage by reason of its operations.
Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the Work involved in protecting or repairing property as specified in this section, shall be considered as included in the prices paid for the various Contract items of work and no additional compensation will be allowed therefor. 5-1.10 EMERGENCIES. In an Emergency affecting the safety of life, the
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Work, or adjoining property, the Contractor, without special instructions or authorization from the City, shall act at its discretion to prevent such threatened loss or injury. In such an Emergency, the Contractor may perform such additional work as is reasonably required. Any compensation claimed by the Contractor on account of Work performed to an Emergency shall be determined in accordance with the provisions relating to Force Account payment contained elsewhere in the Contract Documents.
5-1.11 APPRENTICES. Attention is directed to Labor Code Sections 1777.5, 1777.6 and 1777.7 and Title 8, California Code of Regulations Section 200 et seq. In accordance with Section 1777.5, the Contractor shall secure the necessary certificates and shall contribute to the apprenticeship fund or funds, a provided therein. The Contractor shall require each Subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work to fully comply with Sections 1777.5 and 1777.6 of the Labor Code. To insure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, each Contractor or Subcontractor should, where some questions exist, contact the Division of Apprenticeship Standards, , or one of its branch offices prior to commencement of Work on the public works Contract. Responsibility for compliance with this section lies with the prime Contractor.
It is State and City policy to encourage the employment and training of apprentices on public works Contracts as may be permitted under local apprenticeship standards. 5-1.12 FAIR LABOR STANDARDS ACT. Attention is invited to the fact that the City has been advised by the Wage and Hour Division, U.S. Department of Labor, that Contractors engaged in construction Work are required to meet the provisions of the Fair Labor Standards Act of 1958 and as amended (52 Stat. 1060).
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 5-1.13 WORKERS' COMPENSATION. Pursuant to the requirements of Labor Code Section 1860, the Contractor will be required to secure the payment of workers' compensation to its employees in accordance with the provisions of Labor Code Section 3700.
Prior to the commencement of Work, the Contractor shall sign and file with the Director a certification in the following form:
“I am aware of the provisions of Labor Code Section 3700 which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work of this Contract.”
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. The Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any air pollution control rules, regulations, ordinances and statues, specified in Government Code Section 11017.
In the absence of any applicable air pollution control rules, regulations, ordinances or statutes governing solvents, all solvents, including but not limited to the solvent portions of paints, thinners, curing compounds, and liquid asphalt used on the project shall comply with the applicable material requirements of the applicable Air Quality Management District. All containers of solvent, paint, thinner, curing compound, or liquid asphalt shall be labeled to indicate that the contents fully comply with said requirements.
Unless otherwise provided in the Supplemental Conditions, material to be disposed of shall not be burned, either inside or outside the Premises.
The Contractor shall also comply with all rules, regulations, statutes and ordinances
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601, 40 C.F.R. Part 61, Subpart M, and California Code of Regulations Section 1529, Title 8.
If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease Work and notify the City. 5-1.15 USE OF PESTICIDES. The Contractor shall comply with all local, state and federal rules and regulations of the Department of Food and Agriculture, the Department of Health, the Department of Industrial Relations and all other agencies which govern the use of pesticides required in the performance of the Work.
Pesticides shall include but shall not be limited to herbicides, insecticides, fungicides, rodenticides, germicides, nematocides, bactericides, inhibitors, fumigants, defoliants, desiccants, soil sterilants, and repellents.
Any substance or mixture of substances intended for preventing, repelling, mitigating, or destroying weed, insects, diseases, rodents, or nematodes and any substance or mixture of substances intended for use as a plant regulator, defoliant or desiccant shall be considered as pesticide.
5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS. The
Contractor shall comply with all local sound control, light control, and noise level rules, regulations and ordinances which apply to any Work performed pursuant to the Contract. Work shall not begin before 7 a.m. nor occur after 7 p.m., unless otherwise permitted by the City.
Each internal combustion engine, used for any purpose on the Work or related to the Work, shall be equipped with a muffler, in good working order, of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] muffler.
5-1.17 WEIGHT LIMITATIONS. Unless expressly permitted elsewhere in the Contract Documents, the Contractor shall not operate construction equipment or vehicles of any kind which, laden or unladen, exceed the maximum weight limits set forth in Division 15 of the Vehicle Code over completed or existing base, surfacing, pavement or structures. 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION
MONITORING PROGRAMS; AND REGULATORY AGENCY PERMIT
REQUIREMENTS. The Department will obtain all environmental clearances and other authorizations necessary for this project as set forth in the Contract Documents. The Contractor shall comply with the provisions, including giving notices during construction when required, of said authorizations. In the event the obtaining of said authorizations delays completion of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.
Contractor shall comply with: (1) all mitigation identified in the mitigation monitoring program (attached to and adopted as a component of the mitigated negative declaration or Environmental Impact Report) to mitigate impacts to protected natural resources; and (2) all related permit requirements issued by the regulatory agencies authorizing the project. Contractor shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any fines, claims, suits, actions or regulatory sanctions of every name, kind and description brought forth, or on account of, damage to protected natural resources from or arising out of Contractor’s negligence or willful misconduct in the performance of this Agreement. 5-1.19 PERMITS AND LICENSES. The Contractor acknowledges and agrees that, prior to the submission of its bid for the Work, it fully familiarized itself with the
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] requirements of all applicable federal, state, county and municipal laws, codes, rules, and regulations, as well as the conditions of any required licenses and permits.
The Contractor shall procure all permits and licenses, including any applicable building permits (except those procured or to be procured by the City which are listed elsewhere in the Contract Documents), in coordination with the Director, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the Work. Contractor shall be responsible for applying, paying all fees, and coordination for obtaining all permits for completion of the Work. All permits and licenses shall be obtained in sufficient time to prevent delays to the Work. Contractor will apply to the City for reimbursement for such permits costs.
Accordingly, Contractor should not include the anticipated costs for permits in its bid, as the necessary permit costs will be reimbursed by the City.
The California Environmental Quality Act (Public Resources Code, Section 21000 to 21177) may be applicable to permits, licenses and other authorizations which the Contractor must obtain from State or local agencies in connection with performing the Work. The Contractor shall comply with the provisions of that Act in obtaining such permits, licenses and other authorizations, and all permits, licenses and other authorizations shall be obtained in sufficient time to prevent delays to the Work.
The Contractor shall maintain the applicable Contractor’s license as identified in the Notice to Contractors and City business license for the duration of the Work. 5-1.20 WATER POLLUTION. The Contractor shall comply with all water pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any water pollution control rules, regulations, and statutes, specified by the most current State of California NPDES General Permit for Stormwater
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Discharges Associated with Construction Activity.
The Contractor shall take all necessary precaution to protect streams, vernal pools, ponds, reservoirs, and lakes from pollution with fuels, oils, bitumen, calcium chloride, and other harmful materials as consistent with the law. Also, the Contractor shall conduct and schedule operations so as to avoid discharging pollutants, such as but not limited to: sediment and silt to the storm drain system. The storm drain system consists of all facilities that are designed to convey stormwater to the Waters of the State as defined in the California Water Code. The storm drain system includes, but is not limited to, all streets, gutters, drain inlets, roadside ditches, streams, vernal pools, ponds, and lakes. Care shall be exercised to preserve roadside vegetation beyond the limits of construction.
5-1.21 PROTECTION AND USE OF PROPERTY. The Contractor shall be responsible for and provide and maintain all proper temporary walkways, covered walkways, barriers, roads, guards, railings, lights, warning signs, and take precaution at all times to avoid injury or damage to any person or any property, and upon completion of the Work, or at other times as directed, restore Premises and adjacent property to a proper condition. In the event of such injury or damage, Contractor shall report such injury and damage to City within forty-eight (48) hours of occurrence.
The Contractor shall protect adjoining property and nearby buildings, including City buildings, City roads, and public streets or roads, from dust, dirt, debris, or the nuisance arising out of the Contractor's operations or storage practices, and, if ordered by the Director, the Contractor shall provide and Install suitable safeguards, approved by the Director, to protect such objects from damage. If such objects are damaged by reason of the Contractor's operations, they shall be replaced or restored at the Contractor's expense.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] If the Contractor damages any buildings, roads, utilities, or other property which belong to the City, or any Department or agency thereof, then the Director, at his or her option, may retain from the money due under the Contract an amount sufficient to insure repair of the damage.
The Director may make or cause to be made such temporary repairs as are necessary to restore to service any such damaged facility. The cost of such repairs shall be borne by the Contractor and may be deducted from any moneys due or to become due the Contractor under the Contract.
5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION.
The City of Roseville, its officers, agents, employees, and volunteers, including but not limited to the Director and his or her designee, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the Work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the Work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, its workers, or anyone employed by the Contractor or the Contractor's Subcontractors.
The Contractor shall be responsible for any liability imposed by law and for injuries to, or death of, any person including, but not limited to, workers and the public, or damage to property resulting from defects or obstructions, or from any cause whatsoever during the progress of the Work or at any time before its completion and final Acceptance.
To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save and hold harmless the City, and its respective officers, agents, Subcontractors, employees, and volunteers, and the successors and assigns of
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] any of them, (hereinafter referred to as “Indemnitees”) from and against all claims, demands, liability, suits, actions, costs or expenses for any and all loss or damage, including but not limited to, personal injury, property damage, or economic loss, arising out of or resulting from allegations of (1) Contractor’s use of the City’s property or any activities or Work performed hereunder by the Contractor; (2) the Contractor’s performance of the Work under the Agreement; or (3) the Contractor’s breach of any provision of the Agreement. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Civil Code Section 2778. The only exception to these provisions is that the Contractor’s obligations under this section will not apply to the extent that the claims, demands, liability, suits, actions, costs or expenses are caused by Indemnitees’ active negligence, willful misconduct, criminal acts, or for defects in design furnished by the Indemnitees, misconduct, criminal acts, or for defects in design furnished by the Indemnitees.
The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.
The Contractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law. The defense and indemnity obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. The parties intend that the defense and indemnity obligations in this Contract shall be broadly construed.
Any person, firm or corporation that Contractor authorizes to Work on the City’s property including Subcontractors, shall be deemed to be an agent of the Contractor for purposes herein, shall be subject to all the applicable terms herein, and shall be within the scope of the Contractor’s indemnity obligation described herein.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the Department may be retained by the City until disposition has been made of such suits or claims for damages.
The retention of money due the Contractor shall be subject to the following:
A. The City will give the Contractor thirty (30) Days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.
B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 7-1.07, “Progress Payments,” of these General Conditions.
C. If the City has retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with matter for which such retention was made, the Department shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 5-1.23 INSURANCE COVERAGE.
A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.
B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.
C. Insurance Required.
1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.
The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.
Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, cross- liability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.
4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.
5. Builder’s Risk/Course of Construction Insurance (If Required by Risk Management): The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.
The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.
The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.
Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of
3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.
6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.
7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 5-1.24 OTHER INSURANCE PROVISIONS.
A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.
B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.
However, this shall not in any way limit liabilities assumed by Contractor under the Contract.
Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.
D. The City, its officers, agents, 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 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. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.
E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.
F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.
G. Contractor shall be responsible for all premiums, deductibles, and self- insured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.
H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.
I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.
J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY
PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
5-1.25 THIRD PARTY BENEFICIARY. No provisions in the Contract Documents shall in any way inure to the benefit any third party (including the public at large or any member thereof) so as to constitute such person a third party beneficiary of the Contract, or of any term or condition or other provision of the Contract or otherwise give rise to any cause of action in any person not a party to the Agreement, except as expressly provided elsewhere in the Contract Documents.
5-1.26 COORDINATION AND ACCESS. The Contractor acknowledges that the City may award, or has already awarded, other construction contracts for additional work or may perform additional work with its own forces and that such work may affect the Work under this Agreement. Additionally, the Contractor acknowledges that the State and other public and private agencies may be granted a right-of-entry by the City for the purpose of constructing
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] facilities within and adjacent to the Work Site. It is the obligation of the Contractor to coordinate its Work with the work of others working within or adjacent to the City’s property.
During performance of its Work, the Contractor shall not have exclusive access to or use of the work areas. The City may also require that certain facilities and areas be used concurrently by the Contractor and by other contractors working in the area. When two (2) or more contractors are employed on related or adjacent City work, each shall conduct its operations in such a manner as not to cause any unnecessary delay or hindrance to the other.
Each contractor shall be responsible to the other for all damage to any work, to persons or property caused to the other by its operations, and for loss caused the other due to any unnecessary delays or failure to finish the work within the time specified for completion.
If any party of the Contractor’s Work depends on the work of any other contractor and/or the City for proper execution and/or results, the Contractor shall promptly notify the City of any discrepancies and/or defects in said other work that would render its work unsuitable for proper execution and/or results prior to proceeding with the Contractor’s own Work. If it becomes necessary, the City will resolve coordination and access problems.
The Contractor and its representative in charge of the Work shall familiarize themselves with the City’s property and Work Site, and adjacent surroundings in the vicinity of said Wok, and any private or public operations on adjoining properties. 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO
ACCEPTANCE. The City may at any time notify the Contractor in writing that it intends to take Beneficial Occupancy of any portion of the Work even though the Work may not be substantially complete. Unless the reason for the City’s taking Beneficial Occupancy is that the Contractor has not completed the Work (or portions thereof) in accordance with the Contract
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Time, the City’s Beneficial Occupancy shall relieve the Contractor from its responsibility for maintenance, loss or damage to that portion of the Work for which the City has taken Beneficial Occupancy other than that resulting from the Contractor’s act or omission, negligence, willful misconduct or breach of warranty.
Should the Work (or portion thereof) not be completed in accordance with the Construction Schedule within the Contract Time (as adjusted under the terms of the Contract Documents), the City shall have the right, but not the obligation, to take Beneficial Occupancy of the Work. In such event, the Contractor shall not be entitled to any additional compensation on account of said occupancy by the City, nor shall the Contractor be relieved of any of its responsibilities under the Contract Documents, including, without limitation, Contractor’s obligation to complete the Work in accordance with the Construction Schedule.
Beneficial Occupancy shall not be deemed an Acceptance by the City either of the Work or of any portion thereof, nor will it relieve the Contractor of full responsibility for correcting defective Work or materials found at any time before the formal written Acceptance of the entire Contract by the Director or during the full warranty period after such Acceptance, as provided in Section 7-1.12, “Warranty,” of these General Conditions.
The City’s Beneficial Occupancy shall not relieve the Contractor of its responsibility to maintain all insurance and bonds required under the Contract Documents until the entire project is accepted by the City.
5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT. If, after Installation, the operation or use of the facilities or equipment to be furnished under this Contract proves to be unsatisfactory to the Director, the City shall have the right to operate and use such facilities or equipment until they can, without damage to the City,
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] be taken out of service for correction or replacement. Such period of use of the defective facilities or equipment, pending correction or replacement, shall in no way decrease the warranty period required for the acceptable corrected or replaced facilities or equipment. 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK. Except as otherwise provided herein, the Contractor shall have the charge and care of the Work and shall bear the risk of injury or damage to any part of the Work by the action of the elements or from any other cause whether arising from the execution or from the nonexecution of the Work until the Acceptance of the Contract by the Director. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and Acceptance, and shall bear the expense thereof. In case of suspension of Work from any cause whatever, the Contractor shall be responsible for the Work and it shall also be responsible for all materials, and shall properly store them if necessary, and shall provide suitable drainage and erect temporary structures where necessary.
The Contractor will be relieved of responsibility for any injury or damage to the Work caused by the following:
A. An earthquake in excess of a magnitude of 3.5 on the Richter Scale or a tidal wave, when the effect of such has been proclaimed a disaster or state of emergency by the Governor of the State of California or by the President of the United States, or was of such magnitude at the site of the Work as to have been sufficient to have caused a proclamation of disaster or state of emergency, had it occurred in a populated area.
B. Occupancy and use by the Department or the public prior to the completion of the entire project.
C. Acts of the Federal Government or the public enemy.
City of Roseville California RFQ#08-117 GC - 5:37
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 5-1.30 RESPONSIBILITY FOR UTILITIES. The Contractor shall be responsible at its own cost for any and all Work, expense or special precautions caused or required by the existence or proximity of utilities encountered in performing the Work, including without limitation, repair of any or all damage and all hand or exploratory excavation required.
The Contractor is cautioned that such utilities may include communication cables or electrical cables which may be high voltage, and when working or excavating in the vicinity of such cables, or the ducts enclosing such cables, the Contractor shall undertake at its own cost any special precautions required. Suitable warning signs, barricades, and safety devices shall be erected as necessary or required.
However, if during the course of the Work the Contractor encounters utility Installations which are not shown or indicated in the Contract Documents or which are found in a location substantially different from that shown, and such utilities are not reasonably apparent from visual examination, then the Contractor shall promptly notify the Director in writing. Where necessary for the Work of the Contract, the Director shall issue a written order to the Contractor to make such adjustments, rearrangement, repair, removal, alteration, or special handling of such utility, including repair of the damaged utility. The Contractor shall perform the Work described in such written order, and compensation therefor will be made in accordance with Section 3 of these General Conditions relating to changes in the Work. Except for the items of cost specified in said Section 3, the Contractor shall receive no compensation for any other cost, damage, delay, interference, or hindrance to him or her due to the presence of such utility. If the Contractor fails to give the notice specified above and thereafter acts without instructions for the Director, then the Contractor shall be liable for any or subsequent to discovery thereof, and the Contractor shall repair and make good such damage at its own cost.
City of Roseville California RFQ#08-117 GC - 5:38
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The precise location of underground facilities can only be determined by careful probing or hand digging in compliance with Article 6 of the Cal/OSHA Construction Safety Orders which states in part:
“Prior to opening an excavation, effort shall be made to determine whether underground installations, i.e., sewer, water, fuel, electric lines, etc., will be encountered, and if so, where such underground installations are located. When the excavation approaches the approximate location of such an installation, the exact location shall be determined by careful probing or hand digging, and, when it is uncovered, adequate protection shall be provided for the existing installation.” The location of known existing utilities and pipelines are shown on the Contract Drawings in their approximate locations. Some of the locations include multiple conduits. The Contractor shall exercise care in avoiding damage to those facilities which are to remain in service subsequent to the construction of the particular new facility involved and the Contractor will be held responsible for any repairs if damaged. The Contractor shall also exercise care in maintaining those pipes and facilities required for continuing operation of the existing facilities until such time as they can be abandoned. There is no guarantee that all utilities or obstructions are shown on the Contract Drawings or that the locations indicated are accurate.
The Contractor shall exercise extreme caution in working in the area adjacent to the existing pipelines and utility services. It is essential that all the existing facilities be maintained in service. Construction of the connections between the existing facilities and the new facilities shall be at times and during periods acceptable to the City. The Contractor shall advise the Director in writing of its proposed Construction Schedule for these connections at least forty- eight (48) hours in advance.
City of Roseville California RFQ#08-117 GC - 5:39
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The Contractor shall uncover all piping and conduits, to a point one foot (1') below the pipe, where crossings, interferences, or connections are shown on the Contract Drawings, prior to trenching or excavating for any pipe or structures, to determine actual elevations. New pipelines shall be laid to such grade as to clear all existing facilities which are to remain in service. If the Contractor does not expose all required utilities, it shall not be entitled to additional compensation for Work necessary to avoid interferences nor for repair to damaged utilities. Excavations around underground electrical ducts and conduits shall be performed using extreme caution to prevent injury or damage to workers and to the electrical ducts or conduits. 5-1.31 PROPERTY RIGHTS IN MATERIALS. Nothing in the Contract shall be construed as vesting in the Contractor any right of property in the materials used after they have been attached or affixed to the Work or soil or after partial payment has been made as provided in Section 7-1.07, “Progress Payments,” of these General Conditions for material delivered on the ground or stored subject to or under the control of the City and unused. All such material shall become the property of the City upon being so attached or affixed or upon payment for materials delivered on the ground or stored subject to or under the control of the City and unused, as provided in said Section 7-1.07.
5-1.32 COURT ORDERED DELAY. If, pursuant to court order, the Department temporarily suspends performance of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.
5-1.33 NO PERSONAL LIABILITY. Neither the Director, nor any other officer or authorized employee of the City, shall be personally responsible for any liability arising under or by virtue of the Contract.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS. The Contractor shall make no arrangements with any person or entity to permit occupancy or use of any land, structure or building within the limits of the Work, for any purpose whatsoever, either with or without compensation, in conflict with any agreement between the City and any third party owner, former owner, or tenant of such land, structure or buildings. The Contractor shall not occupy City-owned property outside the limit of the Work shown on the Contract Drawings unless it obtains prior approval.
5-1.35 ANTITRUST CLAIMS. The Contractor’s attention is directed to the following provision of Public Contract Code Section 7103.5(b), which is applicable to the Contractor and its Subcontractors:
“ In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.
Sec. 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract.
This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgement by the parties.”
5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS. Shop
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Drawings and Working Drawings submitted to the City by the Contractor, Subcontractor or any lower tier Subcontractor pursuant to the Agreement, are the property of the City and the City may use, and disclose in any manner and for any purpose, Shop Drawings and Working Drawings delivered under the Contract.
Technical Data including manuals or instructional materials, computer or microprocessor software which are delivered or submitted to the City by the Contractor, Subcontractor, or any lower tier Subcontract pursuant to the Contract are the property of the City, and the City may use or disclose same in any manner and for any purpose.
The Contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on or incorporated in the Work, and shall defend, indemnify and save and hold harmless the City, and its duly authorized representatives, from all suits at law, or in equity, and actions of every nature for, or on account of the use of any patented materials, equipment, devices or processes. In case some materials, equipment, devices or processes are held to constitute an infringement and their use enjoined, the Contractor, at its expense, shall:
1. Secure for the City the right to continue using said materials, equipment, devices or processes by suspension of the injunction or by procuring a license or licenses; or
2. Replace such materials, equipment, devices, processes; or
3. Modify them so that they become non-infringing or remove the enjoined materials, equipment, devices or processes and refund the sums paid therefor without prejudice to any other rights of the City.
5-1.37 PAYMENT OF TAXES. Contractor shall pay all taxes and duties applicable to and assessable against any Work, equipment, materials, services, processes, and
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] operations incidental to or involved in the Agreement, including but not limited to, retail sales and use, transportation, export, import, business, and special taxes. The Contractor is responsible for ascertaining and acquainting itself with such taxes and making all necessary arrangements to pay them. The Contractor will maintain records that are auditable records, and these records shall be subject to the City’s review to verify that Contractor’s tax payments are current at all times.
The Contract Price paid for the Work shall include full compensation for all taxes which the Contractor is required to pay, whether imposed by Federal, State or local government, including, without being limited to, Federal excise tax. No tax exemption certificate nor any document designed to exempt the Contractor from payment of any tax will be furnished to the Contractor by the Department, as to any tax on labor, services, materials, transportation, or any other items furnished pursuant to the Contract.
The Contractor shall withhold and pay any and all sales and use taxes, withholding taxes, whether Federal, State, or local, Social Security taxes, State Unemployment Insurance charges and all other taxes which are now or hereafter may be required to be paid or withheld under any laws.
5-1.38 GRATUITIES AND CONFLICT OF INTEREST. The Contractor shall not offer or provide gratuities in the form of gifts, entertainment, loans, meals, rewards, and/or services to representatives of the City, including but not limited to, officers, employees, agents, Engineering Service Consultants, Consulting Engineers and Architects, Inspectors and/or Testing Agencies retained by the City. If it is found that the Contractor has violated this provision, the Contract may be subject to termination for default as defined elsewhere in these General Conditions.
City of Roseville California RFQ#08-117 GC - 5:43
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] During the term of the Contract and until the final payment has been made to the Contractor, the Contractor shall not employ or compensate in any manner whatsoever, the City’s officers, employees and authorized representatives, agents, and any Engineering Service Consultants, Consulting Engineers and Architects, Inspectors, and/or Testing Agencies retained by the City. Any exception to the employment or compensation to any of the above named parties must be made in writing by the City. If the Contractor offers or provides employment or compensation to those named above during the term of the Contract, the Contract may be subject to termination for default.
5-1.39 COOPERATION. Should construction be under way by City forces or other forces or by other Contractors within or adjacent to the limits of the Work or should Work of any other nature be under way by such forces within or adjacent to said limits, the Contractor shall cooperate with all such forces to the end that any delay, interference or hindrance to their Work will be avoided. The right is reserved to perform other or additional Work at or near the site at any time, by the use of such forces.
5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS. In the event any work involves digging trenches or other excavations that extend deeper than four feet (4’) below the surface, City and Contractor shall comply with the following:
A. The Contractor shall promptly, and before the following conditions are disturbed, notify City in writing of any:
1. Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.
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2. Subsurface or latent physical conditions at the site differing from those made available to Contractor for inspection as provided in the project proposal.
3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in Work of the character provided for in the Contract.
B. The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of the Work shall issue a Change Order under the procedures described in the Contract.
C. In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of the Work, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all work to be performed under the Contract. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. However, no claim of the Contractor under this clause shall be allowed unless the Contractor has given the notice required by this Section. No claim by the Contractor for an equitable adjustment hereunder shall be allowed if asserted after final payment under this Contract. 5-1.41 CONTRACTOR REGISTRATION. No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. During the performance of this Contract, the Contractor and its subcontractors shall have a continuing legal obligation to maintain current
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] registration with the Department of Industrial Relations. The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY. The Contractor need not obtain a separate encroachment permit from the City prior to construction within street rights-of-way or other City rights-of-way. Execution of the Contract by the City shall be deemed an encroachment permit for work required by the Contract within rights-of-way. All work shall conform to the rules and regulations of encroachment permits and shall be subject to the inspection and approval of the Director and City Engineer.
To the extent indicated in the Contract Drawings, the City will provide the rights-of-way over private lands or the site to enable the Contractor to perform its work. The Contractor shall be solely responsible for securing any additional rights-of-way desired by the Contractor. The City will not be a party to nor assume any liability for any separate agreements reached between the Contractor and any third parties with respect to these additional rights-of-way. The Contractor shall procure evidence that agreements are in place with said third parties before the Contractor uses those areas covered by the agreements. Any damage to such private lands caused by the Contractor’s operations shall be the sole responsibility of the Contractor. 5-1.43 CALIFORNIA AIR RESOURCES BOARD REGULATIONS. The Contractor shall comply with any applicable regulations of the California Air Resources Board (“CARB”) set forth below.
A. In-Use Off-Road Diesel-Fueled Fleets. If the Contractor will use vehicles subject to Cal. Code Regs., tit. 13, §§ 2449 et seq. for the project, it shall submit a valid Certificate of
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Reported Compliance to the City as provided in § 2449(n).
B. Advanced Clean Fleets. Pursuant to Cal. Code Regs., tit. 13, § 2013(i)(1), the Contractor shall submit to the City either a signed statement stating that it is not subject to the High Priority and Federal Fleets regulation of title 13, CCR section 2015 through 2015.6, or a document evidencing that it is listed on the CARB Advanced Clean Fleets webpage as a compliant fleet.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 6
PROSECUTION AND PROGRESS
6-1.01 SUBLETTING AND SUBCONTRACTING. The Contractor shall be responsible for all Work performed under the Contract. The Contractor shall give its personal attention to the fulfillment of the Contract and shall keep the Work under its control. Nothing in the Contract Documents shall create any contractual relationship between the City and any Subcontractor. The Contractor is fully responsible to the City for the acts and omissions of its Subcontractors of any tier. When any Subcontractor fails to prosecute a portion of the Work in a manner satisfactory to the Director, that Subcontractor shall not again be employed on the Work.
Although the sections of the Contract may be arranged according to various trades, or general grouping of the Work, the Contractor is not obligated to sublet the Work in such manner. The Director will not arbitrate disputes among Subcontractors or between Contractor and one or more Subcontractors concerning responsibility for performing any part of the Work.
The on-site production of materials produced by other than the Contractor’s own forces shall be considered as subcontracted. The erection, establishment or reopening of on-site plants for production of materials and the operation thereof in the production of materials for use on the Work shall conform to the requirements relating to labor set forth in the Contract Documents.
The Contractor shall also be responsible for coordinating the Work performed by Subcontractors and Suppliers.
The Contractor shall not substitute any person as Subcontractor in place of a Subcontractor listed on its bid proposal without the written approval of the Director.
Substitutions must be in accordance with the provisions of the “Subletting and Subcontracting
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Fair Practices Act” beginning with Public Contract Code Section 4100. Violations of this Act by the Contractor may subject it to penalties which may include cancellation of Contract, Assessment of ten percent (10%) of the Subcontractor's bid, and disciplinary action by the Contractors State License Board.
The Contractor shall pay any Subcontractors approved by the City for work that has been satisfactorily performed no later than seven (7) Days from the date of Contractor’s receipt of progress payments by the City. Within seven (7) Days after receipt from the City of funds attributable to work performed by a Subcontractor, Contractor shall release any retainage payments withheld to the Subcontractor. In the event Contractor does not make progress payments or release retention to Subcontractors in accordance with the time period specified herein, Contractor may be subject to prompt payment penalties per statute. 6-1.02 ASSIGNMENT. The performance of this Contract may not be assigned, except upon the written consent of the City Council of the City of Roseville. Consent will not be given to any proposed assignment which would relieve the original Contractor or its surety of their responsibilities under the Contract nor will the City consent to any assignment of a part of the Work under the Contract.
The Contractor may assign moneys due or to become due to it under the Contract and such assignment will be recognized by the City, if given proper notice thereof, to the extent permitted by law, but any assignment of moneys shall be subject to all proper set-offs in favor of the City and to all deductions provided for in the Contract and particularly all money withheld, whether assigned or not, shall be subject to being used by the City for the completion of the Work in the event that the Contractor should be in default therein. 6-1.03 BEGINNING OF WORK. After the execution of the Contract by both
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] parties, the City will issue the Notice to Proceed upon its determination that it is appropriate for the Contract Time to commence.
The Contractor shall begin Work within fifteen (15) Days after receiving the Notice to Proceed from the Director, subject to the requirements stated elsewhere in the Contract Documents regarding, among other things, the submittal of Baseline Schedule, and shall diligently prosecute the same to completion within the time limit provided in the Supplemental Conditions. Contractor shall also achieve any and all Contract milestones as described elsewhere in the Contract Documents.
The Contractor shall notify the Director, in writing, of its intent to begin Work at least seventy-two (72) hours before Work is begun. The notice shall be delivered to the Director and shall specify the date the Contractor intends to start. If the project has more than one (1) location of Work, a separate notice shall be given for each location.
The Contractor is not authorized to perform any Work until it has received a Notice to Proceed from the City. Should the Contractor begin Work in advance of receiving notice that the Contract has been approved as above provided, any Work performed by it in advance of the said date of approval shall be considered as having been done by the Contractor at its own risk and as a volunteer unless said Contract is so approved thereafter. 6-1.04 PROGRESS SCHEDULE.
A. Preliminary Progress Schedule. The Contractor shall submit to the Director, within twenty (20) Days after date of the Notice to Proceed, a Preliminary Progress Schedule covering the Contractor's activities over the first three (3) months of operation in detail and the remainder of the project in summary. The Preliminary Progress Schedule shall schedule the project within the Contract Time for completion of the Work, and shall be subject to
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] favorable review by the Director.
B. CPM Schedule. The Contractor shall submit an acceptable Critical Path Method (CPM) Schedule to the Director within thirty (30) Days after the receipt of the Notice to Proceed. Subsequent revisions to said schedule shall be submitted as set forth hereinafter. The requirement for the CPM schedule is included to allow for adequate planning and execution of the Work, to determine the critical nature of delays, and to assist the Director in appraising the reasonableness of the proposed schedule and evaluating progress of the Work. The CPM schedule submitted under this Section shall utilize a CPM format, either the precedence or arrow diagramming method. The definitions of CPM terms and functions shall be as provided in the Associated General Contractors of America book CPM in Construction, A Manual for General Contractors, or a favorably reviewed alternative publication or reference. No progress payment will be made prior to submission and acceptance of the CPM Schedule.
1. The CPM schedule system shall consist of diagrams and accompanying mathematical analyses. The diagrams shall show elements of the project in detail and an entire project summary. Diagrams shall show the order and interdependence of activities and sequence in which the Work is to be accomplished as planned by the Contractor. The basic concept of a network analysis diagram shall be followed to show how the start of a given activity is dependent on the completion of preceding activities and its completion restricts the start of following activities. Detailed network activities shall include, in addition to construction activities, the submittal and favorable review of samples of material and Shop Drawings, the procurement of critical materials and equipment, fabrication of special material and equipment, and their Installation and testing. All activities of the City and the Director that affect progress and required Contract dates for completion of all or parts of the Work shall be shown. The
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] selection and number of activities shall be subject to favorable review by the Director. Summary networks shall be time scaled. Durations shall be in Days and shall not exceed fifteen (15) Days, except for submittal and delivery items. Where the duration of continuous Work exceeds fifteen (15) Days, Work items in the Construction Schedule shall be subdivided by location, approximate stationing or other sub-element of the Work.
The graphic network diagram shall include for each activity, the description, activity number, the estimated duration in Days, and all activity relationship lines.
The network diagram shall be drawn for the early start of activities. All significant Submittals shall be scheduled along with manual Submittals and training on all large or critical pieces of equipment. If the precedence technique is utilized, the schedule project shall include a calendar in Work Days, a network report sorted by early start and a logic table report sorted by preceding Work item. If the arrow technique is utilized, the schedule report shall include a calendar in Work Days, a network report sorted by early start, a network report sorted by I-J numbers, and a network sorted by slack time and I-J numbers.
2. The critical path shall be shown on all reports and on the graphic network diagram. The activities which constitute the critical path shall be identified.
3. The mathematical analysis of the network diagram shall include a tabulation of each activity. The following information shall be furnished as a minimum for each activity:
(a) preceding and following event numbers
(b) activity description and number
(c) estimated duration of activities
(d) earliest start date (by calendar date)
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] (e) earliest finish date (by calendar date)
(f) actual start date (by calendar date)
(g) actual finish date (by calendar date)
(h) latest start date (by calendar date)
(i) latest finish date (by calendar date)
(j) slack or float
(k) percentage of activity completed
4. The program shall be capable of accepting revised completion dates as modified by approved time adjustments and recomputations of all tabulation dates and float accordingly.
5. Submission and review of the system shall be as follows:
(a) The complete network analysis system, consisting of the detailed network mathematical analysis and network diagrams, shall be submitted within thirty (30) Days after receipt of the Notice to Proceed.
(b) The Contractor shall participate in a review and evaluation of the proposed network diagrams and analysis by the Director. Any revisions necessary as a result of this review shall be resubmitted for review by the Director within ten (10) Days. When completed, the favorably reviewed schedule shall then be the schedule to be used by the Contractor for planning, organizing and directing the Work and for reporting progress. If the Contractor thereafter desires to make significant changes in its method of operating and scheduling, the Contractor shall notify the Director in writing stating the reasons for the change. (c) The Contractor shall submit at monthly intervals a report of the actual construction progress. Each monthly report shall cover a period of approximately thirty
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] (30) Days ending around the 20th of each month. The monthly reports shall be submitted within ten (10) Days of the end of the reporting period.
(1) If the project is proceeding on schedule, the monthly update report may consist of a marked-up copy of the graphical network diagram. This submittal shall clearly indicate the status of any minor shifts in sequence or schedule and the estimated completion date or percent complete of all activities currently in progress. The Contract completion date shall also be indicated. The Contractor shall submit a narrative report relating to status of construction, the schedule, and factors which may affect the remainder of the schedule. The report shall show the activities or portions of activities completed during the reporting period. The report shall state the percentage of the Work actually completed and scheduled as of the report date and the progress along the critical path in terms of Days ahead or behind the allowable dates. (2) If, in the opinion of the Director, the project is behind schedule, the monthly report shall include a revised network diagram and/or mathematical analysis showing the Contractor's proposed revised schedule. An analysis of the effect that the delay has on progress along other paths shall also be included in the report. The Contractor shall also submit a narrative report with each updated analysis which shall include but not to be limited to a description of current and anticipated problem areas, delaying factors and their impact, and an explanation of corrective actions taken or proposed.
(3) Periodic report shall be submitted in sufficient copies to cover Contractor needs plus five (5) copies and an available electronic copy to be retained by the Director.
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6. To the extent that the favorably reviewed initial Construction Schedule, or revisions thereto, indicate anything not jointly agreed upon, it shall be deemed to be not favorably reviewed by the Director. Any omission of Work from the detailed schedule, otherwise required for Contract compliance, will not excuse the Contractor from completing such Work within any applicable completion date. The CPM schedule shall be generated by computer methods.
C. Schedule Review. Once each month, on a date mutually agreed upon, but no later than seven (7) business days after the monthly schedule progress report date, a Work Site meeting will be held to review the Construction Schedule and job progress. The Contractor shall also attend weekly meetings scheduled by the Director to review the progress of the Work in the preceding week and in the subsequent week, coordinate the Work with public agencies or other Contractors as required, and allow the Director to plan his or her activities for testing, inspection, etc.
D. Schedule Revisions. The conditions under which the Director will require revisions of the Construction Schedule include the following:
1. When delay in completion of any Work item or sequence of Work items results in an estimated extension of project completion by either twenty (20) business days or by ten percent (10%) of the remaining duration of time to complete the Contract, whichever is less.
2. When delays in Submittals or deliveries make replanning or rescheduling of the Work necessary.
3. When the schedule does not represent actual prosecution and progress of the Work.
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4. When any change to the sequence of activities, the completion date for major portions of the Work, or when changes occur which affect the critical path.
5. When Contract Amendments or a Change Order necessitates schedule revision, the Contractor shall submit a schedule analysis of all Change Order Work with its proposal.
E. Cash Flow Projection. A cash flow projection shall be submitted with the Construction Schedule. This cash flow projection shall be revised and resubmitted when revisions of the Construction Schedule will result in changes to the projected cash flow.
F. Schedules showing project completion dates earlier than specified in the Supplemental Conditions will be rejected unless justification can be provided for early completion.
6-1.05 SCHEDULE OF VALUES. Prior to preparation of the first estimate for a progress payment, the Contractor shall submit for favorable review by the Director a detailed Schedule of Values or cost breakdown of the Work under each bid item awarded. The breakdown will then become the basis for partial payment determination. Elements of Work shall be grouped by structure, pipeline, system, etc. Within each grouping, Work should be itemized by readily measurable quantities of Work complete in place. For example, concrete should be in units of cubic yards including form Work and reinforcing steel. Move-on costs, bond and insurance costs, and Overhead costs shall not be considered an item of cost for this purpose but shall be prorated over items of Work. In the event the Schedule of Values is not favorable reviewed by the Director, another Schedule of Values shall be submitted that is mutually acceptable to the Contractor and the Director. 6-1.06 CITY’S RIGHT TO STOP WORK. The Director shall have the
City of Roseville California RFQ#08-117 GC - 7:10
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] authority to order the Contractor, in writing, to suspend the Work wholly or in part, for such period as the Director may deem necessary due to the failure on the part of the Contractor to correct Work that is not in accordance with the requirements of the Contract Documents or if Contractor persistently fails to carry out Work in accordance with the Contract Documents.
The Contractor shall immediately comply with the written order of the Director to suspend the Work wholly or in part. The suspended Work shall be resumed when conditions are favorable and methods are corrected, as ordered or approved in writing by the Director.
Any stoppage of work under this section shall be at the Contractor’s sole expense, and the Contractor shall have no claim against the City based on the Contractor’s failure to perform the Work in accordance with the Contract Documents.
In addition to the City’s right to stop Work, the City may order the Contractor to submit to the City at no additional cost to the City, additional information concerning Contractor’s planned Work if the Contractor fails to promptly correct Work that is not in accordance with the requirements of the Contract Documents or persistently fails to carry out Work in accordance with the Contract Documents. The additional information ordered by the City may include, but is not limited to, preparation of Submittals or Working Drawings not otherwise required to be submitted under the Contract Documents.
In the event the City discovers that the Contractor has created an unsafe condition the City may arrange for other work forces to remedy the condition. Such remedial work shall be at the sole discretion of the City. If this action is required, the City may unilaterally terminate Work under the Contract, and will pay only for the quantities of Work actually performed, less the cost of the City’s remedial Work. In the event that Work is not halted, the Contractor must take immediate steps to correct the situation. There will be no extra payment for Work required
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] to correct unsafe conditions.
The right of the City to suspend the Work shall not give rise to a duty on the part of the City to exercise this right for the benefit of the Contractor or any other person or entity. This right shall be in addition to and not in restriction or derogation of the City’s other rights under the Contract Documents.
In the event of a suspension of Work under any of the conditions set forth in this Section 6-1.06, such suspension of Work shall not relieve the Contractor of its legal responsibilities as set forth in these General Conditions.
6-1.07 TIME OF COMPLETION. The Contractor shall complete the entire Work, including Installation, repairs, startup, troubleshooting, painting, and touchup, training, submittal or record drawings, and manuals, cleanup, demobilization, and all other Work within the number of Days set forth in the Supplemental Conditions. The time for completion includes an allowance for working time lost due to normal inclement weather.
Extensions of time may be allowed for unusual inclement weather under the provisions hereinafter described. Unusual inclement weather is weather which adversely affects “controlling” operations or the critical path of construction and which meets one of the following criteria:
A. For the particular calendar month in question, the number of individual Days with rainfall exceeding 0.10 inches exceeds the average number of such Days for that month over the immediately preceding five (5) years of record by at least three (3) Days.
B. For the particular calendar month in question, the total cumulative rainfall for that month exceeds the average cumulative rainfall for that month over the immediately preceding five (5) years of record by at least two inches (2”).
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Rainfall shall be measured at a publicly operated, maintained, and reported station in reasonable proximity to the construction site. A claim for delay shall indicate the period of rainfall which is claimed as “unusual,” the specific dates during which the unusual rainfall and subsequent wet soil conditions prevented Work, and the specific critical path tasks adversely affected by such unusual weather. A claim for delay due to unusual inclement weather shall be filed within ten (10) Days of the apparent end of the unusual inclement rainfall period, whether or not the monthly totals are available at that time. The burden of proof that weather meets the criteria for unusual weather shall be solely the responsibility of the Contractor.
It is the responsibility of the Contractor to order materials required for the Work properly and promptly on a Notice to Proceed. If evidence presented demonstrates that, in spite of the Contractor's efforts, government-established priorities controls delay material deliveries, suitable extension of time will be made.
If performance of extra Work ordered by the City or failure of the City to provide the necessary site for Installation affects construction tasks which are “controlling” or which are on the “critical path” of the Construction Schedule, suitable extensions of time will be made.
The Contractor shall not be entitled to a time extension for delays in activities on non-critical paths of the favorably reviewed schedule unless the duration of the excusable delay exceeds the total float of the activities being delayed. If the duration of an excusable delay does exceed the total float of the activities affected by the delay, the Contractor shall be entitled to an extension equal to the difference.
C. Determination that a day is a non-working day by reason of inclement weather or conditions resulting immediately therefrom, shall be made by the Director. 6-1.08 LIQUIDATED DAMAGES. It is agreed by the parties to the Contract
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] that in case all the Work called for under the Contract in all parts and requirements is not completed within the number of Days as set forth in the Supplemental Conditions, damage will be sustained by the City and that it is and will be impracticable and extremely difficult to ascertain and determine the actual damage which the City will sustain in the event of and by reason of such delay; and it is therefore agreed that the Contractor will pay to the City, the monetary amount indicated in the Supplemental Conditions in dollars (U.S.) per day for each and every calendar day of delay in completing the Work in excess of the number of Days prescribed and the number of additional calendar days, if any, authorized by Contract Change Order; and the Contractor agrees to pay said Liquidated Damages herein provided for, and further agrees that the City may deduct the amount thereof from any moneys due or that may become due the Contractor under the Contract.
It is further agreed that in case the Work is not finished and completed in all parts and requirements within the number of Days specified, the City shall have the right to increase the number of Days or not, as it may deem best to serve the interest of the City, and if it decides to increase the said number of Days, it shall further have the right to charge to the Contractor, its heirs, assigns or sureties and to deduct from the final payment for the Work all of any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other Overhead expenses which are directly chargeable to the Contract, and which accrue during the period of such extension, except that cost of preparation of final statement shall not be included in such charges.
6-1.09 DELAYS AND EXTENSIONS TO THE WORK. The Contractor must complete all Work within the time specified in the Agreement. The Contractor will be granted an extension of time and will not be assessed with liquidated damages or the cost of engineering
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] and inspection for any delay in substantially completing the Work (or parts thereof) beyond the time set forth in the Agreement, provided that such delay was caused by unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include acts of public enemy, fire, floods, abnormal weather (as described below), earthquakes, epidemics, quarantine restrictions, strikes, labor disputes and freight embargoes, fire, changes made pursuant to the provisions of “Changes in the Work” under Section 3 of these General Conditions or acts or neglect of the City not contemplated by the Contract Documents.
In all cases, any extension of time is conditioned on the following:
1. That the cause is not due to the fault or negligence of the Contractor, and the Contractor has taken reasonable precautions to prevent and minimize the effects thereof; and
2. That the Contractor notifies the Director in writing within three (3) Days from the beginning of such delay specifying the nature of the delay and the measures that have been or will be taken to prevent or minimize the delay. Failure to submit written notice within this time period shall constitute an absolute waiver of any claim for a time extension.
No extension of time will be granted for a delay caused by a shortage of materials, unless the Contractor furnishes to the City documentary proof that it has diligently made every effort to obtain such materials from all known sources within reasonable reach of the work and further proof, as acceptable to the Director, that the inability to obtain such materials when originally planned did in fact cause a delay in Final Completion of the entire Work which could not be compensated for by revising the sequence of the Contractor’s operations. Only the physical shortage of material will be considered as a cause for extension of time, and no consideration
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] will be given to any claim that material could not be obtained at a reasonable, practical or economical cost or price, unless it is shown to the satisfaction of the City that such material could have been obtained only at exorbitant prices entirely out of line with current rates, taking into account the quantities involved and the usual practices in obtaining such quantities.
No extension of time will be granted for a delay caused by Contractor’s staff turnovers, understaffing or insufficient quantity of qualified staff able to perform the necessary work.
The term “shortage of materials,” as used in this section, shall apply only to materials, articles, parts or equipment which are standard items and shall not apply to materials, parts, articles or equipment which are processed, made, constructed, fabricated or manufactured to meet the specific requirements of the Contract Documents.
No extensions of time will be granted for delays that have no measureable impact on the completion of the Work (or parts thereof) under the Contract Documents. When extensions of time are granted, they will be limited to the period equivalent to the actual number of Days lost on the critical path or controlling operations of the Construction Schedule, taking into account the extent to which that delay could be decreased by reasonable mitigation measures by the Contractor. All requests for extensions of time must be supported with a critical path analysis showing the critical path and impacts to it. Contractor’s failure to submit this analysis will be sufficient cause for denial of any request for a time extension.
Within a reasonable period of time after the Contractor submits the notice and information required by this section, the City will determine whether an extension of time is justified and, if so, the number of days for the extension.
Abnormal weather may be a valid basis for a time extension under the Agreement. “Abnormal Weather” occurs when the number of days of rain above 0.5 inches in a 24 hour
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] period exceeds the average for such rainfall in a particular month as determined by the National Weather Service. The Contractor will only be entitled to, at most, a time extension for the number of days of rain exceeding the average for that month in the locale where the Work is to be performed. If delays are caused by the Contractor or those for whom the Contractor is responsible, the Contractor will only be entitled to, at most, a time extension for the number of rain days exceeding the average for the month when the Work should have been performed.
In addition, before a time extension may be granted for abnormal weather, the Contractor must establish that the rain either significantly impacted at least sixty percent (60%) of the planned work of the controlling operations for a particular day or prohibited at least five (5) hours of work on the controlling operations planned for that day. Contractor shall employ reasonably methods to mitigate the impact of abnormal weather (i.e., dewatering, protection of site, etc.) The occurrence of rain during non-work hours or having minimal impact to work on the controlling operation shall not constitute a day of abnormal weather.
In the event that the project experiences favorable weather for a particular month (e.g., the number of actual rain days in a month less than that indicated above for allowable rain days per months), the additional float resulting from such favorable weather shall accrue to the project.
Any Contractor claim for damages or additional compensation based on delay shall be limited to only those circumstances where the Contractor has fulfilled each of the following three (3) requirements:
1. Contractor has established its entitlement to a time extension pursuant to the provisions described above regarding delay and extensions to the Work.
2. The delay was caused solely by the City’s issuance of changes made pursuant to the
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] provisions of “Changes in the Work” under Section 3 of these General Conditions or by acts or neglect of the City.
3. The delay was unreasonable under the circumstances and not within the contemplation of the parties.
It is expressly understood and agreed that delays caused by the City will be non- compensable when there are concurrent delays caused by the Contractor. Also, the Contractor shall have no entitlement to additional compensation for any delay where there have been concurrent delays caused by non-compensable delays, including, but not limited to, fire, floods, earthquakes, epidemics, quarantine restrictions, strikes, labor disputes, and freight embargoes.
Contractor’s damages and/or additional compensation for delays will consist solely of the extended costs of maintaining the Contractor’s Work Site presence. The Contractor will not be entitled to any extended home office overhead.
Compensation for idle time of equipment will be determined in the same manner as determinations are made for equipment used in the performance of extra work paid for on a Force Account basis with the following exceptions:
1. The time for which compensation will be paid will be the actual normal working hours during which such delay conditions exists, but in no case will exceed eight (8) hours in any one day.
2. The days for which compensation will be paid will be each calendar day of the work week (defined elsewhere in the Contract Documents) and Legal Holidays, during the existence of such delay, except that when rental of the equipment is paid for under the provisions in Section 3-1.06C, “Force Account Payment – Equipment,” of these General Conditions, no payment will be made for delays in accordance with the
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] provisions of this section.
Actual loss shall be understood to include no items of expense other than idle time of personnel, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment will be determined as provided in this section and compensation for idle time of personnel will be determined pursuant to Section 3-1.06A, “Force Account Payment – Labor,” of these General Conditions. No markup will be added in either case for Overhead and profit.
The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work as provided pursuant to “Changes to the Work” elsewhere in the Contract Documents. 6-1.10 TERMINATION.
6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF
CITY. The Department reserves the right to terminate the Contract at any time and for any reason if the Director determines that to do so would be in the best interest of the City. Any termination which is not based on the circumstances set forth in Section 6.1-10B below shall be effected by delivery to the Contractor of a Notice of Termination specifying the extent to which performance of Work under the Contract is terminated, and the date upon which such termination becomes effective.
Upon the Contractor’s receipt of a written Notice of Termination for convenience, the Contractor shall cease Work as to those portions of the project so terminated and shall undertake the steps outlined in Section 6-1.10B below.
1. Acceptance of the Contract as hereinafter specified shall not relieve the Contractor of responsibility for damage to materials except as follows:
a. The Contractor's responsibility for damage to materials for which partial payment has been made as provided in Section 7-1.07, “Progress
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Payments,” of these General Conditions and for materials furnished by the City for use in the Work and unused shall terminate when the Director certifies that such materials have been stored in the manner and at the locations he or she has directed.
b. The Contractor's responsibility for damage to materials purchased by the City subsequent to the issuance of the notice that the Contract is to be terminated shall terminate when title and delivery of such materials has been taken by the City.
c. When the Director determines that the Contractor has completed the Work under the Contract directed to be completed prior to termination and such other Work as may have been ordered to secure the project for termination, the Contractor will recommend that the City formally accept the Work, and immediately upon and after such Acceptance by the City, the Contractor will not be required to perform any further Work thereon and shall be relieved of its contractual responsibilities for injury to persons or damage to property which occurs after the formal Acceptance of the project by the City.
2. The total compensation to be paid to the Contractor shall be determined by the Director on the basis of the following:
a. The reasonable cost to the Contractor, without profit, for all Work performed under the Contract, including mobilization, demobilization and Work done to secure the project for termination. Reasonable cost will include a reasonable allowance for project Overhead and general
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] administrative Overhead not to exceed a total of seven percent (7%) of Direct Costs of such Work.
b. A reasonable allowance for profit on the cost of the Work performed as determined under subsection (a), provided the Contractor establishes to the satisfaction of the Director that it is reasonably probable that it would have made a profit had the Contract be completed and provided further, that the profit allowed shall in no event exceed four percent (4%) of said cost. c. The reasonable cost to the Contractor of handling material returned to the vendor, delivered to the Department or otherwise disposed of as directed by the Director.
d. A reasonable allowance for the Contractor's administrative costs in determining the amount payable due to termination of the Contract.
All records of the Contractor and the Contractor's Subcontractors, necessary to determine compensation in accordance with this Section, shall be open to inspection or audit by representatives of the Department at all times after issuance of the notice that the Contract is to be terminated and for a period of three (3) years, and such records shall be retained for that period.
After Acceptance of the Work by the Director, the Director may make payments on the basis of interim estimates pending issuance of the Final Statement, when in his or her opinion the amount thus paid, together with all amounts previously paid or allowed, will not result in total compensation in excess of that to which the Contractor will be entitled. All payments, including payment upon the Final Statement, shall be subject to deduction for prior payments and amounts, if any, to be kept or retained under the provisions of the Contract.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] In the event that the City terminates this Contract under Section 6-1.10B below and it is determined for any reason that there was not sufficient cause to do so, the City’s termination automatically will convert to a termination for convenience under this section and the terms and conditions outlined in this section automatically will be applied to effectuate the Contract termination. Thus, damages to which a Contractor may be entitled as a result of an improper default termination will be limited to the amounts provided for in this section.
The provisions of this section shall be included in all subcontracts. 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE. An
“Event of Default” as referred to in this section shall occur if the Contractor:
1. Fails to maintain progress of the Work in accordance with the requirements of the Contract Documents; or
2. Fails to prosecute the Work or any of its components in accordance with the Contract Documents; or
3. Persistently or repeatedly fails or refuses to supply sufficient properly skilled workers or proper material to permit the performance of the Work in accordance with the Contract Documents; or
4. Fails to make prompt payment to Subcontractors or Suppliers in accordance with the respective agreements between the Contractor and the Subcontractor and Contractor and Supplier; or
5. Fails to comply with applicable laws, ordinances or rules, regulations or orders of a public authority having jurisdiction over the Work; or
6. Abandons, assigns or sublets the Contract without approval of the City; or
7. Becomes bankrupt or is subject to appointment of a receiver on behalf of the
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Contractor; or
8. Otherwise is guilty of a substantial breach of a provision of the Contract Documents.
Upon the City’s reasonable belief that there has been an Event of Default by the Contractor, the City may elect to give the Contractor written notice thereof. The Contractor thereafter shall cure the default as soon as possible and in no event after ten (10) Days from the Contractor’s receipt of the City’s written notice.
If the Contractor does not timely cure its default, the City may, without waiver of any of its other rights and remedies, elect to terminate the Contract, or portion thereof.
Upon the City’s election to terminate the Contract, or portion thereof, the City shall have the right to complete the Work, or portion involved, by whatever means and methods it deems expedient, including the hiring of others on such terms as the City deems advisable. The City shall have the right to take possession of the Contractor’s materials, plant, tools, equipment and property of any kind provided by or on behalf of the Contractor for the purpose of the Work, or a portion of them, without being responsible to the Contractor for wear and tear. The Contractor shall have no rights in such property during its use by the City. The City shall not be required to obtain the lowest prices for completing the Work or a portion of it but shall make such expenditures as, in the City’s sole judgment, best accomplish such completion.
The expense of completing such Work or portion thereof, together with a reasonable charge for engineering, managerial and administrative services, as certified by the City, shall be charged to the Contractor, and the expense so charged shall be deducted by the City out of such monies as may be due or may at any time thereafter become due to the Contractor. In case such expense is more than the sum which otherwise would have been payable to the Contractor under the Agreement, then the Contractor or its surety or sureties shall promptly pay the amount of
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] such excess so due. When the City terminates the Contract under this section, the Contractor shall not be entitled to receive any further payments until the Work is completed and there has been a final settlement of costs of completing the Work covered by such notice of default.
The City will issue to the Contractor a written notice specifying that the Contract, or portion thereof, is terminated. Upon receipt of said written notice and, except as otherwise directed in writing by the City, the Contractor shall:
1. Stop all Work under the Contract; or if partial termination, stop Work relating to the terminated portion of the Agreement;
2. Perform Work the City deems necessary to secure the Work Site for termination including measures to leave the Work Site in a safe condition;
3. Remove equipment from the site of Work, as specified by the City;
4. Take such action as is reasonably necessary to protect materials from damage;
5. Notify all Subcontractors and Suppliers that the Contract or portion thereof is being terminated and that their contracts or orders are not to be further performed unless otherwise authorized in writing by the City;
6. Provide the City with an inventory list of all materials previously produced, purchased or ordered from Suppliers for use in the Work and not yet used in the Work, including its storage location, and such other information as the City may request;
7. Dispose of materials not used in the Work as directed by the Director. It shall be the Contractor’s responsibility to provide the City (a) with good title to all materials purchased by the City hereunder, including materials for which partial payment has been made by the City and (b) with bills of sale or other documents of title for such
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] materials;
8. Subject to the prior written approval of the City, settle all outstanding liabilities and all claims arising out of Subcontractors or orders for materials terminated hereunder.
To the extent directed by the City, the Contractor shall assign to the City all rights, title and interests of the Contractor under subcontracts or orders for materials terminated hereunder. The City shall be at liberty to negotiate with and engage any Subcontractors who had contracted with the Contractor for the Work;
9. Furnish the City with the documentation required to be furnished by the Contractor under the provisions of the Contract Documents, including, on projects as to which Federal funds are involved, all documentation required under the Federal requirements included in the Agreement; and
10. Take such other actions as the City may direct.
If only a portion of the Work has been terminated, the Contractor shall perform the remainder of the Work in conformity with the Contract Documents and in such a manner as not to interfere with the City or others in their performance and completion of the portion of the Work which was terminated.
The City may recover from the Contractor the amount of any loss or damage, including consequential damages, suffered or incurred as a result of the Contractor’s default.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 7
ACCEPTANCE AND PAYMENT
7-1.01 ACCEPTANCE. When the Contractor believes that the entire Work is fully and finally completed, including the satisfactory completion of inspections, tests, and documentation specified in the Contract Documents and completion of all punch list and clean- up items, the Contractor shall submit to the City a written request for final Acceptance within fifteen (15) Days thereafter, specifying that the Work is fully and finally completed and the date on which it was completed. Within thirty (30) Days after receipt of the request for final Acceptance, the City will inspect the Work and will either:
1. Reject the request for final Acceptance, specifying the defective and/or uncompleted portions of the Work; or
2. Notify the Contractor that the Work will be accepted by Resolution of the City Council of the City of Roseville, and a Notice of Completion will be caused to be recorded by the City Clerk; or
3. Notify the Contractor that the Work has been accepted by the City but no Notice of Completion will be recorded.
If the City rejects the request for final Acceptance, the Contractor shall promptly remedy the defective and/or uncompleted portions of the Work. Thereafter, the Contractor shall again submit a written request for final Acceptance of the Work, specifying a new date based on the date the defective and/or uncompleted portions of the Work were corrected. Thereafter, the foregoing procedure shall apply successively until the City has verified that the Work is fully and finally completed and accepted the Work by Resolution of the City Council or by written
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] notification from the Director. Immediately upon such Acceptance, the Contractor shall be relieved of the duty of maintaining the Work as a whole.
All warranties commence upon final Acceptance of the Work. The City’s final Acceptance of the Work shall not be construed as an acceptance by the City of any latent defects discovered with regard to the Contractor’s work. Furthermore, Contractor’s obligations under Section 5-1.22 “Responsibility for Damage and Indemnification” shall still remain applicable after the City’s grant of final Acceptance of the Work.
Prior to final Acceptance, the Contractor shall submit to the City the Record Documents and Operation and Maintenance Manuals as specified in the Contract Documents. 7-1.02 SCOPE OF PAYMENT. The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed Work and for performing all Work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the Work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the Acceptance by the Director and for all risks of every description connected with the prosecution of the Work, also for all expenses incurred in consequence of the suspension or discontinuance of the Work as provided in the Contract; and for completing the Work according to the Contract. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective Work or material.
No compensation will be made in any case for loss of anticipated profits. 7-1.03 NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to the payment of any additional compensation for any act or failure to act by the City,
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless the Contractor has given the City due written Notice of Potential Claim as hereinafter specified, provided, however, that compliance with this Section 7-
1.03 shall not be a prerequisite as to matters within the scope of the notice provisions in Section 6-1.07, “Time of Completion,” or the notice provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions, nor to any claim which is based on differences in measurement or errors of computation as to correct quantities.
The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within seven (7) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.
If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) Days after such work is performed.
Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.
If there is a dispute over any claim, the Contractor shall continue to Work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be
City of Roseville California RFQ#08-117 GC - 7:4
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] governed by all applicable provision of the Agreement.
The Contractor shall maintain cost records of all Work that is the basis of any dispute.
On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.
These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.
Each Contractor claim shall include full and complete information concerning the Claim.
Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.
The City will review any timely Notice of Potential Claim and supporting information
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.
If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these General Conditions, including but not limited to Section 7-1.04.
It is the intention of this Section 7-1.03 that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that it shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 7-1.04 CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.
Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) Days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] specified herein, such Claim shall be deemed rejected in its entirety.
Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) Days after the City issues its written statement.
If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within thirty (30) Days for settlement of the dispute.
Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) Days after the City issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 7-1.05 below.
7-1.05 DISPUTE RESOLUTION PROCEDURE. All Claims not resolved
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] pursuant to Section 7-1.04, shall be resolved pursuant to Public Contract Code Section 10240, et seq.
7-1.06 STOP PAYMENT NOTICES. The City, by and through the Department or other appropriate office or officers, may at its option and at any time retain out of any amounts due the Contractor, sums sufficient to cover claims, filed pursuant to Civil Code Section 9350, et seq., including an amount to provide for the reasonable cost of any litigation thereunder. 7-1.07 PROGRESS PAYMENTS. Within fifteen (15) Days after the effective date in the Notice to Proceed, but in any event prior to Contractor’s first Application for Payment, the Contractor shall submit to the City a detailed Schedule of Values.
Upon its approval, the Schedule of Values will form a basis for determining the compensation payable to the Contractor based on its actual progress of Work with respect to each Lump Sum bid item. The City, prior to any progress payment being made, must approve the Schedule of Values.
At the Director’s discretion the approved Schedule of Values may be used as the basis for calculating the adjustment in compensation for a lump sum bid item due to changes ordered by the Director. When an ordered change increases or decreases the quantities shown in an approved Schedule of Values, at the Director’s discretion, the adjustment in compensation may be determined in the same manner specified for increases and decreases in the quantity of a bid item of work in accordance with Section 3-1.05(B), “Contract Price Adjustment,” of these General Conditions.
The Contractor once in each month shall submit an Application for Payment, for approval by the Director. Contractor’s Applications shall be based on the Schedule of Values submitted to the City. These applications shall be supported by: (1) documentation requested by the City to
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] substantiate the payment request; (2) statutory releases from Contractor and all Subcontractors and suppliers pursuant to Civil Code Sections 8132 and 8138; and (3) certified payroll records for the period for which payment is requested. Specifically, the Contractor will submit conditional waivers upon progress payment executed by all contractors and suppliers that will be receiving sums sought in the instant payment request and also submit unconditional waivers upon progress payment executed by all contractors and suppliers that have been paid to the date of the payment request. The Contractor shall certify that the Work for which payment is requested has been accomplished. When requested by the City, the Contractor shall submit receipts, invoices and other documentation that the City requires to be furnished for purpose of evaluating the application.
The City will pay the Contractor within thirty (30) Days after its receipt of an undisputed and properly submitted Application for Payment, after deducting all previous payments, retention, and other sums as described in the Contract Documents. Within seven (7) Days of its receipt of the Contractor’s Application for Payment, the City will determine whether it complies with the provisions of the Contract Documents. As appropriate, the City will return the application to the Contractor accompanied by a document prepared by the City setting forth the reasons for the rejection. Thereafter, the Contractor shall correct and resubmit the Application for Payment. Progress payments may be withheld for Work that is not performed in accordance with the Contract Documents.
The City may deduct the following from each progress payment:
1. An amount equal to one hundred and twenty-five percent (125%) of the amount claimed under any stop payment notice or other lien filed against the Contractor, which includes an amount to provide for the reasonable cost of any litigation
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] thereunder.
2. Any Liquidated Damages or Assessments that have accrued as of the date of the Application for Payment.
3. Any sums expended by the City in performing any of the Contractor’s obligations under the Agreement that the Contractor has failed to perform.
4. Any other sums that the City is entitled to recover from the Contractor under the terms of the Contract including damages to the City’s property.
5. The failure of the City to deduct any of the above identified sums from a progress payment shall not constitute a waiver of the City’s right to such sums.
No such estimate or payment shall be construed to be an acceptance of any defective Work or improper materials.
Under no circumstances will the City make payment to unlicensed Contractors. As a condition of payment, the Contractor is required to maintain the applicable Contractor’s license as identified in the Notice to Contractors for the duration of the Work. 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND.
Partial payments may be made to the extent of seventy-five percent (75%) of the cost of materials and equipment plus delivery to be incorporated in the Work, provided that such materials and equipment meet the requirements of the Contract Documents and are delivered to acceptable sites on the plant site or at other sites in the vicinity that are acceptable to the City and only with the prior written approval by the City. Such delivered costs of stored or stockpiled materials and equipment may be included in the next progress payment after the following conditions are met:
A. Equipment and materials will only be eligible if given conditional or final
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Acceptance by the Director and are in apparent compliance with favorably reviewed Submittals.
B. Only equipment or materials which have received favorable review of Shop Drawings will qualify.
C. The material or equipment has been stored or stockpiled adequately protected against damage in a manner acceptable to the Director at an approved site.
D. The Contractor has furnished the Director with acceptable evidence of the quantity and the quality of such stored or stockpiled materials or equipment with identification of where they will be incorporated into the project with Specification reference.
E. The Contractor has furnished the Director with satisfactory evidence that the material or equipment and transportation costs have been paid.
F. The Contractor has furnished the City legal title (free of liens or encumbrances of any kind) and lien releases to the material or equipment so stored or stockpiled.
G. The Contractor has furnished the City evidence that the material or equipment so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the Work.
It is understood and agreed that the transfer of title and the City payment for such stored or stockpiled materials or equipment shall in no way relieve the Contractor of its responsibility for furnishing and placing such materials or equipment in accordance with the requirements of the Contract Documents.
In no case will the amount of progress payments for materials or equipment on hand exceed the Contract Price for such materials or equipment or the Contract Price for the Contract item in which the material is intended to be used.
No partial payment will be made for stored or stockpiled living or perishable plant
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] materials.
The Contractor shall bear all costs associated with the progress payment of stored or stockpiled materials or equipment in accordance with the provisions of this Section. 7-1.09 RETENTION ON PROGRESS PAYMENTS. From each progress payment estimate, five percent (5%) will be deducted and held in retention by the City. The remainder, less any deductions described in Section 7-1.07, “Progress Payments,” of these General Conditions, will be paid to the Contractor as progress payments.
Pursuant to Public Contract Code Section 22300, the successful Bidder may submit Securities in lieu of retention payments by the City. Upon the Contractor’s request, the City will make payment of funds withheld from progress payments, pursuant to the requirements of California Public Contract Code Section 22300, if the Contractor deposits in escrow with the City or with a bank acceptable to the City, securities eligible for investment under California Government Code Section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City, upon the following conditions:
1. The Contractor shall bear the expenses of the City and the escrow agent in connection with the escrow deposit made.
2. Securities or certificates of deposit to be placed in escrow shall be of a value at least equivalent to the amounts of retention to be paid to the Contractor pursuant to this section.
3. Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall be substantially similar to the form provided in California Public Contract Code section 22300.
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4. The Contractor shall obtain the written consent of the surety to such agreement.
7-1.10 FINAL PAYMENT. Final payment will be made only after Contractor has achieved Final Completion of the Work pursuant to the provisions of Section 7-1.01, “Acceptance,” of these General Conditions. Before final payment can be made, the Contractor shall have furnished the City with the following:
1. All Record Documents, catalogues, instruction sheets and information as required by the Contract Documents.
2. Conditional Waivers and Releases Upon Final Payment executed by Contractor and all Subcontractors and Suppliers, as provided by Civil Code Section 8136. Unconditional Waivers and Releases Upon Final Payment, as provided in Civil Code Section 8138, executed by Contractor and all Subcontractors and Suppliers, must be provided for all Subcontractors and Suppliers that have been paid in full.
Within thirty (30) Days of the date of the City’s Acceptance of the Work, the Contractor shall prepare and submit a Final Invoice, showing the proposed total amount due the Contractor, segregated by Bid item quantities, Change Order Work, and other basis for payments; deductions made or to be made for prior payment; and amounts previously retained. Prior invoices and payments shall be subject to correction in the proposed Invoice for Final Payment. Payments to the Contractor will be made only for actual quantities of the Contract items of work constructed in accordance with the Contract Documents.
The City will review the Contractor’s proposed Final Invoice and necessary changes or corrections will be forwarded to the Contractor. Within ten (10) Days thereafter, the Contractor
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] shall submit a revised proposed Final Invoice incorporating changes or corrections made by the City together with any new claims resulting therefrom. Upon approval by the City, the corrected proposed Final Invoice will become the approval Final Invoice.
If agreements are reached on all questions regarding the Final Invoice, the City will pay the entire sum found due on the approved application. However, the City will withhold sums sufficient to pay all unsettled claims for which stop payment notices have been filed pursuant to Section 9350, et seq. of the California Civil Code, together with the reasonable cost of any litigation thereunder.
Final payment will be made within thirty (30) Days after receipt of an approved Final Invoice and other required Submittals referenced above or within sixty (60) Days after Acceptance of the work by the City, whichever is later, provided, however, that if an approved Final Invoice has not been submitted within sixty (60) Days after Acceptance of the Work by the City, the City may elect to make payment of sums not in dispute without prejudice to the right of either the City or the Contractor in connection with such disputed sums. Notwithstanding the foregoing, if a Notice of Completion is recorded, final payment shall not be made prior to the expiration of the thirty-five (35) calendar day lien period. The start of this lien period is the date the Placer County Recorder’s Office records the Notice of Completion.
The City may withhold from the Final Payment an amount not to exceed one hundred fifty percent (150%) of any amount in dispute between the City and the Contractor.
The making of Final Payment shall not operate to release the Contractor or its sureties from obligations arising under the Contract, the Contract bonds and warranties as herein provided. Specifically, the making of final payment shall not constitute a waiver and release of claims by the City arising from:
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1. Unsettled or future liens;
2. Failure of the Work to comply with the requirements of the Contract Documents;
3. The terms of any warranties required by or contained in the Contract Documents;
4. The right to any insurance proceeds or the right to make any insurance or bond claims;
5. Any claims with respect to Contractor’s obligations of indemnity with respect to claims asserted by third parties; or
6. Any latent deficiencies with the Work or Contractor’s fraud. 7-1.11 CLERICAL ERRORS. Notwithstanding the provisions of Section 7-
1.10, “Final Payment,” of these General Conditions, for a period of three (3) years after Acceptance of the Work, all estimates and payments made pursuant to said Section 7-1.10, are subject to correction for clerical errors in the calculations involved in the determination of quantities and payments. The Contractor and the City agree to pay to the other any sum due under the provisions of this Section 7-1.11, provided, however, if the total sum to be paid is less than $100, no such payment shall be made.
7-1.12 WARRANTY. Notwithstanding inspections and Acceptance by the City of Work furnished under the Contract Documents, the Contractor hereby unconditionally guarantees that all materials and equipment furnished will be of good quality and new, that the Work will be free from defects in workmanship and materials and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] This warranty by the Contractor is in addition to any warranties or guarantees required elsewhere in the Contract Documents. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained in such separate warranties furnished by manufacturers or suppliers.
The Contractor hereby agrees to repair or replace any and all Work, together with any other adjacent Work which may be displaced in so doing, that may prove to be not in accordance with the requirements of the Contract or that may be defective in its workmanship or material during the greater of a period of one (1) year after Acceptance of the Work by the City or the period specified in the Special Conditions, without any expense whatsoever to the City, ordinary wear and tear and unusual abuse or neglect excepted.
The Contractor further agrees, that within ten (10) Days after being notified in writing by the Department of any Work not in accordance with the requirements of the Contract Documents or of any defects in the Work, the Contractor will commence and prosecute with due diligence all Work necessary to fulfill the terms of this warranty, and to complete such Work within a reasonable period of time. In the event Contractor fails to comply, it does hereby authorize the Department to proceed to have such Work done at the Contractor's expense and the Contractor will honor and pay the cost and charges therefore upon demand. The Department shall be entitled to all costs and expenses, including reasonable attorneys’ fees, necessarily incurred upon the Contractor's refusal to honor and pay the above costs and charges.
All warranties set forth in the Contract Documents shall be deemed cumulative and not alternative or exclusive. Nothing contained in this section shall be construed to establish a period of limitation with respect to any other obligation, which Contractor has under the Contract Documents or under any separate warranty or guaranty required thereby. The establishment of a
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] specific warranty period relates only to the specific obligation of Contractor to correct defective Work, and it has no relationship to the time within which its obligation to comply with the Contract Documents or applicable provision of law may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to its obligations other than specifically to correct the Work. Without limiting the foregoing, it is understood and agreed that Contractor shall remain responsible for latent defects with its work, regardless of the expiration of any warranty period set forth in the Contract Documents. 7-1.13 WARRANTY OF TITLE. No material, supplies, or equipment for the Work under this Contract shall be purchased subject to any chattel mortgage, security agreement, or under a conditional sale or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants good title to all material, supplies, and equipment Installed or incorporated in the Work and agrees upon completion of all Work to deliver the Premises, together with all improvements and appurtenances constructed or placed thereon by it, to the City free from any claim, liens, security interest, or charges, and further agrees that neither the Contractor nor any person, firm, or corporation furnishing any materials or labor for any Work covered by this Contract shall have any right to a lien upon the Premises or any improvement or appurtenances thereon. Provided, that this shall not preclude the Contractor from Installing metering devices and other equipment of utility companies, the title of which is commonly retained by the utility company. In the event of the Installation of any such metering device or equipment, the Contractor shall advise the City as to the legal owner thereof. Nothing contained in this paragraph, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the City.
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The provisions of this paragraph shall be inserted in all subcontracts and material Contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal Contract is entered into for such materials.
[END OF GENERAL CONDITIONS]
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.
Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.
Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.
This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.
This bill would require a public entity, defined to exclude certain state entities, upon receipt
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.
This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.
This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
By increasing the duties of local agencies and officials, this bill would impose a state- mandated local program.
This bill would, on January 1, 2020, repeal the provision establishing the claim resolution
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] process.
This bill would specify that these provisions constitute a matter of statewide concern.
The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.
This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.
The people of the State of California do enact as follows:
SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but
City of Roseville California RFQ#08-117 AB 626-7
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[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the
City of Roseville California RFQ#08-117 AB 626-8
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, 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 or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.
SECTION 2.
City of Roseville California RFQ#08-117 AB 626-9
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.
SECTION 3.
If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.
City of Roseville California RFQ#08-117 SC - i
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
SUPPLEMENTAL CONDITIONS
Project: Five Star Intertie Improvement
Table of Contents for Special Provisions
SC
Scope of Supplemental Conditions 1
Section 1: Definitions and Terms 2
Section 2: Control and Scope of the Work 3
Section 3: Changes in the Work 4
Section 4: Control of Materials 5
Section 5: Legal Relations and Responsibility 6
Section 6: Prosecution and Progress 7
Section 7: Acceptance and Payment 8
City of Roseville California RFQ#08-117 SC - 1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
Scope of Supplemental Conditions
1. The Work shall be performed in accordance with the General Conditions and Department Standards, except as the General Conditions may be modified by the following additional City Standards, incorporated herein by this reference, if so indicated.
COMMUNITY DESIGN GUIDELINES
311 Vernon Street, Roseville, CA 95678
SPECIFICATIONS FOR COMMERCIAL CONSTRUCTION (ELECTRIC)
2090 Hilltop Circle, Roseville, CA 95747
PARKS CONSTRUCTION STANDARDS
316 Vernon Street, Suite 400, Roseville, CA 95678
X
DESIGN AND CONSTRUCTION STANDARDS
311 Vernon Street, Roseville, CA 95678
OTHER
Above documents are available at: www.roseville.ca.us
2. Numbering in these Supplemental Conditions conforms to that in the General Conditions. The existence of a section in these Supplemental Conditions means that the corresponding section in the General Conditions is modified in some respect. Unless otherwise specified, the modified General Condition is deleted entirely and the provisions of these Supplemental Conditions are substituted.
City of Roseville California RFQ#08-117 SC - 2
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 1. DEFINITIONS AND TERMS
1-1.24 DEPARTMENT. Section 1-1.24 of the General Conditions is amended to include the following:
The Department for Contract Administration is the Environmental Utilities Department of the City of Roseville.
City of Roseville California RFQ#08-117 SC - 3
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 2. CONTROL AND SCOPE OF THE WORK
2-1.08 SUBMITTALS. Section 2-1.08 of the General Conditions is amended to include the following:
The time allowed for review of each submittal is (10) ten Days after receipt of the submittal by the Director.
City of Roseville California RFQ#08-117 SC - 4
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 3. CHANGES IN THE WORK
There are no amendments to the General Conditions.
City of Roseville California RFQ#08-117 SC - 5
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 4. CONTROL OF MATERIALS
There are no amendments to the General Conditions.
City of Roseville California RFQ#08-117 SC - 6
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 5. LEGAL RELATIONS AND RESPONSIBILITY
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. Section 5-1.14 of the General Conditions is amended to include the following:
To the best of the City's knowledge, asbestos is not__ present in the vicinity of the Project. Additional information shall be made available to Contractor upon request.
City of Roseville California RFQ#08-117 SC - 7
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 6. PROSECUTION AND PROGRESS
6-1.04 PROGRESS SCHEDULE. Section 6-1.04F of the General Conditions is amended to include the following:
Progress schedules showing project completion dates more than _30_ Days earlier than specified in Section 6-1.07 shall be rejected.
6-1.07 TIME OF COMPLETION. Section 6-1.07 of the General Conditions is amended to include the following:
The Contractor shall begin Work within _21_ business days after receiving a Notice to Proceed and shall diligently prosecute the Work to completion. The Work shall be completed within _181_ business days of the Notice to Proceed.
If landscaping plants require an establishment period, that period will be _60_ calendar days. Start of the establishment should be as outlined in the Specifications. 6-1.08 LIQUIDATED DAMAGES. Section 6-1.08 of the General Conditions is amended to include the following:
The amount of Liquidated Damages is the sum of $1,500.00___ per Day.
City of Roseville California RFQ#08-117 SC - 8
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 7: ACCEPTANCE AND PAYMENT
Section 7-1.02 of the General Conditions is amended to include the following:
Unless special payment is specifically provided in the Measurement and Payment Section, all incidental work and expense in connection with the Completion of Work Under the Contract will be considered a subsidiary obligation of the Contractor and all such costs shall be included in the appropriate items in the Schedule of Bid Items in connection with which costs are incurred.
[END OF SUPPLEMENTAL CONDITIONS]
City of Roseville California RFQ#08-117 SP - i
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
SPECIAL PROVISIONS
Table of Contents for Special Provisions
SP
Section 1: Governor’s Executive Order N-6-22 (EO) 1
City of Roseville California RFQ#08-117 SP -2:1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 2. GOVERNOR NEWSOM EXECUTIVE ORDER N-6-22 (EO)
City of Roseville California RFQ#08-117 SPEC-1
Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
SPECIFICATIONS FOR CONSTRUCTION
CITY OF ROSEVILLE
FIVE STAR INTERTIE
IMPROVEMENTS PROJECT
BID SET SUBMITTAL
TECHNICAL SPECIFICATIONS
APRIL 2024
PREPARED BY:
943 Reserve Drive
Roseville, CA 95678
City of Roseville California RFQ#08-117 DRAWING SHEET i Five Star Intertie Improvement Project
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
DRAWINGS
Project: Five Star Intertie Improvement Project
RSV ECCI COMM
PG&E G
1.EXISTING UTILITIES, PIPELINES, AND STRUCTURES MAY NOT BE COMPLETELY OR ACCURATELY SHOWN. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND SIZES OF ALL EXISTING UTILITIES, PIPELINES, AND STRUCTURESPRIOR TO SHOP DRAWING SUBMITTALS.2.EXISTING UTILITIES, PIPELINES, AND STRUCTURES THAT ARE EXPOSED DURING EXCAVATION SHALL BE SUPPORTED DURING CONSTRUCTION ACTIVITIES.3.ALL QUANTITIES SHOWN ARE APPROXIMATE AND ARE FURNISHED SOLELY FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR INDEPENDENTLY ESTIMATING WORK QUANTITIES PRIOR TOBIDDING.4.UNDERGROUND UTILITY LOCATIONS, AS SHOWN ON THESE PLANS, WERE DETERMINED FROM FIELD MEASUREMENTS, CONSTRUCTION PLANS, RECORD PLANS, OR UTILITY MAPS FURNISHED BY OTHERS. LOCATIONS OF UNDERGROUND UTILITIESARE TO BE REGARDED AS APPROXIMATE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ESTABLISH IN THE FIELD THE ACTUAL LOCATIONS OF ALL UNDERGROUND LINES WHICH MAY IN ANY WAY AFFECT THE WORK.5.THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR MAKING COMPLETE AND ACCURATE ON-SITE DETERMINATIONS OF THE LOCATIONS OF ALL UTILITIES, STRUCTURES AND FIELD CONDITIONS, WHICH MAY AFFECT THE PROGRESSOF THE WORK.6.WHERE PLANS CALL FOR CONNECTING TO OR CROSSING EXISTING UNDERGROUND PIPES, UTILITIES, OR STRUCTURES, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXACT SIZES, TYPES AND LOCATIONS OF EXISTINGIMPROVEMENTS AND TO FURNISH MATERIALS AS NEEDED TO MAKE THE REQUIRED CONNECTIONS OR AVOID THE EXISTING IMPROVEMENT.7.THE FOLLOWING IMPROVEMENTS ARE OWNED AND OPERATED BY THE CITY OF ROSEVILLE:-FIBER OPTIC CONDUIT, CABLE AND PULL BOX-CITY OF ROSEVILLE PLC PANEL-PANELBOARD WITH METER-CONCRETE PADS-BOLLARDS-ASSOCIATED PIPING, APPURTENANCES, CONDUITS AND WIRES8.THE FOLLOWING IMPROVEMENTS ARE OWNED AND OPERATED BY PCWA:-PCWA PLC PANEL-FLOW METER VAULT-PRV VAULT-BUTTERFLY VALVE-ASSOCIATED PIPING, APPURTENANCES, CONDUITS AND WIRES-PRV
EASEMENT LINE
WATERLINEW SANITARY SEWER LINEPG&E GAS LINESTORM DRAIN
ROAD STRIPING
ROSEVILLE ELECTRIC
CONCRETE
DSTORM DRAIN MANHOLESTORM DRAIN CATCH BASIN GRATE MHSANITARY SEWER MANHOLE
EDGE OF PAVEMENT,CURB, AND GUTTER
N 1000.00E 1000.00
CONTROL POINTCOORDINATES
MECHANICAL COUPLINGSLEEVE TYPEFLANGED COUPLINGADAPTER
JOINTPLAIN OR GROOVED ENDOR BALL AND SOCKETPUSH ON, MECHANICAL,MECHANICAL COUPLINGFLANGED JOINT
SOCKET WELDED JOINTWELDED JOINT
SINGLE LINEDOUBLE LINE
ON DRAWING WHERE SECTION IS SHOWN:
SECTION DESIGNATIONS USE LETTERS
SECTION DESIGNATION
SECTION DESIGNATIONDETAIL DESIGNATIONDETAIL DESIGNATIONS USE NUMBERS DETAIL DESIGNATIONON DRAWING WHERE DETAIL IS TAKEN:
DRAWING NUMBERWHERE SHOWNON DRAWING WHERE DETAIL IS SHOWN:DETAILDESIGNATIONDRAWING NUMBERWHERE TAKENDRAWING NUMBER SHOWN AS " - " IF TAKEN &SHOWN ON SAME SHEET.
ON DRAWING WHERE SECTION IS TAKEN:DRAWING NUMBERWHERE SHOWNSECTIONDESIGNATIONDRAWING NUMBERWHERE TAKENDRAWING NUMBER SHOWN AS " - " IFTAKEN & SHOWN ON SAME SHEET.NOTE: NOTE:
FLOW ARROW
BUTTERFLYVALVEBALLVALVE
EXISTING CONTOURSAOFOVER FLOWAVRVAIR VACUUM RELIEFVALVEB/C BACK OF CURBB&CBOX AND COVERBC BRASS CAP FLUSHBCHH BRASS CAP IN HANDHOLEBEGBEGINNINGBF BLIND FLANGEBFPBACKFLOW PREVENTIONBLRDBOLLARDBMBENCH MARKBOBLOW OFFBYPBYPASSCAPCURB ANGLE POINTCATV CABLE TVCHVCHECK VALVECIPCAST IRON PIPECL CENTER LINECOMMCOMMUNICATIONCONCCONCRETECORCORNERD DRAINDET OR DTLDETAILDI OR DIP DUCTILE IRON PIPEDIA, DI, OR Ø DIAMETERDPDIFFERENTIALPRESSUREDWG DRAWINGEA EACHE ELECTRIC, OR EASTECEND OF CURVEEJEXPANSION JOINTEL ELEVATIONELL ELBOWEOPEDGE OF PAVEMENTEX (E)EXISTINGEWEDGE OF WALKFCAFLANGE COUPLINGADAPTORFCVFLOW CONTROL VALVEFFFINISH FLOORFH FIRE HYDRANTFLFLANGEFOFIBER OPTICFVFLOW VALVEG GAS OR GROUNDGAVGATE VALVEHORZ HORIZONTALHP HIGH POINTID INSIDE DIAMETERIE INVERT ELEVATIONINV INVERTIRR IRRIGATIONJNTSJOINTSLTLEFTMAT MATERIALMAX MAXIMUMMH MANHOLEMIN MINIMUMMJ MECHANICAL JOINTN NORTH OR NEWNGNATURAL GROUNDNO.NUMBERNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROHE OVERHEAD ELECTRICO&M OPERATION ANDMAINTENANCEPCWAPLACER COUNTY WATERAGENCY PEPLAIN ENDPIPRESSURE INDICATORPRVPRESSURE REDUCINGOR RELIEF VALVEPSTRPPAINT STRIPEPUEPUBLIC UTILITYEASEMENTPVC POLYVINYL CHLORIDEPWPOTABLE WATERR or RAD RADIUSRED REDUCER or REDUCINGRESTRESTRAINTRSVEROSEVILLE ELECTRICR/W RIGHT OF WAYRT RIGHTS SANITARY SEWER ORSOUTHSCHSCHEDULESDSTORM DRAINSDDISTORM DRAIN DROPINLETSDESTORM DRAINEASEMENTSDMHSTORM DRAIN MANHOLESESEWER LINE EASEMENTSECTSECTIONSPSPECIFICATIONSSSTAINLESS STEELSSMHSANITARY SEWERMANHOLESTDSTANDARDT or TELTELEPHONET/ TOP OFTBCTOP BACK OF CURBTNTOP OF NUTTPTIE-POINTTRANSTRANSMISSION WATERMAINT.S.&V.TAPPING SLEEVE ANDVALVETYPTYPICALUEUNDERGROUNDELECTRICUGUNDERGROUNDUNKUNKNOWNUNOUNLESS NOTEDOTHERWISEV VALVEVERTVERTICALVERZTVERIZONVNTVENTWWATERWEWATERLINE EASEMENTW/WITHW/O WITHOUTWVWATER VALVELCLIP OF CURBPLCPROGRAMMABLE LOGICCONTROLLERSTASTATION 1X-501 AX-301
AX-3011X-501
LEGEND
DOUBLE LINE VALVES
FITTINGS
PRESSURERELIEF VALVE
GENERAL NOTES
1.ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE LATEST EDITION AND AMENDMENTS OF THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS.2.THE CITY OF ROSEVILLE IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL SYSTEM. THE CONTRACTORS SHALL NOTIFY THE U.S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING 1-800-227-2600.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS ON THE JOB SITE.4.ANY EXISTING CONCRETE SURFACE TO BE REMOVED SHALL BE SAW CUT TO A NEAT, STRAIGHT LINE.5.THE CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING ONE-WEEK PRIOR TO STARTING WORK. MEMBERS OF THE CITY OF ROSEVILLE DEVELOPMENT SERVICES DEPARTMENT, ENVIRONMENTAL UTILITIES DEPARTMENT AND ALL OTHER UTILITYREPRESENTATIVES SHALL BE NOTIFIED BY THE CONTRACTOR AS TO THE DATE AND LOCATION OF THE MEETING.6.THE DEVELOPER'S CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT EXISTING SITE AND ADJACENT IMPROVEMENTS FROM DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR MAKE REPLACEMENT OF ALL CRACKED AND OTHERWISEPRE-EXISTING DAMAGED PUBLIC IMPROVEMENTS ALONG THE FRONTAGE OF THE PROJECT SITE AND ANY DAMAGE RESULTING FROM CONSTRUCTION TO CURRENT CITY STANDARDS AND AT THEIR OWN EXPENSE. THE EXTENT OF THE REPAIRS SHALL BE DETERMINEDBY THE DEVELOPMENT SERVICES CONSTRUCTION INSPECTOR AND SHALL BE COMPLETED PRIOR TO THE CITY ACCEPTANCE OF THE IMPROVEMENTS.7.PRIOR TO EXCAVATION OF TRENCHES 5 FEET OR DEEPER, THE CONTRACTOR SHALL SUBMIT TO THE DEVELOPMENT SERVICES DEPARTMENT OR ENVIRONMENTAL UTILITIES DEPARTMENT INSPECTOR A COPY OF THE COMPANY’S ANNUAL CALOSHA TRENCHING PERMITAND A COPY OF THE COMPANY’S LETTER INFORMING CALOSHA OF THE TIME THE TRENCHING IS COMMENCING AND THE LOCATION OF THE WORK.8.ALL PAINTED TRAFFIC STRIPES, ARROWS, AND PAVEMENT MARKINGS SHALL BE CONSTRUCTED WITH THERMOPLASTIC MATERIAL TO THE SPECIFICATIONS SET FORTH IN CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION. NON-REFLECTIVE PAVEMENT MARKERSSHALL CONSIST OF CERAMIC MARKERS ONLY CONFORMING TO CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION.9.WHEN SAWCUTTING WITHIN THE STREET FOR TRENCHING OR OTHER PURPOSES, CONTRACTOR SHALL GRIND 1½” OF PAVEMENT BETWEEN THE LANE LINES (FROM LANE STRIPE TO LANE STRIPE) UPON COMPLETION OF THE SAWCUTTING AND OR TRENCHING WORK.WHERE THE SAWCUTTING OCCURS BETWEEN THE CURB AND GUTTER AND NEAREST LANE STRIPE (INCLUDING BIKE LANES), THE SAME 1 ½” GRIND SHALL BE REQUIRED. CONTRACTOR TO PLACE A PETROMAT FABRIC OR APPROVED EQUAL BY THE CITY OF ROSEVILLEAND OVERLAY FROM LANE STRIPE TO LANE STRIPE, OR CURB TO LANE STRIPE AND RESTRIPE OR REPLACE ANY DELINEATORS REMOVED DURING THE GRIND.10.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT SHALL BE ACCEPTED BY THE ENGINEERING DIVISION OF PUBLIC WORKS BEFORE START OF WORK IN RIGHT-OF-WAY AND SHALL BE IN ACCORDANCE WITH CALIFORNIA MUTCD LATEST EDITION. ATLEAST ONE LANE IN EACH DIRECTION SHALL REMAIN OPEN TO TRAFFIC UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC CONTROL HOURS ARE SUBJECT TO LIMITATION BY THE CITY. TRAFFIC CONTROL WITH LANE CLOSURES THAT AFFECT TRAFFIC FLOW MAYREQUIRE NIGHT WORK. IF, AS A PART OF TRAFFIC CONTROL MEASURES, A ROADWAY CLOSURE HAS BEEN APPROVED, THE CONTRACTOR SHALL NOTIFY DEVELOPMENT SERVICES CONSTRUCTION INSPECTOR 72 HOURS IN ADVANCE OF SETTING UP THIS CLOSURE.11.A.C. SURFACE SHALL BE CUT TO A NEAT, STRAIGHT LINE PARALLEL WITH THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIAL SHALL BE GRADED, RE-COMPACTED, AND RESEALEDPRIOR TO PAVING.12.THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF THE NEW IMPROVEMENTS CONNECTING TO OR IN THE VICINITY OF THE SAME.13.ALL UNDERGROUND UTILITIES WITHIN EXISTING OR PROPOSED CITY OF ROSEVILLE EASEMENTS SHALL REQUIRE A MINIMUM OF 90% COMPACTION ON THE TRENCH BACKFILL. COMPACTION OF BACKFILL BY JETTING IS NOT PERMITTED IN CITY OF ROSEVILLE RIGHT OFWAY AND EASEMENT AREAS OR WITHIN DEDICATED RECLAIMED WATER, STORM OR WATER EASEMENTS AND MAINS.14.THE CONTRACTOR SHALL MARK IN WHITE PAINT ALL AREAS TO BE EXCAVATED PRIOR TO CONTACTING U.S.A. ANY AREAS NOT MARKED WILL NOT BE SUBJECT TO U.S.A., AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM EXCAVATION.
PUBLIC IMPROVEMENTS/NOTES
ProjectClient
Plot Date:12 July 2024 - 12:54 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-G-002.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
ABBREVIATIONS, SYMBOLS,LEGEND, AND GENERAL NOTESG-002 2 OFO. MALKOL. DOWNS / S. SALIHL. DOWNSL. DOWNS BASIS OF BEARINGS:THE BASIS OF BEARINGS FOR THIS SURVEY IS CCS ZONE 2, NAD83 (EPOCH2010.00) AS DETERMINED BYCSDS VSN GPS OBSERVATIONSBENCHMARK:THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88. PROJECT BENCHMARK IS PT. NO. 101.NOTES:THE PURPOSE OF THIS SURVEY IS TO SHOW EXITING UTILITY LOCATIONS AND OTHER SITE FEATURES.1.THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN ARE APPROXIMATE AND BASED ONINFORMATION GATHERED FROM VARIOUS SOURCES OF RECORD.2.THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GURANTEE THAT THEUNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIESSHOWN ARE THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATEDAS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLYLOCATED THE UNDERGROUND UTILITIES.3.THIS SURVEY WAS PREPARED WITH THE BENEFIT OF TITLE REPORT NO. 5026900-6675912, DATEDSEPTEMBER 1ST 2021.4.TOPOGRAPHICAL AND AERIAL SURVEY CONDUCTED BY GHD INC. IN OCTOBER 2021. ACCURACY OFAERIAL SURVEY IS WITHIN 0.1'.CONTROL POINTS
SURVEYOR'S STATEMENT
CONTROL POINT TABLEPOINT #NORTHERNEASTINGELEVATIONDESCRIPTION1011021032047451.732047337.902047464.686770863.016771048.086771029.06230.80232.40231.89CP 60DCP 60DCP X ON TC T
WV
EXISTING FACILITIES
BOLLARDELECTRIC BOX / VALVEFIRE HYDRANTIRRIGATION BOXLIGHT POLETELEPHONE BOXTELEPHONE MANHOLETELEVISION BOXTRAFFIC SIGNAL POLETRAFFIC PULL BOXSIGNWATER METERWATER VALVE
SPOT ELEVATIONX
PG&E ELECTRIC LINE
AT&TVERZ TAT&T LINEVERIZON LINE
ROAD STRIPING
NEW FACILITIESFIBER OPTIC CONDUIT
ABBREVIATIONS
PG&E ECONSOLIDATEDCOMMUNICATION
S
SD
230
STRUCTURE /EQUIPMENT
PLACER COUNTY WATER AGENCY GENERAL NOTES1.PCWA WATER FACILITIES1.1.PLACER COUNTY WATER AGENCY INSPECTOR - PHONE (530) 823-48851.2.PCWA MAP NO. 020-D-151.3.WATER LINES AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AGENCY'S LATEST REVISED SPECIFICATIONS. THE CONTRACTOR SHALL CONTACT PLACER COUNTY WATER AGENCY INSPECTOR FORTY-EIGHT (48) HOURS PRIOR TO THECOMMENCEMENT OF THE INITIAL WATER LINE CONSTRUCTION, AND BY 7:30 A.M. EACH DAY WORK ON WATER INSTALLATION OCCURS. THESE PLANS ARE APPROVED FOR USE FOR WATERLINE IMPROVEMENTS ONLY. CONFLICTS WITH OTHER IMPROVEMENTS SHALLBE THE RESPONSIBILITY OF OTHERS.2.ROCKLIN PRESSURE ZONE, HGL = 440 FT, TEST PRESSURE = 150 PSI(TEST PRESSURE = 1.5 X OPERATING PRESSURE OR 150 PSI, WHICHEVER IS GREATER)3.ALL VALVES, PIPE, FITTINGS, RESTRAINTS, AND APPURTENANCES SHALL BE A MINIMUM PRESSURE CLASS 150 RATING.4.IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE, SERVICES WITH MORE THAN 80 PSI STATIC PRESSURE MUST BE EQUIPPED WITH A PRESSURE REGULATOR SET TO 60 PSI MAXIMUM AND INSTALLED ON THE CUSTOMER'S SIDE OF THE METER. THE REGULATORSHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER.5.RADIUSING OF D.I.P SHALL BE ACCOMPLISHED BY PULLING PIPE AT JOINTS AT A MAXIMUM OF 75% OF THE MANUFACTURER'S MAXIMUM ALLOWABLE DEFLECTION.6.JOINT DEFLECTION AND RADIUSING OR BENDING OF PVC PIPE IS NOW ALLOWED. ANGLE FITTINGS REQUIRED AT ALL DEFLECTIONS OF PVC PIPE.
WV
WV
12" W12" W12" W12" W
12" W
12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD 12" SD
12" SD
12" SD12" SD
12" W12" W12" W
RSV ERSV E
RSV ERSV ERSV ERSV ERSV E
RSV E
RSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV E
AT&TAT&TAT&TAT&T
CCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMM 12" W12" W12" WRSV ERSV ERSV ERSV ERSV E RSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV E
RSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV E
CCI COMM CCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMM
CCI COMMCCI COMMPG&E GPG&E GPG&E GPG&E G
PG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E G 0+00
1+00 2+00 3+00
225.91104FD 1
LANEBIKE
2" PG&E E2" PG&E E2" PG&E E2" PG&E E2" PG&E E2" PG&E E2" PG&E E2" PG&E E4" PG&E E4" PG&E E4" PG&E E4" PG&E E4" PG&E E4" PG&E E4" PG&E E4" PG&E E 6" S6" S6" S6" S6" S6" S6" S6" S6" S6" S6" S
12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD12" SD 2" COMCAST
RSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV E36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD36" SD
RSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV E
CCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMM RSV E
RSV ERSV ERSV E
RSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV ERSV E RSV E
RSV ERSV E
RSV E
RSV E
RSV E
RSV E
RSV ERSV E
PG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E GPG&E G PG&E G
PG&E GPG&E GPG&E GPG&E GPG&E GPG&E G
AT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&TAT&T AT&T
AT&T
CCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMMCCI COMM
CCI COMM
9+40
3+00 4+00 5+00 6+00 7+00
8+00
9+00
0 40'20'10'
MATCH LINE STA. 3+00SEE PLAN ON BOTTOM
GENERAL NOTES1.LOCATION OF EXISTING UTILITIES ANDSTRUCTURES ARE FROM INFORMATIONAVAILABLE AT THE TIME OF DESIGN. EXACTLOCATION AND COMPLETENESS ARE NOTGUARANTEED. CONTRACTOR SHALL NOTIFY THEOWNER AND UNDERGROUND SERVICES ALERT(800) 227-2600 A MINIMUM IF 72 HOURS PRIOR TOANY EXCAVATION AND SHALL POTHOLE FOREXACT LOCATION. CONTRACTOR IS RESPONSIBLEFOR LOCATING EXISTING UTILITIESSHEET KEYNOTES1.(N) 2" SCH 80 PVC CONDUIT FOR FIBER CABLE.INSTALL PER DETAIL 1 ON E-501.2.(N) FIBER CABLE TO BE PROVIDED ANDTERMINATED PER SECTION 40 66 33 FIBER OPTICCOMMUNICATION SYSTEMS OF THESPECIFICATIONS.3.PCWA ARV4.PCWA FLOW METER VAULT SEE MD-1015.PCWA PRV VAULT SEE MD-1016.PCWA WATER VALVE7.(N) ROSEVILLE PLC PANEL8.(N) PCWA PLC PANEL9.(N) PANELBOARD WITH METER10.(N) UTILITY TRANSFORMER BY ROSEVILLEELECTRIC11.(E) ELECTRICAL VAULT12.(E) SLACK AND SPLICE ENCLOSURE13.(E) TRAFFIC LIGHT PEDESTAL14.(E) PULL BOX15.RESTORE SIDEWALK, CURB AND GUTTER PERCITY STANDARD DETAIL ST-17, TYPE 2 ON M-502.MATCH EXISTING WIDTH AND THICKNESS.16.RESTORE LANDSCAPE AND IRRIGATION IN KIND17.INSTALL 7 BOLLARDS EVERY 4' ON CENTER, PERCITY STANDARD DET. ST-38A ON M-502.18.(N) 2'-6"x9'-6" CONCRETE PAD FOR PLCS ANDPANELBOARD PER DET. 3 ON E-501.19.(N) CONCRETE PAD FOR UTILITY TRANSFORMER.CONTRACTOR SHALL PROVIDE PRECASTTRANSFORMER PAD FOR REVIEW AND APPROVALFOLLOWING FINAL TRANSFORMER DESIGNPROVIDED BY ROSEVILLE ELECTRIC.20.(N) FIBER CABLE IN (E) 1.5" CONDUIT21.(N) FIBER CABLE IN (E) CONDUIT, UNKNOWN SIZE22.(N) FIBER CABLE IN (E) 2" CONDUIT23.FALL PROTECTION SUPPORT, SEE DETAIL 2 ONM-502. CENTER ON VAULT.
ProjectClient
Plot Date:12 July 2024 - 12:50 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-C-101.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
CIVIL SITE PLAN AND FIBER OPTICPLANC-101 3 OFO. MALKOM. TRINH / S. SHAMIAM. TRINHM. TRINH
STANFORD RANCH ROAD
STANFORD RANCH ROAD
FIVE STAR BOULEVARD
FAIRWAY DRIVE
MATCH LINE STA. 3+00SEE PLAN ON TOP
11 21910
9 18
8 7
6543 PCWA
CITY OF ROSEVILLE
14 151 14 14
14 14
141421213
114 20
21 22
21 20
20 N
2' MIN
17 EX. SIGN23 PVC RISER
N: 6770878.19E: 2047475.68N: 6770873.10E: 2047490.76N: 6770878.19E: 2047492.19 50' PUBLICUTILITY EASEMENT12.5' PUBLICUTILITY EASEMENT
15 15 1615
16 16 15
PRV VAULT
FLOW METER VAULT
FLOW SHEET KEYNOTES1.REMOVE (E) 10" PRV AND RETURN TO PCWA2.REMOVE (E) EDUCTOR AND PLUG HOLE WITH SST PIPEPLUG RATED FOR 150 PSI TO PREVENT LEAKAGE.3.IF NEEDED FOR INSTALLATION OF THE PRV,CONTRACTOR MAY REMOVE (E) PRESSURE GAUGES4.REMOVE (E) PROPELLER FLOW METER AND RETURNTO PCWA5.(E) LADDER6.REMOVE (E) FCA7.(E) PRESSURE GAUGE8.(E) 2" BALL VALVE (TYP)9.(E) BYPASS10.(E) 2" FLG'D. DIRECT ACTING PRV11.(E) 2" STRAINER W/ BLOWOFF VALVE, BALL TYPE12.(E) 10" STRAINER13.(E) HOSE BIB14.(E) VENT PIPE15.(E) SUMP PIT16.(E) MJxFL ADAPTERS TO REMAIN17.(E) FLOW METER VAULT18.(E) 10" DIP19.(E) PIPE SUPPORT 1 2
45 6
789 1011
12 13
14 7
161716
18 ProjectClient
Plot Date:12 July 2024 - 1:31 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-MD-101.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
7 LANDSCAPINGCURBGUTTER
GENERAL NOTES1.EXISTING EQUIPMENT BACKGROUND, LAYOUT,SECTIONS AND ELEVATIONS ARE BASED ON SITEOBSEVATIONS AND DRAWINGS PROVIDED BY THECITY OF ROSEVILLE / PLACER COUNTY WATERAGENCY: IMPROVEMENT PLANS FOR PRICE CLUBOFF-SITE IMPROVEMENTS, PREPARED BY KIER &WRIGHT (1995).2.CONTRACTOR SHALL COORDINATE WITH THE CITY OFROSEVILLE AND PCWA REGARDING THE SHUTDOWNOF EXISTING FIVE STAR INTERTIE SYSTEM TO REMOVEPORTIONS IDENTIFIED ON THE PLANS.3.CONTRACTOR TO PROTECT EXISTING FACILITIES /EQUIPMENT TO REMAIN IN PLACE.4.CONTRACTOR SHALL FIELD VERIFY EXISTING FIELDCONDITIONS PRIOR TO START OF WORK AND NOTIFYTHE ENGINEER OF ANY DISCREPANCIES.
PRV VAULT AND FLOW METERDEMOLITION PLANMD-101 4 OFO. MALKOL. DOWNS / S. SALIHL. DOWNSL. DOWNS 3 15
19 8
19 19 19
PRV VAULT PLAN
ProjectClient
Plot Date:12 July 2024 - 1:17 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-M-101.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
FLOW METER PLAN
FLOW
GENERAL NOTES1.EXISTING EQUIPMENT BACKGROUND, LAYOUT,SECTIONS AND ELEVATIONS ARE BASED ON SITEOBSEVATIONS AND DRAWINGS PROVIDED BY THECITY OF ROSEVILLE / PLACER COUNTY WATERAGENCY: IMPROVEMENT PLANS FOR PRICE CLUBOFF-SITE IMPROVEMENTS, PREPARED BY KIER &WRIGHT (1995).2.CONTRACTOR SHALL COORDINATE WITH THE CITY OFROSEVILLE AND PCWA REGARDING THE SHUTDOWNOF EXISTING FIVE STAR INTERTIE SYSTEM TO REMOVEPORTIONS IDENTIFIED ON PLAN.3.CONTRACTOR TO PROTECT EXISTING FACILITIES /EQUIPMENT TO REMAIN IN PLACE.4.CONTRACTOR SHALL FIELD VERIFY EXISTING FIELDCONDITIONS PRIOR TO START OF WORK AND NOTIFYTHE ENGINEER OF ANY DISCREPANCIES.
SHEET KEYNOTES1.INSTALL (N) 10" PRV CLA-VAL MODEL 131-012.(E) PRV VAULT3.IF NEEDED FOR INSTALLATION OF THE PRV, CONTRACTOR MAY REMOVE (E)PRESSURE GAUGES4.INSTALL (N) 10" MAGNETIC FLOW METER5.(E) LADDER6.(N) 10" FCA7.(E) PRESSURE GAUAGE8.(N) 1-1/2" PVC SCH 80 DISCHARGE PIPE9.(E) BYPASS10.(E) 10" STRAINER11.(E) HOSE BIB12.(E) MJxFL ADAPTERS TO REMAIN13.(E) FLOW METER VAULT14.(E) 10" DIP15.(N) 10" DIP SPOOL PExFL16.(E) AVRV VAULT17.(N) 10" BUTTERFLY VALVE WITH 2" NUT AND VALVE BOX. SEE PCWA STANDARDDETAIL S106, S107, S109 AND S112 ON M-50118.(E) 12"x10" REDUCER, LOCATION TO BE FIELD VERIFIED19.(N) 1-1/2" PIPE TO PENETRATE CURB AND DISCHARGE FLOW INTO THE GUTTER20.(N) WALL PENETRATION PER PCWA STANDARD DETAIL S405 ON M-50221.(N) SUMP PUMP WITH CHECK VALVE ON SUCTION LINE22.FILL (E) SUMP WITH NON-SHRINK GROUT, FLUSH WITH EXISTING VAULT FLOOR23.(E) 12" DIP24.(N) FLANGE PIPE SUPPORT PER DET. 1/M-5021 45 6 7
9 10 11 12
1312
14 16 17 18
19 21
22 2
3 146
LANDSCAPECURBGUTTER
8 23
6 15
PRV VAULT AND FLOW METERPLANM-101 5 OFO. MALKOL. DOWNS / S. SHAMIAL. DOWNSL. DOWNS 15 20 6
50" MIN. CL (N) FLOW METER TO CL (E) AVRV6
2424
2424
FLOW
GENERAL NOTES
SHEET KEYNOTES1.(E) VAULT HATCH2.(E) PRESSURE GAUGE.3.(E) 2" BY-PASS NOT SHOWN FOR CLARITY. (SEE DWGM-101 FOR DETAIL)4.(N) 10" MAGNETIC FLOW METER5.(N) 1-1/2" CHECK VALVE6.(N) FLANGE PIPE SUPPORT PER DET. 1/M-502.7.(E) 10" WYE STRAINER8.(N) 1-1/2" BALL VALVE9.(N) SUMP PUMP10.(N) 10" FCA11.(E) HOSE BIBB12.(N) 10" PRV13.(E) LADDER14.(E) PRV VAULT15.(E) VENT PIPE16.(N) STRUT PIPE SUPPORT BY ANVIL OR EQUAL, EVERY5', MATERIAL GALVANIZED STEEL17.(E) MJxFL ADAPTERS TO REMAIN18.(E) 10" DIP19.(N) 10" DIP SPOOL FLxPE20.(N) 1-1/2" SCH 80 PVC ROUTE TO CURB21.(N) WALL PENETRATION PER PCWA STD. DET. S405 ONM-502 4 1717
18 1
2 3 7 9
10 1213
14 15
20 PRV VAULT
12" FROM TOP
1.EXISTING EQUIPMENT BACKGROUND, LAYOUT,SECTIONS AND ELEVATIONS ARE BASED ON SITEOBSEVATIONS AND DRAWINGS PROVIDED BY THECITY OF ROSEVILLE / PLACER COUNTY WATERAGENCY: IMPROVEMENT PLANS FOR PRICE CLUBOFF-SITE IMPROVEMENTS, PREPARED BY KIER &WRIGHT (1995).2.CONTRACTOR SHALL COORDINATE WITH THE CITY OFROSEVILLE AND PCWA REGARDING THE SHUTDOWNOF EXISTING FIVE STAR INTERTIE SYSTEM TO REMOVEPORTIONS IDENTIFIED ON THE PLANS.3.CONTRACTOR TO PROTECT EXISTING FACILITIES /EQUIPMENT TO REMAIN IN PLACE.4.CONTRACTOR SHALL FIELD VERIFY EXISTING FIELDCONDITIONS PRIOR TO START OF WORK AND NOTIFYTHE ENGINEER OF ANY DISCREPANCIES. 6 191085
6 21
10 ProjectClient
Plot Date:12 July 2024 - 1:20 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-M-301.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
PRV VAULT AND FLOW METERSECTIONSM-301 6 OFO. MALKOL. DOWNS/ S. SALIHL. DOWNSL. DOWNS
MAGNETIC FLOW METER
1611 19
16 ProjectClient
Plot Date:12 July 2024 - 1:23 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-M-501.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
MECHANICAL DETAILS - 1M-501 7 OFO. MALKOL. DOWNS / S. SALIHL. DOWNSL. DOWNS
BUTTERFLY VALVE
BUTTERFLY VALVE
- MODIFIED
1'-6" ØMIN
4'-9" MIN EMBEDMENT
DBI SALA FALL PROTECTIONSYSTEM MODEL 8510109CONC COLLAR, EXTENDTO ADJACENT CONC OR24" FROM CL OF FOOTING
EXISTING CONCPRV VAULT
EXISTINGSIDEWALK
(2) #4 CLOSED TIES INTOP 3" OF CONC FOOTINGDBI SALA EMBEDDEDBASE, INSTALL PERMFR INSTRUCTIONS NEW CONCFOOTING#4 CLOSEDTIES @ 8" OCFULL HEIGHT
(4) #4 DOWELSW/ STD HOOK,EQUALLY SPACED3"3"
3" CLRTYP2" CLRTYP
ProjectClient
Plot Date:12 July 2024 - 1:27 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-M-502.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
MECHANICAL DETAILS - 2M-502 8 OFO. MALKOL. DOWNS / S. SALIHL. DOWNSL. DOWNS ADJUSTABLE PIPESUPPORT, GRINNELFIG 264 OR EQUAL'B'
'D'TO SUIT'C' 150 LB. THREADEDREDUCING FLANGE,GALVANIZED 3" MIN. SS ANCHOR BOLT OR SS ADHESIVECAPSULE ANCHOR WITH (2) NUTS EACH,SIZE TO SUIT FLANGE. TYPICAL OF (4) 1" MIN. DRY PACK
U-BOLT PIPE SUPPORTGRINNELL FIG 259 OR EQUAL
'A'
ADJUSTABLE PIPE SUPPORTAPPROXIMATE DIMENSION IN INCHESPIPESIZEABCDMINDMAX2 1/233 1/246810121416182024303236 2 1/22 1/22 1/23333344666666
1 1/21 1/21 1/22 1/22 1/22 1/22 1/22 1/2333 1/23 1/24444 99999999111113 1/213 1/213 1/213 1/213 1/213 1/2
88 1/48 1/210 1/411 5/813 5/814 5/815 5/818 5/819 7/821 1/423 1/426 1/229 5/830 5/832 5/8 11 1/211 3/415 1/416 1/218 1/419 3/420 3/422 1/425 1/228 1/431 1/232 1/434 3/4SADDLEU-BOLTNOTES:1.UNDER VALVES, METERS, OR OTHER SPECIAL APPURTENANCES A FABRICATED SUPPORT PIECE MAY BE BE UTILIZED AS ACCEPTABLE TO ENGINEER.2.WHERE SHOWN UNDER PIPE OR VALVE FLANGE, PROVIDE FLANGE CRADLE SUPPORT BY MATERIAL RESOURCES OR ENGINEER APPROVED EQUAL.3.HOT DIP GALVANIZE AFTER FABRICATION AND TOUCH-UP WITH COLD GALVANIZING COMPOUND AFTER INSTALLATION.4.PROVIDE STAINLESS STEEL UNITS AS INDICATED BY NOTE ON SPECIFIC DRAWING.5.SIZE OF SUPPORT COMPONENTS AND THEIR CONNECTIONS SHOWN FOR PIPE, DUCT, HVAC, AND EQUIPMENT ANCHORAGE SYSTEM ARE MINIMUM REQUIREMENTS (INCLUDING ANCHOR BOLT SIZE, SPACING, ANDEMBEDMENT LENGTH). CONTRACTOR SHALL DESIGN ALL SUPPORT COMPONENTS AND THEIR CONNECTIONS PER SPECIFICATIONS AND INCREASE SIZES AS REQUIRED BY DESIGN CALCULATIONS.6.WHEN PIPE SUPPORTS ARE NOT PLASTIC COATED, SHIELDED OR LINED, ALL PVC, COPPER, AND STAINLESS STEEL PIPING SHALL BE WRAPPED AT SUPPORT POINTS WITH 70 MILS TEFLON OR PVC TAPE. 'B'
'A''C'
'D'TO SUIT
'B''A''C'
'D'TO SUIT
FLANGE
FLANGESUPPORT
1-PIPE SUPPORTSCALE: NTS
2-FALL PROTECTION SUPPORTSCALE: NTS
ProjectClient
Plot Date:12 July 2024 - 1:00 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-E-001.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
ANNOTATION
SWITCHING
LIGHTING
CONDUIT
MAIN SWITCHBOARDDISTRIBUTION PANEL BOARDCOMBINATION METER/MAIN SERVICE PANELBRANCH CIRCUIT PANEL BOARD, SURFACE OR FLUSH MOUNTEDLIGHTING CONTROL PANELSIGNAL TERMINAL CABINET OR CONTROL PANELSURFACE OR FLUSH MOUNTEDSIGNAL TERMINAL BACKBOARDCONCRETE UNDERGROUND HAND HOLE(NUMBER DENOTES CHRISTY SIZE)FIELD EQUIPMENT
EQUIPMENT
OR
ORN30
DENOTES # OFTELEPHONE JACKSDENOTES # OFDATA JACKS
LL
OR
OR
DENOTES HEIGHT IN INCHESAFF (INTERIOR) AFG (EXTERIOR)
GENERAL ELECTRICAL NOTESELECTRICAL SYMBOLS LEGEND
KEYNOTERACEWAY, FEEDER OR CIRCUIT DESIGNATION (SEE SCHEDULE)LIGHTING FIXTURE TYPE MECHANICAL EQUIPMENT DESIGNATIONDESIGNATION(SEE SCHEDULE)(SEE SCHEDULE)DETAIL INDICATOR SECTION INDICATOR CCTV CAMERA, CEILING MOUNTINTERCOM CALL IN SWITCH - MOUNTING HEIGHT: +44" AFF, UONTELEPHONE OUTLET FOR WALL MOUNTED TELEPHONEMOUNTING HEIGHT: +44" AFF UONDATA OUTLET - MOUNTING HEIGHT: +18" AFF UONTELEPHONE/DATA OUTLET, FLUSH TYPE UONMOUNTING HEIGHT: +18" AFF UONSURFACE RACEWAY WITH POWER AND TELEPHONE/DATA RECEPTACLES AS INDICATED DUPLEX RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE,MOUNTING HEIGHT: +18" AFF UONDUPLEX RECEPTACLE - SPLIT WIRED, SWITCHEDDUPLEX RECEPTACLE - EMERGENCY POWERDUPLEX RECEPTACLE - CEILING MOUNTEDFLOOR RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE,FLUSH TYPE UONDOUBLE DUPLEX RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE,MOUNTING HEIGHT: +18" AFF UONSINGLE RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE,MOUNTING HEIGHT: +18" AFF UONSPECIAL PURPOSE RECEPTACLE AS DESIGNATEDSEE 'SPECIAL SYMBOLS' ON EACH SHEETDUAL SERVICE RECESSED FLOOR BOX WITH DUPLEX AND DATA RECEPTACLESJUNCTION BOX, CODE SIZED UONFLOOR JUNCTION BOXDISCONNECT SWITCH - FUSED WHERE APPLICABLEMOTOR STARTER, COMBINATION WITH DISCONNECT SWITCHMOTOR STARTER OR CONTROLLERMOTOR CONNECTIONCEILING EXHAUST FANWATER HEATERPOWER POLE: P=POWER, T=TELEPHONE, D=DATA, C=COMBINATIONTEST PORTGROUND RODGUY WIRE AND ANCHORTHERMOSTAT (SEE MECHANICAL DRAWINGS)COORDINATE MOUNTING HEIGHTBYPASS TIMER OR TIME SWITCHPUSHBUTTONLIGHTING CONTACTOR
CONDUIT INSTALLED ABOVE GRADECONDUIT INSTALLED UNDERGROUND OR UNDER SLABCONDUIT STUB-OUT WITH CAPFLEXIBLE CONDUIT WHIP TO LIGHT FIXTURE OR EQUIPMENT LIGHTING FIXTURE, RECESSEDRECESSED DOWN LIGHT FIXTURERECESSED DIRECTIONAL FIXTURE (ARROW INDICATES AIMING)LIGHTING FIXTURE, SURFACE MOUNTEDSURFACE, PENDANT OR OTHER FIXTURELARGE DIAMETER PENDANT, DEPICTING APPROXIMATE DIAMETERLIGHTING FIXTURE, WALL MOUNTEDWALL-MOUNTED HID, INCANDESCENT, OR COMPACT FLUORESCENT FIXTURELIGHTING FIXTURE, PENDANT OR CABLE HUNGLIGHT TRACK AND TRACK-MOUNTED FIXTURESBATH FAN WITH INTEGRAL LIGHTEXIT SIGN, SINGLE FACE WITH DIRECTIONAL ARROWS AS INDICATEDEXIT SIGN, DOUBLE FACE WITH DIRECTIONAL ARROWS AS INDICATEDEXIT SIGN, LOW LEVELCOMBINATION EXIT/EMERGENCY LIGHT FIXTUREMOUNTING HEIGHT: +8'-0" AFF, UONEMERGENCY FIXTUREMOUNTING HEIGHT: +8'-0" AFF, UONDENOTES FIXTURE CONNECTED TO EMERGENCY CIRCUITADJUSTABLE SPOT OR FLOOD (ARROW INDICATES AIMING)OUTDOOR SITE LIGHT, POLE MOUNTED LUMINAIRE ARROWINDICATES AIMING DIRECTION, IF APPLICABLEBOLLARD OR POST-TOP FIXTURE LIGHT SWITCH, SPST - MOUNTING HEIGHT: +44" AFF, UONLIGHT SWITCH, DPST - MOUNTING HEIGHT: +44" AFF, UONLIGHT SWITCH, 3-WAY - MOUNTING HEIGHT: +44" AFF, UONLOW VOLTAGE SWITCH, MOMENTARY CONTACT, 3-POS., CENTER-OFF, MOUNTINGHEIGHT: +44" AFF, UONTIMER SWITCH - MOUNTING HEIGHT: +44" AFF, UONCIRCUIT AND SWITCH DESIGNATION FOR LIGHTING FIXTURE
CIRCUIT AND RELAY DESIGNATION FOR LIGHTING FIXTURES(SEE CORRESPONDING LIGHTING CONTROL PANEL RELAY SCHEDULE)PHOTO CONTROL SWITCH - MOUNT ON BUILDING EXTERIORTIME CLOCK FOR LIGHTING CONTROL 1aDENOTESSWITCHDENOTESCIRCUIT
DENOTESSWITCH
6R5DENOTESRELAYDENOTESCIRCUIT
COMMUNICATION
POWER
#10
CONDUIT HOME RUN TO DESIGNATED PANEL, TERMINAL, OR CONTROL CABINETEXAMPLES:
NOTE FOR CONDUIT: THE TIC MARKS INDICATE THE QUANTITY OF #12 AWG WIRESOR, IF INDICATED, THE QUANTITY OF OTHER SIZE WIRE OR CABLES.SEE THE SINGLE LINE DIAGRAM FOR FEEDER SIZES.EXAMPLES:= (3) #12= (2) #10 L1-4INDICATESBRANCH PANEL
INDICATES CIRCUITBREAKER I.D.
COMMA INDICATES MULTIPLESINGLE POLE CIRCUITSL1-6,8L1-10/12SLASH INDICATESMULTI-POLE CIRCUIT = (1) TYPE F1 CABLE. SEE CABLE SCHEDULE.
OR
OR
OBJECT LINESNEW OBJECTS(HEAVY CONTINUOUS LINES, UNDERGROUND CONDUITHEAVY DASHED LINES)EXISTING OBJECTS TO REMAIN. MAY INCLUDE NEW CIRCUITING ETC.(FINE CONTINUOUS LINES, UNDERGROUND CONDUITFINE DASHED LINES)EXISTING OBJECTS TO BE DEMOLISHED(EXTRA FINE DASHED LINES, SCREENED) ABBREVIATIONS(D)DEMOLISH(E)EXISTING(F)FUTURE(N)NEWAAMPERESACALTERNATING CURRENTAFAMP FRAMEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAHUAIR HANDLING UNITAICAMPS INTERRUPTING CAPACITYANNANNUNCIATORATSAUTOMATIC TRANSFER SWITCHAWGAMERICAN WIRE GAUGEBATBATTERYBFGBELOW FINISH GRADECATVCABLE TELEVISIONCCONDUITCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCOCONDUIT ONLYCPTCONTROL POWER TRANSFORMERCTCURRENT TRANSFORMERCUCOPPERDCDIRECT CURRENTEFEXHAUST FANEGUENGINE GENERATOR UNITEMEMERGENCYEMTELECTRICAL METALLIC TUBINGENTELECTRICAL NON-METALLIC TUBINGEPEXPLOSION PROOFFAFIRE ALARMFACPFIRE ALARM CONTROL PANELFCFOOT CANDLEFUFUSEGNDGROUNDGFCIGROUND FAULT CIRCUIT INTERRUPTERGFIGROUND FAULT INTERRUPTERGFRGROUND FAULT RELAYHIDHIGH INTENSITY DISCHARGEHOA"HAND-OFF-AUTO" SWITCHHPHORSEPOWERHPSHIGH PRESSURE SODIUMHVACHEATING, VENTILATION & AIR-CONDITIONINGIGISOLATED GROUNDJBJUNCTION BOXKAICKILO-AMPS INTERRUPTING CAPACITYKVKILOVOLTKVAKILOVOLT-AMPKWKILOWATTKWHKILOWATT-HOURLPSLOW PRESSURE SODIUMLVLOW VOLTAGEMCBMAIN CIRCUIT BREAKERMCCMOTOR CONTROL CENTERMCPMOTOR CIRCUIT PROTECTORMFRMANUFACTURERMHMETAL HALIDEMLOMAIN LUGS ONLYMVMEDIUM VOLTAGENICNOT IN CONTRACTNLNIGHT LIGHTNTSNOT TO SCALEOCON CENTERPAPUBLIC ADDRESSPTPOTENTIAL TRANSFORMERPVCPOLYVINYL CHLORIDEPBPULL BOX, ELECTRICALRECPTRECEPTACLE, OUTLETRGSRIGID GALVANIZED STEEL (CONDUIT)RVSSREDUCED VOLTAGE SOFT STARTRTUREMOTE TERMINAL UNITTVTELEVISION MONITOR (SET)TVSSTRANS. VOLT. SURGE SUPPRESSORUFUNDER FLOORUGUNDERGROUNDUONUNLESS OTHERWISE NOTEDUPSUNINTERRUPTIBLE POWER SUPPLYVVOLTVAVOLT-AMPVFDVARIABLE FREQUENCY DRIVEWPWEATHERPROOFWPIWEATHERPROOF IN USEXFMRTRANSFORMER OR
PCTC
LAT
32 1
J
J
JI1212 TYPEWATT UNITNO1X-501 AX-301
NO
F1
LCBT
PWHWH
T
M
JJ
C
+48" 1.AL WORK SHALL CONFORM TO THE LATEST ADOPTED VERSION OF THE CALIFORNIA ELECTRICALCODE (CEC).2.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLEMANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCTALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. ASREQUIRED TO MAINTAIN SAFETY.3.PRIOR TO COMMENCING WORK ON EXISTING SYSTEMS OR WHERE EXISTING SYSTEMS REQUIRETEMPORARY SHUT DOWNS, COORDINATE WITH OWNERS REPRESENTATIVE. WHEREDISCONNECTING, MODIFYING OR WORKING ON EXISTING EQUIPMENT OR SYSTEMS, PROVIDE AWRITTEN METHOD OF PROCEDURE OUTLINING DATES, TIMES, DURATION AND DESCRIPTION OFPROPOSED WORK FOR APPROVAL PRIOR TO COMMENCING WORK . WORK ON EXISTINGEQUIPMENT SHALL NOT COMMENCE UNTIL WRITTEN AUTHORIZATION IS GIVEN BY THE OWNERSREPRESENTATIVE.4.ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTINGLABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERSINSTRUCTIONS.5.ALL EQUIPMENT SHALL BE GROUNDED PER THE REQUIREMENTS OF CEC ARTICLE 250.EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL POWER SYSTEM RACEWAYS.6.APPROVED CONDUIT FOR THIS PROJECT SHALL BE AS FOLLOWS:6.A.PVC SCHEDULE 40 - UNDERGROUND AND BELOW / IN SLAB.6.B.PVC COATED RIGID GALVANIZED STEEL (RGS) - UNDERGROUND ELBOW / RISER TO ABOVE GRADE AND WHERE CONDUIT IS EXPOSED.6.C.ELBOW TRANSITION FROM UNDERGROUND - RIGID GALVANIZED STEEL (RGS)6.D.MINIMUM CONDUIT SIZE: 3/4".7.PULLROPES: ALL RACEWAYS WITHOUT CONDUCTORS SHALL BE INSTALLED WITH MINIMUM 200POUND TEST PULL LINE.
ELECTRICAL NOTES, SYMBOLS,AND ABBREVIATIONSE-001 9 OFT. MASUIT. MASUIM. MARDIM. MARDI M M
ELECTRICAL SITE PLANSCALE: 1/4" = 1'-0"
ProjectClient
Plot Date:12 July 2024 - 1:03 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-E-101.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
(E) ELECTRICAL VAULT
P02
P01
6040FIT 6020PIT6010PRV6030PIT
6080LSHPMP-1
(E) FLOWMETER VAULT
P05P04 C03C04A03A04
C01A01C02A02
A05
(E) PRV VAULT
N
0 8'4'2' ELECTRICAL GROUNDING PLANSCALE: 1/4" = 1'-0"
(E) ELECTRICAL VAULT
N
0 8'4'2'
SHEET GENERAL NOTES1.ROSEVILLE ELECTRIC TO PROVIDE TRANSFORMER AND CABLES TO PANEL-1.2.PROVIDE #4/0 AWG BARE COPPER FOR GROUND RING.3.REFER TO SHEET E-602 FOR CONDUIT SCHEDULE.4.CONTRACTOR TO PROVIDE PRECAST TRANSFORMER PAD FOLLOWING FINAL PLANPROVIDED BY ROSEVILLE ELECTRIC. (E) FLOWMETER VAULT
(E) PRV VAULT
5E-501GROUNDING WELL
7E-501GROUNDING ROD
PCWA PLCFSV01ROSEVILLE PLCFSV02 #4/0 BARE COPPERGROUNDING CONDUCTOR P03S03 S02
S01
6050ZSH
6060ZSH
PANEL-1
BOLLARDSBOLLARDSSEE C-101AND M-502
C06
C05
PANEL-1
UTILITY XFMR UTILITY XFMR
3E-501 6040FE
ELECTRICAL SITE PLAN ANDGROUNDING PLANE-101 10 OFT. MASUIT. MASUIM. MARDIM. MARDI PLCFSV01PLCFSV02
SHEET KEYNOTES1.RESTORE SIDEWALK IF DAMAGED PER CITY STANDARD DETAIL ST-17, TYPE 2. MATCHEXISTING WIDTH AND THICKNESS. 1 1(N) FIBER CABLESEE C-101
1TRENCH SECTIONNOT TO SCALE
NOTES:1. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 12" WHENCROSSING UTILITIES. ROUTE CONDUIT EITHER ABOVE OR BELOWOTHER UTILITIES AS NECESSARY TO ACHIEVE THIS SEPARATIONWHILE MAINTAINING THE MINIMUM BACKFILL COVERAGE.2. PROVIDE BASE AND INTERMEDIATE CONDUIT SPACERS.3.USE 3500 PSI RED CONCRETE FOR LIGHT TRAFFIC. APPLY REBARFOR HEAVY TRAFFIC.4. MINOR CONCRETE CONFORMING TO THE PROVISIONS IN SECTION71-5B OF THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTIONSTANDARDS, "CONCRETE", WITH FINE AGGREGATE (PEA GRAVELMIX). CONCRETE SHALL BE FLOWABLE AT DISCRETION OF CITYINSPECTOR.
ROCK FREE NATIVEBACKFILL, 95%COMPACTION
SUB-BASE AND SURFACE TO MATCHSURROUNDING CONDITIONS24" MIN. COVER6"
AS REQUIRED
3" 2"MIN 6" FOIL BACK WARNINGTAPE
WRAP STEEL CONDUIT WITHINSULATING TAPE
RIGID GALVANIZED STEEL PVC COATED ELBOWPVC SCH 40COUPLING AS NECESSARY TOACCOMMODATE TRENCHDEPTH 24" MIN.FINISH GRADE
COUPLING
4-INCH MIN.PVC COATED RIGIDGALVANIZED STEELCONDUITTHREADED COUPLING (W/PLUGDURING CONCRETE PLACEMENT) 3EQUIPMENT PADNOT TO SCALE
NOTE:ADJUST CONCRETE PAD SIZE TO MATCH EQUIPMENT PROVIDED. 6" MIN. COMPACTED AGG. BASEOVER COMPACTED SUBGRADE
6" U.N.O(ALL SIDES)FINISH GRADE
3" CLR.
#5 @ 12" O.C. EACH WAYMID-DEPTH.
THREADED ROD IN HILTI SET HIT-RE 500 V3EPOXY EMBEDDED 4" INTO EXISTING CONCRETEAT EACH MOUNTING HOLE (2" MIN EACHFOOTING, 4" TOTAL), SIZE OF THREADED ROD TOMATCH DIAMETER OF MOUNTING HOLE, SPECIALINSPECTION REQUIRED. CONTRACTOR TOPROVIDE SEISMIC CALCULATIONS.FRONT OF ENCLOSURE4" 4"~1"
GROUND CABLE TO EQUIPMENTOR STRUCTURE
FINISHED FLOOR
PVC PIPE SLEEVE,SCHEDULE 40, 1"C, #4/0
4TYPICAL CONDUIT STUB UPNOT TO SCALE
8"
8" (MIN)18" SQUARE
GROUND CONDUCTOR AS INDICATED IN DRAWINGS SUB GRADE
FIN. GRADECONCRETE LIDCONCRETE GROUND WELL
NON REINFORCED CONCRETEPVC 6" MIN. INSIDE4"8"
8" (MIN)18" SQUARE
GROUND ROD ELECTRODE(3/4"x10' LONG, 316SS)
BRICK LEVELINGCOURSE
FIN. GRADECONCRETE LIDCONCRETE GROUND WELLEXOTHERMIC WELD 5TYPICAL GROUND WELL DETAILNOT TO SCALE
3"MIN3"MIN
8"
6CONDUIT PENETRATIONNOT TO SCALE
CONDUIT
FILL WITHNON-SHRINK GROUT
PRECAST VAULT
NOTE:1.ORDER THE PRECAST VAULT WITH THE PROPER NUMBER OF PENETRATIONS.2.FILL IN THE SPACING ON THE PENETRATION AS SHOWN.
GROUND SURFACE
#4/0 BARE STRANDEDCOPPER CABLE
21GROUND ROD:CONNECTOR:
2 1 MIN.2'-6"
#4/0 BARE STRANDEDCOPPER CABLE
COPPERWELD, 3/4" DIA. x 10' LG.CADWELD
7GROUND RODNOT TO SCALE
PEA GRAVELS
ProjectClient
Plot Date:12 July 2024 - 1:04 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-E-501.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
ELECTRICAL DETAILS - 1E-501 11 OFT. MASUIT. MASUIM. MARDIM. MARDI GROUND, #4/0 AWGBARE COPPER
2GROUND CABLE STUB UPNOT TO SCALE
CONCRETE REINFORCED DUCT BANK (3500PSI)WITH (2) #4 ALONG THE BANK, 3" OFF THEEDGE AT EACH CORNER AND INSTALL A REBARLOOP AROUND THE DUCT BANK EVERY 4'.
ProjectClient
Plot Date:12 July 2024 - 1:06 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-E-502.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
2MAGNETIC DOOR SWITCHNOT TO SCALE
3MAGNETIC FLOW METER WIRING DETAILNOT TO SCALE4GAGE PRESSURE TRANSMITTER WIRING DETAILNOT TO SCALE
LEVELFLOAT SWITCHMOTOR
NL
FIT
FE GROUNDING RING (TYPICAL OF 2 FOR EACHTRANSMITTER)
SEE PLAN DRAWINGSFOR LOCATION ANDCLASSIFICATION
(UNCLASSIFIED)
120V,1ɸ(FROM PLCCABINET)
PLC
MANUFACTURERSSUPPLIED CABLES1#14 GROUND(TYPICAL)1#14 GROUND(TYPICAL)MANUFACTURERSSUPPLIED CABLES TYPICAL FORPRV UPSTREAM PRESSUREPIT-6020 TO PLCFSV01PRV DOWNSTREAM PRESSUREPIT-6030 TO PLCFSV01TYPICAL FORFIVE STAR INTERTIE FLOWFIT/FE-6040 TO PLCFSV01 MAGNETIC DOOR SWITCH GENERAL NOTES:1.SUPPLY MAGNETIC DOOR SWITCHES AND MOUNTING HARDWARE FOR ALL MAN-DOORS.2.ALL JUNCTION BOXES CONTAINING INTRUSION SYSTEM WIRING SHALL UTILIZE TAMPER-RESISTANTPIN AND HEX SCREWS. PROVIDE TWO TOOLS TO OWNER TO OPERATE THESE SCREWS.3.MAGNETIC SWITCHES FOR DOORS SHALL BE MAGNETIC CONTACT w/ARMORED CABLE RATED ATNEMA 4/4X. MAGNETIC MAN DOOR SENSORS ARE TO BE "SENTROL 2505A-1 MAGNETIC CONTACT w/ARMORED CABLE" OR EQUAL.4.SUBMIT SHOP DRAWINGS FOR ALL COMPONENTS PROVIDED PER THIS DRAWING.5.EACH DOOR SWITCH SHALL BE DEDICATED CONDUIT RUN TO STATION PLC CONTROL PANEL.6.PROVIDE TWO UNINSTALLED SPARE MAGNETIC CONTACTS AND SENSORS. (TYPICAL)
TO STATION PLCCONTROL PANEL
MAGNETICDOOR SWITCH
ELECTRICAL DETAILS - 2E-502 12 OFT. MASUIT. MASUIM. MARDIM. MARDI PANEL-1
1SUMP PUMP WIRING DIAGRAMNOT TO SCALE
PLC#16 STP
PLCFSV01G
1243 PIN 1: 8-30VDCPOWER
M12x1 CIRCULARCONNECTOR MALE 4 PIN
1/4" NPT MALE
5CRD-34 CABLE CODENOT TO SCALE
SINGLE LINE DIAGRAMNO SCALE
100A2P
M
20A1P 20A1P 20A1P 20A1P 20A1P 20A1P 20A1P
UTILITY BY CITY
(E) ELECTRICAL VAULT12KV
UTILITY TRANSFORMER12KV//240/120VAC
P01
METER240/120VAC, 100A
240/120VAC, 1P, 3W, 100A, 10KAIC
PLCPLC
SUMP PUMPPMP-1
PCWA PLC PANELPLCFSV01
ROSEVILLE PLC PANELPLCFSV02
SPARE
SPARE
SPARE
SPARE
ProjectClient
Plot Date:12 July 2024 - 1:08 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-E-601.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
P02 P03P04P05
PANEL-1
SHEET KEYNOTES1.PROVIDE 120VAC POWER TO FIT-6040 FROM PLCFSV01. FIT-6040 LOCATED INSIDE SAMEENCLOSURE.2.OWNED BY CITY OF ROSEVILLE.3.OWNED BY PCWA. 1 ELECTRICAL SINGLE LINEDIAGRAME-601 13 OFT. MASUIT. MASUIM. MARDIM. MARDI GN
2 2
3 CONDUIT SCHEDULENO SCALE
ProjectClient
Plot Date:12 July 2024 - 1:10 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-E-602.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
ELECTRICAL CONDUIT SCHEDULEE-602 14 OFT. MASUIT. MASUIM. MARDIM. MARDI
ProjectClient
Plot Date:12 July 2024 - 1:12 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-I-001.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
GATEVALVE SYMBOLSKNIFE GATEBUTTERFLYGLOBEBALLPLUGSEAT PORTECCENTRIC PLUGPINCHNEEDLE
CHECK VALVEBALL CHECKMULTI-PORTPRESSURE RELEASEAIR AND/OR VACUUMRELEASEREGULATED SIDEPRESSURE CONTROLPRESSURE BYPASS(IN-LINE)
ACTUATOR SYMBOLSELECTRIC W/POSITIONER
MISCELLANEOUS SYMBOLS
MOTOR CONTROLLER
HYDRAULICSOLENOIDPNEUMATIC W/SOLENOID
NOTE:ON LOSS OF PRIMARY POWER (PNEUMATIC,ELECTRICAL OR HYDRAULIC)XX:FO= FAIL OPENFC=FAIL CLOSEDFLP=FAIL TO LAST POSITION EQUIPMENT SYMBOLSNOTE: XX:AS=ADJUSTABLE SPEEDCENTRIFUGAL PUMP(DRY PIT)CENTRIFUGAL WET PITPUMP OR TURBINE PUMPCHEMICAL FEED PUMPDIAPHRAGM PUMPPROGRESSIVE CAVITYPUMP
EJECTORSUBMERSIBLESUMP PUMPCOMPRESSORCENTRIFUGALBLOWER
GATE SYMBOLS
WATERLINE
SLIDE GATESLUICEPRIMARY ELEMENT SYMBOLSORIFICE PLATETRAPPED AIRPRESSURETRANSDUCERELECTROMAGNETICFLOWMETERLEVEL (FLOAT)THERMAL MASSFLOWMETERLEVEL (ULTRASONIC)SUBMERSIBLE PRESSURETRANSDUCER
PROPELLER ORTURBINE METER
GENERAL NOTES1.THIS IS A STANDARD LEGEND, THEREFORE NOT ALL OF THIS INFORMATION MAY BE USED ON THISPROJECT.2.COMPONENTS AND PANELS SHOWN WITH ONE OR MORE ASTERISKS ARE PART OF A PACKAGESYSTEM, SEE EQUIPMENT SPECIFICATIONS.
ABBREVIATIONSDCDIRECT CURRENTFEFLOW ELEMENTFITFLOW TRANSMITTERHMIHUMAN-MACHINE INTERFACEHOAHAND-OFF-AUTOLCPLOCAL CONTROL PANELLELEVEL ELEMENTLORLOCAL-OFF-REMOTELRLOCAL-REMOTELSLEVEL SWITCHLSHLEVEL SWITCH HIGHLSLLEVEL SWITCH LOWLTLEVEL TRANSMITTERMCCMOTOR CONTROL CENTERMFRMANUFACTURER OCOPEN-CLOSE (D)OCAOPEN-CLOSE-AUTOOORON-OFF-REMOTEOSCOPEN-STOP-CLOSEPFPULSE FREQUENCYpHHYDROGEN ION CONCENTRATIONPLCPROGRAMMABLE LOGIC CONTROLLERPWRPOWERQTYQUANTITYTHERM OLTHERMAL OVERLOADTYPTYPICALVFDVARIABLE FREQUENCY DRIVE
AIR GAP DRAINVENT TOATMOSPHEREDIAPHRAGM SEALANNULAR SEALDRIP LEGAUTOMATIC DRAINTRAP
ORINTERLOCK, SEECONTROL DIAGRAMSFLEXIBLE CONNECTIONMIXERAIR SETHOSE ADAPTORFLUSHING CONNECTIONSEAL WATER SETRUPTURE DISKMANUAL DRIP TRAPINTRINSICALLY SAFERELAYWYE STRAINER 120V = 120V, 1Ø POWER208V = 208V, 3Ø POWER480V = 480V, 3Ø POWER120VEXAMPLE SYMBOLS
SOLID LINEDASHED LINENO LINEDOUBLE LINE
FIRST LETTER(S) HAND/MANUALSUCCEEDING LETTER(S) CONTROLTHE TOTAL NUMBER OF UNITS PER SET (VARIES)
FIELD MOUNTED INSTRUMENTPLC INDICATION/CONTROL POINTPANEL MOUNTED INSTRUMENT FIRST LETTER (S)SUCCEEDING LETTERSPROCESS ORREADOUT ORLETTERINITIATING VARIABLEMODIFIERPASSIVE FUNCTIONOUTPUT FUNCTIONMODIFIERA ANALYSIS (+)ALKALINITYALARMB BURNER FLAMEUSERS CHOICE (+)USERS CHOICE (+)USERS CHOICE (+)CCONDUCTIVITYCHLORINECONTROLCLOSEDDENSITY (S.G)DIFFERENTIALE VOLTAGEPRIMARY ELEMENTF FLOW RATERATIOGGAUGEGLASSGATEHHAND (MANUAL)HIGHI CURRENTINDICATEJ POWERSCANK TIME OR SCHEDULECONTROL STATIONL LEVELLIGHT (PILOT)LOWMMOTION MIDDLENUSERS CHOICE (+)USERS CHOICE (+)USERS CHOICE (+)USERS CHOICE (+)OUSERS CHOICE (+)ORIFICEOPENP PRESSUREPOINT(OR VACUUM)(TEST CONNECTION)QQUANTITY OR EVENTINTEGRATEINTEGRATETOTALIZATIONR RECORD OR POINTS SPEED OR FREQUENCYSAFETYSWITCHT TEMPERATURETURBIDITYTRANSMITUMULTIVARIABLE (+)ULTRASONICMULTIFUNCTIONMULTIFUNCTION (+)MULTIFUNCTION (+)V VISCOSITYVALVE OR DAMPERWWEIGHT OR FORCEWELLX UNCLASSIFIED (+)UNCLASSIFIED (+)UNCLASSIFIED (+)UNCLASSIFIED (+)Y EVENT RELAY OR COMPUTE (+)Z POSITION DRIVE, ACTUATE ORUNCLASSIFIED FINALCONTROL ELEMENT( + ) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS.
LOOP/EQUIPMENT NUMBER
FUNCTION (SEETABLE)
MOTOR CONTROL CENTER MOUNTEDINSTRUMENT
FE-FYI/IFIC.
FY
INSTRUMENTATION IDENTIFICATION
INSTRUMENT SOCIETY OF AMERICA TABLE
FIELD MOUNTED INSTRUMENTREAR-OF-PANEL MOUNTED INSTRUMENTPANEL MOUNTED INSTRUMENTLIGHT INDICATORSCADA FUNCTIONPROGRAMMABLE LOGIC CONTROLLER (PLC) FUNCTION
LEGENDSERVICEFLOW STREAM IDENTIFICATIONINTERFACE SYMBOLS AND LINE LEGEND a PROCESS INTERFACESIGNAL INTERFACEPROCESS LINEANALOG SIGNALDISCRETE SIGNALFILLED SYSTEM SIGNALXXXSCALED PULSE SIGNALSPCOMMUNICATION LINKPROCESS INTERFACEOR CONTINUATION A, a=INTERFACE LETTERD=DESTINATION SHEET NO.S=SOURCE SHEET NO.=CONNECTING LINES SELF CONTAINED VALVE ANDEQUIPMENT TAG NUMBERSD:CP=CONTROL PANELF=FILTRATION UNITFM= FLOW METERG=GATEGR=GRIT REMOVALM=MECHANICAL EQUIPMENTP=PUMPPCV=PRESSURE CONTROL VALVEPRV=PRESSURE RELIEF VALVERB=REFUSE BINS=AUTOMATIC BARSCREENT=TANKTCV=TEMPERATURE CONTROL VALVEUV=ULTRAVIOLET TREATMENTWP=WASH PRESSA=UNIT IDENTIFIERXXX=LOOP NUMBERWW=FACILITY OR STRUCTURE IDENTIFIERD=EQUIPMENT IDENTIFIER A
AIRCOMPRESSED AIRBWBACKWASHCHCHEMICAL FEEDCLSODIUM HYPOCHLORITEDDRAINFBWFILTER BACKWASHFTWFILTER TO WASTEFEFINAL EFFLUENTOFOVERFLOWP POLYMERPTPOND TRANSFER
PWPOTABLE WATERRASRETURN ACTIVATED SLUDGERSRAW SEWAGESASAMPLESESECONDARY EFFLUENTSHSODIUM HYPOCHLORITESWSTORM WATERTETERTIARY EFFLUENTTITERTIARY INFLUENTUWUTILITY WATERVACVACUUM AIRWASWASTE ACTIVATED SLUDGE
WEIR GATE
LEGENDSERVICE
STATIC MIXER
PERISTALTIC PUMP
ROTAMETER
CALIBRATION COLUMN
AIR DRYER
CONTROL PANELMOUNTED ALARMINDICATOR LAMPPOLYMER ACTIVATION UNIT
ELECTRIC
D-WW-XXXA
DIAPHRAGM
HAND WHEEL OPERATEDPLUG VALVE
AERATOR
TURBIDITYSENSOR
GENERAL MOTOROPERATED EQUIPMENTMFLOAT VALVE
MOTOROPERATED
FIC.FIC-
PROCESS ANDINSTRUMENTATION LEGENDI-001 15 OFT. MASUIT. MASUIM. MARDIM. MARDI
GE MDS ORBIT ECREXISTING CELLULARMODEMEXISTING PCWASCADA SYSTEM
CITY OF ROSEVILLE
EXISTING NETWORKETHERNET SWITCH
EXISTING NETWORKETHERNET SWITCHEXISTING CITYOF ROSEVILLESCADASYSTEM(BY OTHERS/EXISTING) (BY OTHERS/EXISTING)
PLACER COUNTY WATER AGENCY (PCWA)TINKER PUMP STATION(BY OTHERS/EXISTING)PLACER COUNTY WATER AGENCY (PCWA)ENCLOSURE (PLCFSV01) CITY OF ROSEVILLE ENCLOSURE (PLCFSV02)
SPLICE INTO EXISTING FOPPACROSS STREETSEE SHEET C-101
PLCETHERNET SWITCH
PLCETHERNET SWITCH/ FIREWALL
ProjectClient
Plot Date:12 July 2024 - 1:13 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-I-101.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
NETWORK ARCHITECTURENO SCALE
NETWORK ARCHITECTUREI-101 16 OFT. MASUIJ. MAZURJ. MAZURD. SEDLACK NOTE:1. PCWA TO PROGRAM PLC AND CONFIGURE SWITCH AND RADIO.CONTRACTOR TO FURNISH AND PROVIDE TO PCWA.
NOTE 1
ProjectClient
Plot Date:12 July 2024 - 1:15 PM \\ghdnet\ghd\US\San Francisco\Projects\561\11231367\Digital_Design\ACAD 2020 - Five Star\Sheets\11231367-I-102.dwgPlotted By:Lawrence Downs 0Bar is one inch onoriginal size sheetApprovedDateAuthorDrafting CheckDesignerProject Director Project No.DateFilename: Sheet No.This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property ofGHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use thisdocument) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.www.ghd.com of Title1"IssueNo. CheckedDesign CheckProject Manager Conditions of Use Scale Sheet ANSI DSizeCITY OF ROSEVILLEFIVE STAR INTERTIEIMPROVEMENT PROJECTM. WEBERG. WATANABE 11231367JULY 2024 17 GHD Inc.943 Reserve DriveRoseville California 95678 USAT 1 916 782 8688ISSUED FOR BID
AS SHOWN
MAGNETIC FLOW METERFIT-6040(E) FLOW METER VAULT
FE6040
PCWA PLCFSV01
6010ZI
(E) 10" STRAINER
(E) 2" STRAINER WITHBLOWOFF VALVE
ZI6010PIT6020 PIT6030
(E) 2" DIRECT ACTING PRV
6030PI6020PI
PRV DOWNSTREAM PRESSURE
PRV UPSTREAM PRESSURE
POSITION INDICATION
DRAIN
6040FIFLOW
PRV-601010"(E) 12" 10"X12"(E) 12"
(E) PRV VAULT
12"X10"
PMP-1
120V
(E) AVRV VAULT
FIELD
LSH6080
6080LSHLEVEL HIGH
MLS6081
10" BFV(E) 12" BFV
6040FQITOTALIZER PULSE
ROSEVILLE PLCFSV02
6010ZI 6020PI6030PI6080LSH6040FI
6010ZI 6020PI6030PI6080LSH6040FI
POSITION INDICATION
INLET PRESSURE INDICATIONOUTLET PRESSURE INDICATIONLEVEL HIGHFIVE STAR INTERTIE FLOW
DRAIN TO STREET
ZSH6050
6050YIOPRV VAULT HATCH OPEN
ZSH6060
6060YIOMETER VAULT HATCH OPEN
6040FQI
6040FQITOTALIZER PULSE
6050YIO
6050YIOPRV VAULT HATCH OPEN
6060YIO
6060YIOMETER VAULT HATCH OPEN
6070YS
6070YSHEARTBEAT PULSE
FIT-6040120V
PROCESS ANDINSTRUMENTATION DIAGRAMI-102 17 OFT. MASUIT. MASUIM. MARDIM. MARDI 6010ZCPOSITION CONTROL
YI6090
6090YIRUN STATUS
PG6010CRD-34X117DZC6010
POSITION CONTROL
6010ZC
6010ZC SHEET KEYNOTES1.SEE DETAIL 5 ON SHEET E-502 FOR CABLE CODE. USE YELLOW AND GRAY WIRES FORSET POINT. CONNECT BLACK AND RED WIRES TO 24VDC POWER SUPPLY. 1 CITY OF ROSEVILLE
FIVE STAR INTERTIE
IMPROVEMENTS PROJECT
BID SET SUBMITTAL
TECHNICAL SPECIFICATIONS
APRIL 2024
PREPARED BY:
943 Reserve Drive
Roseville, CA 95678
SEALS PAGE
For Division 02, 03, 05, 09, 31, 33
CIVIL ENGINEER
Matthew Weber, P.E.
GHD, Inc.
For Division 26, 40
ELECTRICAL ENGINEER
Mehdi Mardi, P.E.
GHD, Inc.
Five Star Intertie Improvements
April 2024 TABLE OF CONTENTS 00 00 00-1
TABLE OF CONTENTS
DIVISION 1 – GENERAL REQUIREMENTS
01 20 00 Measurement and Payment
DIVISION 2 - EXISTING CONDITIONS
02 40 00 Demolition
DIVISION 3 - CONCRETE
03 31 00 Cast-In-Place Concrete
03 60 00 Grout
DIVISION 5 - METALS
05 50 00 Metal Fabrications
DIVISION 09 - FINISHES
09 90 00 Coatings
DIVISION 26 - ELECTRICAL
DIVISION 31 – SITE CLEARING
31 23 33 Earthwork
DIVISION 33 - UTILITIES
DIVISION 40 - PROCESS INTEGRATION
40 61 00 Instrumentation
40 61 21 Control System Integrator
40 63 43 Programmable Logic Controllers (PLC)
40 64 00 PLC Control Strategy
40 66 33 Fiber Optic Communication Systems
40 71 13 Flow Meters (Magnetic Type)
26 05 00 Common Work Results for Electrical
26 05 19 Low Voltage Conductors and Cables
26 05 26 Grounding and Bonding for Electrical Systems
26 05 29 Hangers and Supports for Electrical System
26 05 33 Raceways and Boxes for Electrical Systems
26 05 43 Underground Ducts and Raceways for Electrical System 26 06 53 Identifications for Electrical Systems
26 08 00 Commissioning for Electrical Systems
26 24 16 Panel Boards
26 27 26 Wiring Devices
33 01 10 Disinfection of Piping
33 05 15 Pressure Piping Systems Testing
33 05 19 Ductile Iron Pipe and Fittings
33 11 00 Piping General
33 14 19 Valves and Appurtenances
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April 2024 TABLE OF CONTENTS 00 00 00-1
40 73 00 Pressure Transmitters
40 96 20 Control Panels
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May 2024 MEASUREMENT AND PAYMENT 01 20 00-1
SECTION 01 20 00
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
Measurements of the completed work shall be in accordance with, and by instruments and devices calibrated to United States Standard Measures and the units of measurement for payment, and the limits thereof, shall be made as shown on the Plans, Specifications, General Requirements, and Supplementary Conditions.
1.1 UNITS OF MEASUREMENT
Measurements shall be in accordance with U.S. Standard Measures. A pound is an avoirdupois pound. A ton is 2,000 pounds avoirdupois. The unit of liquid measure is the U.S. gallon.
1.2 CERTIFIED WEIGHTS
When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales, or when approved by the Construction Manager, on a completely automated weighing and recording system. The Contractor shall furnish the Construction Manager with duplicate licensed weighmaster's certificates showing the actual net weights. The Owner will accept the certificates as evidence of the weights delivered.
1.3 METHODS OF MEASUREMENT
Materials and items of work which are to be paid for on the basis of measurement shall be measured in accordance with the method stipulated in the particular sections involved or the description of Bid Items found in 2.2 of this Section. In determining quantities, all measurements shall be made in a horizontal plane unless otherwise specified.
Material not used from a transporting vehicle shall be determined by the Construction Manager and deducted from the certified tag.
When material is to be measured and paid for on a volume basis and it would be impractical to determine the volume, or when requested by the Contractor in writing and approved by the Construction Manager in writing, the material will be weighed and converted to volume measurement for payment purposes. Factors for conversion from weight measurement to volume measurement will be determined by the Construction Manager and shall be agreed to by the Contractor before such method of measurement of pay quantities will be adopted.
Full compensation for all expense involved in conforming to the above requirements for measuring and weighing materials shall be considered as included in the unit prices paid for the materials being measured or weighed and no additional allowances will be made therefore.
Quantities of material wasted or disposed of in a manner not called for under the Contract; or rejected loads of material, including material rejected after it has been placed by reason of failure of the Contractor to conform to the provisions of the Contract; or material not unloaded from the transporting vehicle; or material placed outside the lines indicated on the plans or given by the Construction Manager; or material remaining on hand after completion of the Contract, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be allowed for hauling rejected material.
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May 2024 MEASUREMENT AND PAYMENT 01 20 00-2
PART 2 - DESCRIPTION OF BID ITEMS
2.1 SUMMARY
The Bid Amounts for each Bid Item will be used for comparative bid analysis. The Bid amounts will also form the basis of monthly progress payments. Each Lump Sum bid amount will undergo further breakdown as described later in this section. Unit prices for any unit price bid items will be the basis for monthly progress payment determinations and for any changes related to that Work item. Bid items are not intended to be exclusive descriptions of work categories and the Contractor shall determine and include in its pricing all materials, labor, and equipment necessary to complete each Bid Item (work phase) as shown and specified.
2.2 DESCRIPTION OF BID ITEMS
BID ITEM NO. 1 MOBILIZATION/DEMOBILIZATION - Lump Sum
A. The lump sum bid for mobilization shall not exceed three percent (3%) of the total bid price. Mobilization shall include: the obtaining of insurance and bonds; moving onto the site of all equipment; submittal and approval of initial project schedule; obtaining and paying for all permits by other agencies as applicable; furnishing temporary construction utilities (temporary power, toilets, water, fences, etc.); installing construction signs; temporary buildings and field office trailer(s); and other construction all as required for the proper performance and completion of the work.
B. The lump sum bid for demobilization shall not exceed two percent (2%) of the total bid price. Demobilization shall include site cleaning and restoration of surfaces within the job site , post-construction meeting, removal of all temporary facilities and equipment from the work area, disconnection of the temporary construction utilities and turnover of project to the Owner.
C. In the event the Contractor writes in a Mobilization/Demobilization price greater than five percent (5%) on the Bid Schedule found in the Contract Document , the Owner will pay any excess with the final Progress Payment.
D. Contractor may apply for payment of mobilization on a percent complete basis as the items covered in the Mobilization are being completed.
E. Contractor may apply for payment of demobilization after the overall project substantial completion is achieved and the project begins to demobilize.
F. The lump sum price shall be full compensation for the preparation and installation or submittal of these materials, and for all labor, equipment, tools and incidentals to complete this item.
BID ITEM NO. 2 TRAFFIC CONTROL – Lump Sum
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May 2024 MEASUREMENT AND PAYMENT 01 20 00-3
A. Measurement for payment for this bid item will be based upon, but not limited to, all work required for Traffic Control as otherwise required in these Contract Documents, permits, construction area signs, lighted message boards as required, installation and maintaining all measures throughout the project limits, inclusive of staging areas, and advance of the project limits to temporarily control, detour, or stage traffic during construction and all other related work per the Contract Documents.
B. Payment for temporary traffic control will be made at the lump sum (LS) price, which price shall constitute full compensation for the completion of all such work as required per the Contract Documents.
C. The lump sum price shall be full compensation for the preparation and installation or submittal of these materials, and for all labor, equipment, tools and incidentals to complete this item.
BID ITEM NO. 3 Mechanical - Pressure Reducing Valve (PRV) Vault – Lump Sum A. The lump sum amount shall include all labor, equipment, appliances and materials require to remove the existing PRV and educator; furnish, install, test, and disinfect the new 10” PRV, pressure transmitters, new sump pump and associated discharge valves and piping, pipe supports, wall penetration, curb penetration, backfill, compaction, excavation, plug for the existing educator hole, grout fill for existing sump, and all associated piping and appurtenances per the Contract Documents.
B. The lump sum price shall be full compensation for the preparation and installation or submittal of these materials, and for all labor, equipment, tools and incidentals to complete this item.
BID ITEM NO. 4 Mechanical - Flow Meter Vault and Isolation Valve – Lump Sum A. The lump sum amount shall include all labor, equipment, appliances and materials require to remove the existing propeller flow meter and furnish, install and disinfect the new 10” magnetic flow meter , new 10” butterfly valve, pipe supports, traffic rated valve box and cover , anode and test station , and all associated piping and appurtenances.
B. The lump sum price shall be full compensation for the preparation and installation or submittal of these materials, and for all labor, equipment, tools and incidentals to complete this item.
BID ITEM NO. 5 Electrical - Lump Sum
A. The lump sum amount shall include all labor, equipment, appliances, and material required to furnish conduit, wiring, grounding, transformer pad, equipment pad , metering and distribution panel, bollards, vault penetration, sidewalk restoration, in accordance with project plans and specifications.
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May 2024 MEASUREMENT AND PAYMENT 01 20 00-4
B. The lump sum price shall be full compensation for the preparation and installation or submittal of these materials, and for all labor, equipment, tools and incidentals to complete this item.
BID ITEM NO. 6 Communication-City of Roseville - Lump Sum A. The lump sum amount shall include all labor, equipment, appliances, and material required to furnish, install, and test communication system, including fiber -optic conduit, fiber-optic cabling and splicing, trenching, compaction, backfill, copper ethernet cable, NE MA 4X enclosure, new PLC cabinets, magnetic door switch, pullbox, integration and testing, and pavement restoration.
B. The lump sum price shall be full compensation for the preparation and installation or submittal of these materials, and for all labor, equipment, tools and incidentals to complete this item.
BID ITEM NO. 7 Communication PCWA - Lump Sum
A. The lump sum amount shall include all labor, equipment, appliances, and material required to furnish, install, and test communication system, including copper ethernet cable, conduit, wiring, radios, NEMA 4X enclosure, magnetic door switch, new PLC cabinet, cellular antenna and mounting, and integration and testing.
B. The lump sum price shall be full compensation for the preparation and installation or submittal of these materials, and for all labor, equipment, tools and incidentals to complete this item.
PART 3 - NOT USED
PART 4 - CONTRACTOR'S COST BREAKDOWN
For work to be performed for a lump sum amount, the Contractor shall submit a cost breakdown to the Construction Manager prior to the first payment and within ten (10) days after Notice to Proceed. The cost breakdown, as agreed upon by the Contractor and t he Construction Manager, shall be used for preparing future estimates for partial payments to the Contractor, and shall list the major items of work with a price fairly apportioned to each item. If there is not a separate Bid Item for MOBILIZATION/DEMOBILI ZATION, then m obilization, demobilization, overhead, bond, insurance, other general costs and profit shall be prorated to each item so that the total of the prices for all items equal the lump sum price. At the discretion of the Construction Manager, mobilization, bond and insurance costs may be provided for separately if accompanied by invoices to verify actual expenses.
The cost breakdown shall be generally in the same format as the Contract specifications divisions and subdivisions, with major items of work listed individually. The cost breakdown shall be by
Five Star Intertie Improvements
May 2024 MEASUREMENT AND PAYMENT 01 20 00-5
structure, civil, landscaping, or other logical division of work. The cost breakdown for structural, mechanical, and electrical work shall include separate items for identifiable portions of the structures. The cost breakdown shall include separate allowances for any testing and startup work required. Measurable approximate quantities of work performed by the Contractor or its subcontractors shall be provided. For quantities that are the sum of several individual quantities, backup summaries shall be provided which list the individual descriptions and quantities. These summaries will then be used to determine the quantities of work in place in subsequent progress payment requests.
The above is a statement of the intent of the Contract Documents to provide a high level of detail, acceptable to the Construction Manager, to allow a fair and reasonable estimate to be made of the value of work installed. The detail of the cost breakdown must be sufficient to provide timely processing of the monthly progress payment request.
The cost breakdown will be subject to the approval of the Construction Manager, and upon request, the Contractor shall substantiate the price for any or all items and provide additional level of detail, including quantities of work. The cost breakdown shall be sufficiently detailed to permit its use by the Construction Manager as one of the bases for evaluating requests for payments. The Construction Manager shall be the sole judge of the adequacy of the cost breakdown.
The cost breakdown shall be solely used to determine progress payments. The cost breakdown shall not be considered in determining payment or credit for additional or deleted work.
***END OF SECTION***
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May 2024 MEASUREMENT AND PAYMENT 01 20 00-6
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Five Star Intertie Improvements
April 2024 DEMOLITION 02 40 00-1
02 40 00
DEMOLITION
PART 1 GENERAL
1.1 GENERAL
A. The Contractor shall furnish all tools, equipment, materials, and supplies, and shall perform all labor as required for the demolition, abandonment, removal/disposal, salvage, or relocation of utilities and equipment as indicated on the Drawings and as specified herein.
B. The work of this Section shall include, but shall not be limited to the following items:
1. Demolition of existing pressure relief valve, flow meter, and eductor assembly.
2. Removal, disposal and/or salvage of piping and valves.
1.2 DEMOLITION/ABANDONMENT COORDINATION
A. The Contractor shall carefully coordinate the extent of the Work in areas where existing utilities shall be reconnected to new facilities and where existing facilities shall remain operational.
B. While Work is being performed, the Contractor shall provide adequate access for routine operation and maintenance. The Contractor shall erect and maintain fences, warning signs, barricades, and other devices as required for the protection of the Contractor's employees and others around the structures. The Contractor shall remove all such protection when the demolition/abandonment operations are completed, or as work progresses, or when directed by the Owner.
C. The Contractor shall coordinate all Work with the Owner.
1.3 SUBMITTALS
A. Demolition procedure submittal shall be submitted to the Engineer for acceptance at least 14 days prior to start of demolition. The procedures shall provide for safe conduct of the Work, careful removal and disposition of materials and equipment, protection of property which are to remain undisturbed, coordination with existing facilities to remain in service, and timely disconnection of utility services. The procedures shall include a detailed description of the methods and equipment to be used for each operation, and the sequence of operation.
1.4 PERMITS
A. None.
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April 2024 DEMOLITION 02 40 00-2
1.5 REPAIR OF DAMAGE
A. Any damage to existing utilities, screening equipment, electrical equipment, structural elements, other existing facilities to remain, as caused by the Contractor's operations shall be repaired at the Contractor's expense.
B. Damaged items shall be repaired or replaced with new materials as required to restore damaged items or surfaces to a condition equal to and matching that existing prior to damage or start of work of this contract.
1.6 PROTECTION OF EXISTING FACILITIES
A. Before beginning any cutting, demolition or abandonment work, the Contractor shall carefully inspect the existing facilities to determine the extent of the Work.
The Contractor shall take all necessary precautions to prevent damage to existing facilities which are to remain in place and in operation. The Contractor shall be responsible for any damages to existing facilities, which are caused by the operations of the Contractor. Damages to such facilities shall be repaired or replaced to existing condition at no additional cost to the District. The Contractor shall carefully coordinate the work of this Section with all other work and shall provide bracing and supports, as required. The Contractor shall insure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under any part of this Contract.
The Contractor shall remove all temporary protection when the work is complete or when so authorized by the Engineer.
B. The Contractor shall carefully consider all bearing loads and capacities for placement of equipment and material.
PART 2 – PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 DEMOLITION OF FACILITIES
A. Demolition shall be accomplished in accordance with applicable codes and regulations. Blasting shall not be permitted.
B. Disposal of all materials shall be performed in compliance with all applicable local, state and federal codes, regulations, and requirements. Structures to be abandoned shall be cleaned prior to abandonment.
C. The Drawings used in this Contract to indicate demolition and removal are based on the best available information from the District. Prior to the submittal of bids, the Contractor shall conduct a comprehensive survey of the facilities to verify the scope of Work, the extent of utilities, and the physical sequencing constraints.
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April 2024 DEMOLITION 02 40 00-3
D. Contractor shall use water during demolition work to control dust.
E. Existing equipment, piping, valves, electrical gear, instrumentation, utilities, and related appurtenances such as anchors, supports, and hardware shown or required to be demolished as part of the Work shall be removed and disposed of by the Contractor unless otherwise indicated. Items to be removed shall be disposed of offsite by the Contractor as part of the Work.
END OF SECTION
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April 2024 DEMOLITION 02 40 00-4
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Five Star Intertie Improvements Project
April 2024 CAST-IN-PLACE CONCRETE 03 31 00-1
03 31 00
CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Design Mixtures: For each concrete mixture.
C. Steel Reinforcement Shop Drawings: Placing Drawings that detail fabrication, bending, and placement.
1.3 INFORMATIONAL SUBMITTALS
A. Material certificates.
B. Material test reports.
1.4 QUALITY ASSURANCE
A. Concrete suppliers shall be certified by the State of California Department of Transportation (Caltrans), and shall certify that all concrete furnished to the project conforms to these specifications and to the Caltrans Standard Specifications. In addition, the supplier shall furnish records of 7- and 28-day cure concrete cylinder tests for the proposed mix.
B. Testing Agency Qualifications: An independent agency, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.
1.5 PRECONSTRUCTION TESTING
A. Preconstruction Testing Service: Engage a qualified testing agency to perform preconstruction testing on concrete mixtures.
PART 2 - PRODUCTS
2.1 CONCRETE, GENERAL
A. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:
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April 2024 CAST-IN-PLACE CONCRETE 03 31 00-2
1. ACI 301.
2. ACI 117.
2.2 FORM-FACING MATERIALS
A. Smooth-Formed Finished Concrete: Form-facing panels that provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.
B. Rough-Formed Finished Concrete: APA-grade stamped Class 1 plywood. Provide lumber dressed on at least two edges and one side for tight fit.
2.3 STEEL REINFORCEMENT
A. Reinforcing Bars: ASTM A 615/A 615M, Grade 40 minimum, deformed.
B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice." Wire shall be 18 ga. or heavier, black annealed.
2.4 CONCRETE MATERIALS
A. Cementitious Materials:
1. Portland Cement: ASTM C 150/C 150M, Type I/II.
2. Fly Ash: ASTM C 618, Class F or C.
3. Slag Cement: ASTM C 989/C 989M, Grade 100 or 120.
4. Blended Hydraulic Cement: ASTM C 595/C 595M.
B. Normal-Weight Aggregates: ASTM C 33/C 33M, graded.
1. Maximum Coarse-Aggregate Size: 3/4 inch nominal.
2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C. Air-Entraining Admixture: ASTM C 260/C 260M.
D. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.
1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.
2. Retarding Admixture: ASTM C 494/C 494M, Type B.
3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.
4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.
5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.
6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.
E. Water: ASTM C 94/C 94M.
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2.5 CURING MATERIALS
A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.
B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.
C. Moisture-Retaining Cover: ASTM C 171, waterproof paper, polyethylene film or - polyethylene coated burlap.
D. Water: Potable.
2.6 CONCRETE MIXTURES, GENERAL
A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301.
B. Cementitious Materials: Use fly ash, pozzolan, slag cement, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 40 percent.
C. Admixtures: Use admixtures according to manufacturer's written instructions.
1. Use water-reducing admixture in concrete, as required, for placement and workability.
2. Use water-reducing and -retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.
3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a w/c ratio below 0.50.
2.7 CONCRETE MIXTURES FOR BUILDING ELEMENTS
A. Normal-Weight Concrete:
1. Minimum Compressive Strength: 4000 psi at 28 days.
2. Maximum W/C Ratio: 1:2 by weight.
3. Slump Limit: 4 inches, plus or minus 1 inch.
4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-inch nominal maximum aggregate size.
2.8 FABRICATING REINFORCEMENT
A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
2.9 CONCRETE MIXING
A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and furnish batch ticket information.
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1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.
PART 3 - EXECUTION
3.1 FORMWORK INSTALLATION
A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.
B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.
C. Chamfer 3/4” exterior corners and edges of permanently exposed concrete.
3.2 EMBEDDED ITEM INSTALLATION
A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.
3.3 STEEL REINFORCEMENT INSTALLATION
A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement.
1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.
3.4 JOINTS
A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.
B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.
3.5 CONCRETE PLACEMENT
A. The Owner shall be notified a minimum of 24 hours prior to concrete placement.
B. No more than one hour between loading concrete at the batch plant and placing the concrete is permissible.
C. The surface finish shall be as shown on the Plans, as approved by the Owner and conforms to Caltrans Standard Specifications. A one-inch chamfer shall be used on all Five Star Intertie Improvements Project
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vertical and horizontal finished edges unless otherwise shown, except slabs on grade which shall receive a 0.75-inch rounded corner on all horizontal corners.
D. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections are completed.
E. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete is placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation.
1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.
3.6 FINISHING FORMED SURFACES
A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.
1. Apply to concrete surfaces not exposed to public view.
B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities.
1. Apply to concrete surfaces exposed to view.
3.7 CONCRETE PROTECTING AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 305.1 for hot-weather protection during curing.
B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.
C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for remainder of curing period.
D. Cure concrete according to ACI 308.1, by one or a combination of the following methods:
1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.
2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture- retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive.
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Cure for not less than seven days. Immediately repair any holes or tears during curing period, using cover material and waterproof tape.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Application rate shall be 200 square feet per gallon. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.
a. Removal: After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer.
4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat.
Maintain continuity of coating and repair damage during curing period.
3.8 CONCRETE SURFACE REPAIRS
A. Protect all concrete work against injury and defacement during subsequent construction operations, until acceptance by the Owner.
B. All projecting fins, bolts, wire, nails, etc. not necessary for the work shall be removed or cut back one inch inside the finished surface and patched in an inconspicuous manner.
Metal form ties extending from the face of permanently exposed concrete shall be cut off at least 1 inch deep in the concrete immediately after removal of the forms. Fill holes with a 1:3 cement and sand mortar of the same color as the adjoining concrete.
Mix and place the mortar as dry as possible and finish flush with the adjacent surface.
C. If pre-cast snap-tie fillers are used, they shall be firmly epoxied and the final surface of plugs shall be smooth with the wall surface.
D. All defects in concrete work shall be corrected. Chip voids to a depth of at least 1 inch, with the edges perpendicular to the surface and parallel to form markings. Voids, surface irregularities, or honeycombing shall be filled by patching or rubbing as approved by the Owner and shall be done at the Contractor's expense. Concrete surfaces so repaired shall duplicate the appearance of the un-patched work.
3.9 FIELD QUALITY CONTROL
A. Concrete Compression Strength Tests
1. Concrete materials and operations will be tested by the Owner and inspected as work progresses. One complete test shall consist of making three (3) test cylinders in accordance with ASTM C31, storing the cylinders for 24 hours at the pour site, delivering the cylinders to the testing laboratory, testing one cylinder at 7 days of cure, one cylinder at 28 days in accordance with ASTM C39, and the third cylinder at a date determined by the Owner if the 28-day strength is below the required concrete strength. Should tests show insufficient concrete strength, Five Star Intertie Improvements Project
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Contractor shall remove and dispose of all concrete from the same mix batch off- site at no cost to the Owner. Costs of concrete replacement, subsequent retesting or re-inspection and other appurtenant items directly related to this work shall be borne by the Contractor.
2. The Owner shall select the testing lab to be used. The Contractor shall give the selected lab sufficient notice of construction operations and schedule to allow the lab to schedule the required tests and inspection.
B. Concrete Slump Tests
1. Each concrete pour shall be tested for slump per ASTM C143 at the beginning of the pour, at the time the sample cylinders are filled, and whenever the consistency of the concrete appears to vary.
3.10 FIELD CONDITIONS
A. Cold-Weather Placement: Comply with ACI 306.1.
1. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs.
B. Hot-Weather Placement: Comply with ACI 301 and ACI 305.1.
1. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90˚F. Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated into total amount of mixing water. Ice when introduced into the mixer shall be in such form that it will be completely melted and dispersed throughout the mix at the completion of the mixing time. The temperature of concrete delivered at the time and location of placement shall not exceed 90˚F under any conditions. The temperature of concrete delivered at the time and location of placement, except for concrete deposited in wall or column forms, shall not exceed the following temperatures under the following ambient conditions:
2. Forms and reinforcing steel shall be cooled by fog spraying evaporation or covering with water-soaked burlap immediately prior to placing concrete. Forms shall be free of standing water when concrete is placed.
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3. Concrete shall be placed in shallower layers than under normal conditions if necessary to assure coverage of the previous layer while it will respond readily to vibration.
4. Fog spray shall be used after finishing and before the specified curing is commenced to avoid surface plastic-shrinkage cracking. Forms shall be kept covered and continuously moist. Once forms are loosened and during form removal concrete surfaces shall be protected from drying and shall be kept continuously wet by fog spraying or other approved means until the specified curing is commenced.
END OF SECTION
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April 2024 GROUT 03 60 00-1
PART 1 GENERAL
1.1 GENERAL
03 60 00
GROUT
A. Use non-Shrink grout unless another type is specifically referenced or as shown on the Drawings.
1.2 SUBMITTALS
A. Product data and installation instructions.
B. Certificates of Compliance.
PART 2 - PRODUCTS
2.1 PREPACKAGED GROUTS
A. Non-Shrink Grout:
1. Non-shrink grout shall be a prepackaged, inorganic, non -gas-liberating, non-metallic, cement -based grout requiring only the addition of water.
Manufacturer's instructions shall be printed on each bag or other container in which the materials are packaged. The specific formulation for each class of non -shrink grout specified herein shall be that recommended by the manufacturer for the particular application.
2. Class A non -shrink grouts shall have a minimum 28 -day compressive strength of 5000 psi; shall have no shrinkage (zero percent) and a maximum 4.0 percent expansion in the plastic state when tested in accordance with ASTM C 827; and shall have no shrinkage (zero percent) and a maximum of 0.2 -percent expansion in the hardened state when tested in accordance with CRD C 621, Corps of Engineers Specification for Non-shrink Grout.
3. Class B non -shrink grouts shall have a minimum 28 -day compressive strength of 5000 psi and shall meet the requirements of CRD C 621.
4. Application:
a. Class A non -shrink grout shall be used for the repair of all holes and defects in concrete members which are water bearing or in contact with soil or other fill material, grouting under all equipment base plates, and at all locations where grout is specified; except, for those applications for Class B non -shrink grout and epoxy grout specified herein. Class A non -shrink grout may be used in place of Class B non-shrink grout for all applications.
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b. Class B non -shrink grout shall be used for the repair of all holes and defects in concrete members which are not water -bearing and not in contact with soil or other fill material.
B. Epoxy Grout:
1. Epoxy grout shall be a pourable, non -shrink, 100 -percent solids system.
The epoxy grout system shall have 3 components: resin, hardener, and specially blended aggregate, all premeasured and prepackaged. The resin component shall not contain any non -reactive diluents. Resins containing butyl glycidyl ether (BGE) or other highly volatile and hazardous reactive diluents are not acceptable. Variation of component ratios is not permitted unless specifically recommended by the manufacturer. Manufacturer's instructions shall be printed on each container in which the materials are packaged.
2. The chemical formulation of the epoxy grout shall be that recommended by the manufacturer for the particular application.
3. The mixed epoxy grout system shall have a minimum working life of 45 minutes at 75 degrees F.
4. The epoxy grout shall develop a compressive strength of 5000 psi in 24 hours and 10,000 psi in 7 days when tested in accordance with ASTM C 579, Method B. There shall be no shrinkage (zero percent) and a maximum 4.0 percent expansion when tested in accordance with ASTM C 827.
5. Application: Use poxy grout to embed all anchor bolts and reinforcing steel required to be set in grout, and for all other specified applications.
2.2 CEMENT GROUT
A. Cement Grout: Cement grout shall be composed of one part cement, 3 parts sand, and the minimum amount of water necessary to obtain the desired consistency.
Where needed to match the color of adjacent concrete, white portland cement shall be blended with regular cement as needed. The minimum compressive strength at 28 days shall be 4000 psi.
B. Cement shall be as specified in Section 03 31 00 Cast-in-Place Concrete.
2.3 FLOWABLE CEMENT GROUT
A. Flowable Cement Grout: Minimum penetration resistance of 10 psi in 24 hours when tested in accordance with ASTM C403 and a 28 -day unconfined compressive strength of 45-165 psi.
B. Application:
1. Void spaces between the earth and the casing pipe.
2. Interstitial space between the casing pipe and carrier pipe.
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2.4 CONSISTENCY
A. The consistency of grouts shall be that necessary to completely fill the space to be grouted for the particular application. Dry pack consistency is such that the grout is plastic and moldable but will not flow. Where "dry pack" is specified, it shall mean a grout of that consistency; the type of grout to be used shall be as specified herein for the particular application.
2.5 MEASUREMENT OF INGREDIENTS
A. Measurements for cement grout shall be made accurately by volume using appropriate containers. Shovel measurement will not be allowed.
B. Prepackaged grouts shall have ingredients measured by means recommended by the manufacturer.
PART 3 - EXECUTION
3.1 GENERAL
A. All surface preparation, curing, and protection of cement grout shall be as specified in Section 03 31 00, Cast -in-Place Concrete. The finish of the grout surface shall match that of the adjacent concrete.
B. The manufacturer of Class A non -shrink grout and epoxy grout shall provide on - site technical assistance upon request.
C. All mixing, surface preparation, handling, placing, consolidation and other means of execution for prepackaged grouts shall be done according to the printed instructions and recommendations of the manufacturer.
3.2 CONSOLIDATION
A. Grout shall be placed in such a manner, for the consistency necessary for each application, so as to assure that the space to be grouted is completely filled.
END OF SECTION
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April 2024 METAL FABRICATIONS 05 50 00-1
PART 1 GENERAL
1.1 WORK INCLUDED
05 50 00
METAL FABRICATIONS
A. Miscellaneous metalwork includes the following:
1. Pipe supports
2. Nuts, bolts
1.2 CODES
A. The work of this Section shall comply with the current edition of the California Building Code.
1.3 REFERENCES
A. Except as otherwise indicated, the current editions of the following apply to the work of this Section:
1. Federal Specifications:
QQ-F-461 C (1) Floor Plate, Steel, Rolled
MIL-6-18015 (Ships) Aluminum Planks, (6063-T6)
2. Commercial Standards:
AISC MO11 Manual of Steel Constructions
ASTM A36 Specification for Structural Steel
ASTM A48 Specification for Gray Iron Castings
ASTM A53 Specification for Pipe, Steel, Black and Hot-Dipped, Zinc- Coated Welded and Seamless
ASTM A123 Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
ASTM A125 Specification for Steel Springs, Helical, Heat Treated ASTM A153 Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
ASTM A283 Specification for Low and Intermediate Tensile Strength Carbon Steel Plates, Shapes and Bars
ASTM A307 Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile
ASTM A320 Specification for Alloy-Steel Bolting Materials for Low- Temperature Service
ASTM A489 Carbon Steel Eyebolts
ASTM A569 Specification for Steel, Carbon, (0.15 Maximum Percent) Hot Rolled, Sheet and Strip, Commercial Quality
ASTM A575 Specification for Steel Bars, Carbon, Merchant Quality, M- Grades
ASTM B98 Specification for Copper-Silicon Alloy Rod, Bar, and shapes
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ASTM B210 Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes
ASTM B221 Specification for Aluminum and Aluminum-Alloy extruded
Bars, Rods, Wire, Shapes and Tubes
ASTM B438 Specification for Sintered Bronze Bearings (Oil impregnated)
ANSI/AWS D1.1 Structural Welding Code – Steel NFPA 101 Life Safety Code
NFPA 101 Life Safety Code
1.4 SUBMITTALS
A. The following shall be submitted:
1. Shop drawings of miscellaneous metalwork including pipe supports, nuts, bolts.
PART 2 PRODUCTS
2.1 MATERIALS
A. Except as otherwise indicated, products fabricated of structural steel shapes, plates and bars shall comply with the requirements of ASTM A 36 or ASTM A283.
2.2 FABRICATION
A. Corrosion Protection:
1. Miscellaneous steel metalwork shall be hot -dip galvanized after fabrication except as otherwise indicated.
B. Welding:
1. Welding shall be by the metal -arc method or gas -shielded arc method as described in the American Welding Society's "Welding Handbook" and supplemented by other standards of the AWS. Qualification of welders shall be in accordance with the AWS Standards.
2. In assembly and during welding, the component parts shall be adequately clamped, supported and restrained to minimize distortion and for control of dimensions. Weld reinforcement shall comply with the AWS Code.
3. Upon completion of welding, weld splatter, flux, slag, and burrs left by attachments shall be removed. Welds shall be repaired to produce a workmanlike appearance, with uniform weld contours and dimensions. Sharp corners of material that is to be painted or coated shall be ground to a minimum of 1/32-inch on the flat.
C. Galvanizing:
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1. Where galvanizing is indicated, structural steel plates, shapes, bars and fabricated assemblies shall be thoroughly cleaned of rust and scale and shall be galvanized in accordance with the requirements of ASTM A 123.2.
2. Any galvanized part that becomes warped during the galvanizing operation shall be straightened.
3. Bolts, anchor bolts, nuts and similar threaded fasteners, after being properly cleaned, shall be galvanized in accordance with the requirements of ASTM A 153.
2.3 BOLTS
A. Bolt Requirements: Bolts shall comply with the following:
1. The nuts shall be capable of developing the full strength of the bolts. a. Threads shall be Coarse Thread Series conforming to the requirements of the American Standard for Screw Threads. b. Flange bolts and nuts shall conform to a minimum ASTM #A307.
Bolts less than ¾ inches in diameter shall be a minimum Grade B (heavy hex), cadmium plated or zinc -coated steel. Bolts ¾ inches and larger in diameter shall be a minimum Grade A (standard hex). c. Tee Bolt-Steel bolts are to be ¾ inch high strength, low alloy steel with a heavy nut, conforming to AWWA Standard C-111-90.
2. The length of all bolts shall be such that after joints are made up, each bolt shall extend through the entire nut, coated with anti -seize lubricant, and shall extend at least 3 threads beyond the nut when tightened to the proper torque.
B. Buried, Corrosive or Submerged Bolts
1. Unless otherwise indicated, bolts, anchor bolts, nuts and washers, which are buried, submerged, or below the top of the wall inside any hydraulic structure or as indicated on the Drawings shall be of Type 316 stainless steel.
C. Unless otherwise indicated, eyebolts shall conform to ASTM A 489.
PART 3 EXECUTION
3.1 GENERAL
A. Fabrication and Erection: Except as otherwise indicated, the fabrication and erection of structural steel shall conform to the requirements of the American Institute of Steel Construction "Manual of Steel Construction." B. General:
1. Fieldwork, including cutting and threading, shall not be permitted on galvanized items without touch-up coating on the cut surfaces..
2. Dissimilar metals shall be protected from galvanic corrosion by means of pressure tapes, coatings or isolators.
3. Drilling of bolts or enlargement of holes to correct misalignment will not be allowed.
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4. Holes shall be punched 1/16 -inch larger than the nominal size of the bolts, unless otherwise indicated. Whenever needed, because of the thickness of the metal, holes shall be subpunched and reamed or shall be drilled.
5. Fabrication including cutting, drilling, punching, threading and tapping required for miscellaneous metal or adjacent work shall be performed prior to hot-dip galvanizing.
END OF SECTION
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April 2024 COATINGS 09 90 00-1
09 90 00
COATINGS
PART 1 GENERAL
1.1 WORK INCLUDED
A. This Section covers coating for process mechanical items such as piping, mechanical equipment, and metal stairs/railings.
B. Coat or paint all piping and equipment which are part of this Contract, except:
1. Metal completely embedded in concrete (except aluminum).
2. Piping buried in ground or encased in concrete.
3. Galvanized materials.
4. Chain link fence and galvanized fence gates.
5. Rubber.
6. Buried Plastic pipe, including: polyvinyl chloride, polyethylene, and polypropylene piping, except as noted.
7. Stainless steel.
8. Bronze, brass.
9. Nameplates and grease fittings.
10. Factory finished electrical panels.
11. Factory fusion epoxy coated items (except for field touchup).
12. Zinc coated steel.
13. Concrete, except as defined herein, as specified elsewhere, or as shown on the Drawings.
C. Definitions:
1. The term "paint," as used hereinafter includes enamels, paints, sealers, fillers, emulsions, and other coatings whether used as prime, intermediate, or finish coats.
1.2 QUALITY ASSURANCE
A. Qualifications of painters: Use only qualified journeyman painters for the mixing and application of paint on exposed surfaces. In the acceptance or rejection of installed painting, no allowance will be made for lack of skill on the part of painters.
1.3 REFERENCES
ASTM B117 - Standard Practice for Operating Salt Spray Apparatus.
ASTM C109 - Compressive Strength Hydraulic Cement Mortars.
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ASTM D522 - Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings.
ASTM D543 - Resistance of Plastics to Chemical Reagents.
ASTM D638 - Tensile Properties of Plastics.
ASTM D695 - Compressive Properties of Rigid Plastics.
ASTM D790 - Flexural Properties of Unreinforced and Reinforced Plastics.
ASTM C868 - Standard Test Method for Chemical Resistance of Protective Linings.
ASTM D870 - Standard Practice for Testing Water Resistance of Coatings Using Water Immersion.
ASTM D1014 - Standard Practice for Conducting Exterior Exposure Tests of Paints and Coatings on Metal Substrates.
ASTM D2584 - Volatile Matter Content.
ASTM D2240 - Durometer Hardness, Type D.
ASTM D3363 - Standard Test Method for Film Hardness by Pencil Test.
ASTM D4060 - Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser.
ASTM D4213 - Standard Test Method for Scrub Resistance of Paints by Abrasion Weight Loss.
ASTM D4541 - Pull-off Strength of Coatings Using a Portable Adhesion Tester.
ASTM D4585 - Standard Practice for Testing Water Resistance of Coatings Using Controlled Condensation
ASTM D5590 - Standard Test Method for Determining the Resistance of Paint Films and Related Coatings to Fungal Defacement by Accelerated Four-Week Agar Plate Assay.
ASTM D7234 - Standard Test Method for Pull-Off Adhesion Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers.
ASTM G85 - Standard Practice for Modified Salt Spray Testing.
ACI 506.2-77 - Specifications for Materials, Proportioning, and Application of Shotcrete.
ASTM C579 - Compressive Strength of Chemically Setting Silicate and Silica Chemical Resistant Mortars.
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ASTM - The published standards of the American Society for Testing and Materials, West Conshohocken, PA.
NACE - The published standards of National Association of Corrosion Engineers (NACE International), Houston, TX.
SSPC - The published standards of the Society of Protective Coatings, Pittsburgh, PA.
SSPWC 210-2.3.3 - Chemical resistance testing published in the Standard Specifications for Public Works Construction, 1997 edition (otherwise known as “The Greenbook”).
In addition to complying with all pertinent codes and regulations, comply with "Standard (Type l)" as defined by the Painting and Decorating Contractors of America in their "Modern Guide to Paint Specifications, latest edition.
Paints in a particular coating system shall be the products of a single manufacturer.
1.4 SUBMITTALS
A. Prior to ordering material, submit a complete schedule of materials to be used.
Include manufacturer’s brand name, product name, and designation number for each coast of each system to be used.
B. Prior to commencing work, submit a detailed list of all surfaces and equipment items upon which the Contractor intends to apply protective coatings.
C. Provide the following information on each paint product:
1. Abrasion resistance, ASTM D5060, 1 kg load at 1000 cycles, CS-17 wheel
2. Impact resistance, ASTM D2794, direct and reverse
3. Moisture vapor transmission, ASTMN F1249
4. Adhesion, ASTM D4541
D. If materials other than those listed are submitted, submit additional information to fully define the proposed substitution. The Owner may further require the Contractor to furnish additional test results from an independent paint laboratory comparing the proposed substitution with one of the named products, at no additional cost to the Owner. For substituted materials, provide a list of references, including contact person and phone number, where proposed substitute paint system has been used in similar exposures. Provide a minimum of five references (no duplicate owners or agencies).
E. Provide Material Safety Data Sheets (MSDSs) for all products.
F. Manufacturer’s Certification: That products furnished meet applicable Air Quality Management District regulations as to allowable volatile organic compound (VOC) content for the place of application and use intended.
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G. Submit a full range of the manufacturer’s standard and let down finish colors for review and selection by the Owner. After final colors have been selected, submit two 8 -1/2 x 11 -inch samples on cardboard of each color indexed as to manufacturer and color designation. Color chips 3/4 -inch x 1 -1/2-inch may be used for pipe color codes.
H. Manufacturers' recommendations: In each case where material proposed is not the material specified or specifically described as an acceptable alternate in this Section of these Specifications, submit for the Owner’s review the current recommended coating system and method of application published by the manufacturer of the proposed material.
1.5 ENVIRONMENTAL REGULATORY REQUIREMENTS:
A. All work, material, procedures, and practices under this Section shall conform with requirements of the local Air Resources Board or Air Quality Management District having jurisdiction. Prime or finish coat painting done in locations other than the project site shall be in accordance with air quality regulations in effect at the place the coating is applied. Products specified herein are, to the best of the Design Engineer’s knowledge, in compliance with the applicable volatile organic compounds (VOC) 1 levels allowable at the date these Specifications were issued for bid.
B. The Air Resources Board or Air Quality Management District having jurisdiction may prohibit the sale or application of paints and enamels containing more than the stipulated percentages of volatile organic solvents manufactured after a stated date. Provide material meeting applicable regulations effective at the date of manufacture, or if not available, provide top of the line materials developed as replacements for specified materials and meeting applicable regulations as to VOC solvents content.
C. If the Contractor applies coatings that have been modified or thinned other than as recommended by manufacturer, he will be responsible for any fines, costs, remedies or legal actions that may result.
1.6 PRODUCT HANDLING
A. Delivery:
1. Deliver all paint materials to the job site in their original unopened containers with all labels intact and legible at time of use. The label shall indicate the designated name, color, date of manufacture, and name of manufacturer.
B. Protection:
1. Store only the approved materials at the job site, and store only in a suitable and designated area restricted to the storage of paint materials and Five Star Intertie Improvements Project
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related equipment. The area shall be heated or cooled as required to maintain temperatures within the range recommended by the paint manufacturer.
2. Paint materials shall be kept sealed when not in use.
3. Use all means necessary to protect paint materials before, during, and after application and to protect the installed work and materials of all other trades.
C. Replacements:
1. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner at no additional cost to the Owner.
1.7 LOCATION WHERE PAINTING IS PERFORMED
A. General:
1. Field painting shall be limited to pipe coating and general touch -up. The Contractor shall provide at his expense all shelter, heating, cooling, humidity control, and safety measures necessary to perform the work in accordance with these Specifications. The Contractor should consider prevailing weather conditions at the job site when scheduling painting.
B. Surfaces not requiring painting:
1. Nonferrous and corrosion -resistant ferrous alloys such as copper, bronze, monel, aluminum, chromium plate, weathering steel, and stainless steel, except where (1) required for electrical insulation between dissimilar metals, (2) aluminum is in contact with concrete or masonry, (3) color coding of equipment and piping is required, and (4) as noted in these specifications or the Drawings.
2. Items specified to be galvanized after fabrication unless specifically required elsewhere in these Specifications. Manufactured items and materials that are "factory" galvanized shall be prepared and painted as specified hereinafter for the exposure condition of the item and for architectural purposes unless otherwise approved by the Owner.
PART 2 PRODUCTS
2.1 PAINT MATERIALS
A. Manufacturer:
1. Paint materials are identified by proprietary name to indicate the type and quality of material desired. Materials of other manufacturers may be substituted subject to the written approval of the Owner.
2. All materials of a paint system, including primer and finish coats, shall be produced by the same paint manufacturer unless otherwise approved by the Owner and the affected paint manufacturers. Thinners, cleaners, driers, Five Star Intertie Improvements Project
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and other additives shall be as recommended by the paint manufacturer of the particular coating as per the Coating Preparation and Application Sheet (CPAS).
B. Compatibility:
1. All paint materials and equipment shall be compatible in use. Finish coats shall be compatible with prime coats and prime coats shall be compatible with the surface to be coated. All tools and equipment shall be compatible with the coating to be applied.
2. Thinners, when used, shall be only those thinners recommended for that purpose by the manufacturer of the material to be thinned.
2.2 COLORS
A. General:
1. Colors shall be selected by the Owner.
2. Colors shall be formulated with colorants free of lead, lead compounds.
3. Provide color chart prior to formulating paints
B. Provide a color coded layout of all piping and appurtenances indicating colors to be painted prior to painting for approval.
2.3 PAINT SYSTEMS
Paint Manufacturers. The paint manufacturers of the paint products listed herein are identified as follows:
(A) Ameron
(R) Rust-Oleum Industrial Choice
(T) Tnemec
(SW) Sherwin Williams
System 2: General Ferrous Interior, not Exposed to Atmosphere 1st Coat – bare metal High Solids Epoxy (A) Amerlock 400 (T) Series 135
Finish Coat(s) High Solids Epoxy (A) Amerlock 400
Total DFT = 12 mils (T) Series 135
System 3: Prefinished Machinery Coating (Other than prime coat) One Coat Aliphatic Polyurethane (A) Amershield
DFT = 2 mils (T) Series 74
System 4: Galvanized Steel and Non-Ferrous Metals
1st Coat(s) High Solids Epoxy (A) Amerlock 400
(T) Series 135
2nd Coat High Solids Epoxy (A) Amerlock 400
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DFT = 18 mils (T) Series 69
Finish Coat – exterior surfaces Acrylic Copolymer (R) DTM Acrylic 5215300
DFT = 3 mils Color: Alumi-Non
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
1. Prior to all work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence.
2. Verify that paint finishes may be applied in strict accordance with all pertinent codes and regulations and the requirements of these Specifications.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Owner.
2. Do not proceed with painting in areas of discrepancy until all such discrepancies have been fully resolved.
3.2 PREPARATION OF SURFACES, GENERAL
A. All painting work shall be performed in strict accordance with the CPAS manufacturer's instructions and these Specifications. The Contractor must have the completed CPAS forms before any surface preparation or coating application work is started.
B. Protection:
1. Prior to all surface preparation and painting operations, completely mask, remove, or otherwise adequately protect any items in contact with painted surfaces but not scheduled to receive paint.
2. Provide sufficient protection to prevent paint materials from falling on any adjacent surfaces.
3. Provide for containment of possible spills when painting over water.
C. Cleaning:
1. Before applying paint or other surface treatment, thoroughly clean all surfaces involved.
2. Schedule all cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces.
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3.3 PIPE AND EQUIPMENT IDENTIFICATION
A. Identify all piping and equipment exposed to the atmosphere, both interior and exterior, and including pipe located in concrete pipe trenches, using markers that meet the ANSI A13.1-2015 Standard.
B. Primary identification: marker shall have pipe content labeled and direction arrow per A13.1-2015 Standard.
1. Potable Water
2. Drain
3. Odor
4. FOG
5. Overflow
C. Size: markers shall meet the following size criteria per ANSI A13.1-2015 Standard:
Fits pipe outer diameter Length of Color Field Letter Height <3/4” Note 1 Note 1
3/4" to 1-1/4” 8” 1/2”
1-1/2” to 2” 8” 3/4”
2-1/2” to 6” 12” 1-1/4”
8” to 10” 24” 2-1/2”
Over 10” 32” 3-1/2”
1. Label pipe with permanent legible tag.
D. Colors per ANSI A13.1-2015 Standard:
Classification Color Scheme
Fire quenching fluids White on Red
Toxic & corrosive fluids Black on Orange
Flammable & oxidizing
fluids
Black on Yellow
Combustible fluids White on Brown
Potable, cooling, boiler
feed, & other water
White on Green
Compressed Air White on Blue
E. Pipe marker placement per ANSI A13.1-2015 Standard:
1. Adjacent to all valves and flanges
2. Adjacent to all changes of direction
3. On both sides of wall or floor penetrations
4. At every 25’ to 50’ intervals on straight runs
3.4 PREPARATION OF METAL SURFACES
A. General:
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1. All workmanship for metal surface preparation shall be in strict conformance with the applicable following Steel Structures Painting Council (SSPC) Specifications and additions.
Solvent Cleaning SP 1
Hand Tool Cleaning SP 2
Power Tool Cleaning (Wire Brush) SP 3
White Metal Blast Cleaning SP 5
Commercial Blast Cleaning SP 6
Brush-Off Blast Cleaning SP 7
Pickling SP 8
Near-White Blast Cleaning SP 10
Wheelabrator
2. Wherever the words "solvent cleaning," "hand tool cleaning," "wire brushing," or "blast cleaning," or similar words of equal intent are used in these Specifications or in paint manufacturers' specifications, they shall be understood to refer to the applicable SSPC Specifications listed above.
3. Hand tool clean areas that cannot be cleaned by power tool cleaning.
B. Preblast cleaning requirements:
1. All oil, grease, welding fluxes, and other surface contaminants shall be removed prior to blast cleaning.
2. All sharp edges shall be rounded or chamfered and all burrs, jagged edges, and surface defects shall be ground smooth.
3. Welds and adjacent areas shall be prepared such that there is (1) no undercutting or reverse ridges on the weld bead, (2) no weld spatter on or adjacent to the weld or any other area to be painted, and (3) no sharp peaks or ridges along the weld bead. All embedded pieces of electrode or wire shall be ground flush with the adjacent surface of the weld bead.
C. Blast cleaning requirements:
1. The type of equipment and speed of travel shall be such that the specified degree of cleanliness is obtained. The type and size of abrasive shall be selected to produce a surface profile that meets the coating manufacturer's recommendations for the particular primer to be used. Only dry blast cleaning methods will be permitted. The abrasive shall not be reused unless otherwise approved by the Owner.
2. Abrasive blast cleaning shall not be performed whenever the relative humidity exceeds 85 percent, nor whenever the surface temperature is within 5 degrees F above the dew point of the ambient air.
3. The Contractor shall comply with the applicable State and local air pollution control regulations for blast cleaning.
D. Post-blast cleaning and other cleaning requirements:
1. All surfaces shall be cleaned of all dust and residual particles of the cleaning operations by air blast cleaning or other approved method prior to Five Star Intertie Improvements Project
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painting. Enclosed areas and other areas where dust settling is a problem shall be vacuum cleaned and wiped with a tack cloth.
2. Surfaces shall be painted within 8 hours after the start of the cleaning operations or sooner if required to preclude surface rusting. Surfaces that have started to rust before they are painted shall be reblasted.
3.5 PREPARATION OF EXISTING COATED AND FIELD REPAIRED SURFACES
A. Existing coated surfaces to be repainted shall be detergent washed and fresh water rinsed. Loose, abraded, or damaged coatings shall be cleaned to substrate by hand or power tool, SP 2 or SP 3. Surrounding intact coating shall be feathered. One spot coat of the specified primer shall be applied to bare areas overlapping the prepared existing coating. Two full finish coats of the specified material shall be applied overall.
B. The exact nature of the existing coatings is not known in all cases; and, while it is assumed that they have oxidized sufficiently to prevent lifting or peeling when overcoated with the paints specified, the compatibility shall be checked by application to a small area prior to starting the painting. If lifting or other problems occur, request disposition from the Owner.
3.6 INTERCOAT SURFACE PREPARATION
A. Previously primed or painted surfaces shall be prepared using a method approved by the paint manufacturer in order to remove all loose and partially embedded overspray and dust particles. All dust and loosened intercoat contaminants shall be air-blown cleaned or vacuumed to provide a clean, dust-free substrate.
3.7 SOLVENT CLEANING
A. Solvent cleaning shall consist of removal of foreign matter such as oil, grease, soil, drawing and cutting compounds, and any other surface contaminants by the use of solvents, emulsions, cleaning compounds, steam cleaning, or similar materials and methods which involve a solvent or cleaning action. This method conforms with Steel Structures Painting Council SP 1.
3.8 PAINT APPLICATION
A. General:
1. All paints and coatings shall be applied in strict accordance with the "Coating Preparation and Application Sheet" (CPAS) and the paint manufacturer's recommendations. The applied coatings shall contain no runs, bridges, shiners, laps, or other imperfections. It is the intent that the coating system shall be free of pinholes and holidays and uniform in texture and color.
B. Drying:
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1. Allow sufficient drying time between coats.
2. Modify the period as recommended by the material manufacturer to suit adverse weather conditions.
C. Environmental conditions:
1. Comply with the manufacturer's recommendations as to environmental conditions under which the coating systems may be applied.
2. Do not apply paint in areas where dust is being generated.
D. Defects:
1. Sand and dust between coats to remove all defects visible to the unaided eye from a distance of five feet.
E. Color of undercoats:
1. Slightly vary the color of succeeding coats.
F. Multiple component coatings:
1. Multiple component coatings shall be prepared using all of the contents of the container for each component as packaged by the paint manufacturer.
No partial batches will be permitted. Multiple component coatings that have been mixed shall not be used beyond their pot life. The paint applicator should purchase small quantity kits for touch -up painting and other small areas requiring painting. Only the components specified and furnished by the paint manufacturer shall be mixed. No intermixing of additional components for reasons of color or otherwise, even within the same generic type of coating, will be permitted unless written approval is obtained from the paint manufacturer.
2. Porous surfaces:
3. Porous surfaces such as concrete, masonry, stucco, etc., shall have the prime coat thinned to provide maximum penetration and adhesion. Type and amount of thinning shall be determined by the paint manufacturer and is dependent upon the surface density and type of coating.
4. Porous surfaces specified to receive a water base coating shall be damp, but free of running water, just prior to application of the coating.
G. Damaged coatings:
1. Damaged coatings, pinholes, and holidays shall have the edges feathered and repaired in accordance with the CPAS and the recommendations of the paint manufacturer.
2. All finish coats, including touch -up and damage -repair coats shall be applied in a manner which will present a uniform texture and color - matched appearance.
H. Safety:
1. Painting shall be performed in strict accordance with the safety recommendations of the National Association of Corrosion Engineers Five Star Intertie Improvements Project
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contained in the publication, "Manual for Painter Safety." Unsafe conditions shall be cause for rejection of the work.
3.9 INSPECTION
A. General:
1. The preparation of surfaces and applications of coatings and related materials as required to complete the Work will be subject to inspection by the Owner at all times during performance of the Work.
2. The Contractor shall give the Owner a minimum of 3 days advance notice of the start of any surface preparation work or coating application work.
All such work shall be performed only in the presence of the Owner, unless the Owner has granted prior approval to perform such work in his absence. Work which has been performed in the absence of the Owner without his prior approval, or work which is not performed in strict compliance with the procedures set forth in these Specifications, will be subject to rejection.
3. Items of metalwork which have shop-applied coatings shall not be shipped until the coatings have been inspected by the Owner and the items have been released for shipment, unless otherwise approved by the Owner.
4. Inspection by the Owner, or the waiver of inspection of any particular portion of the work, shall not be construed to relieve the Contractor of his responsibility to perform the work in accordance with these Specifications.
B. Surface preparation:
1. Surface preparation will be inspected for compliance with the "Coating Preparation and Application Sheet" (CPAS) and these Specifications. All surfaces shall be subject to inspection prior to the start of the surface preparation.
2. Blast cleaned surfaces of mild steel shall be cleaned to the final finish displayed in the Pictorial Surface Preparation Standards for Painting Steel Structures, SSPC- VIS- 1- 67T. The Contractor and the Owner shall use the visual standards as a guide in determining the minimum degree of surface preparation required.
3. Surfaces of castings and of metals other than mild steel shall be cleaned to the degree of contaminant removal specified in the applicable SSPC surface preparation. A rational method for evaluating the degree of cleanliness of the particular surface shall be determined by the Owner.
4. The surface profile shall be measured for conformance with a Keane-Tator surface comparitor.
C. Number of coats:
1. Only inspected and approved coats of paint will be considered in determining the number of coats applied.
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3.10 DRY MIL THICKNESS
A. General:
1. Apply all coatings to the dry mil thickness indicated in the "Paint Schedule."
B. Measurement:
1. After repaired and recoated areas have dried sufficiently, final tests will be conducted by the Owner. Coating thickness specified in mils will be measured with a magnetic type dry -film thickness gauge such as Mikrotest, supplied by Nordsen Pacific, Buena Park, California.