ACTION:
____________________________
Clerk/Secretary
Department: Public Works Item No:
Prepared by: Sergio Sauceda, Management Analyst Meeting Date: December 9, 2025 Approved by:
Chris Arce, Public Works Director
John Conley, City Manager Agenda Location: Consent Calendar S
UBJECT: AGREEMENT WITH DEEB CONSTRUCTION, INC. FOR CITY OF VISTA PARK
RESTROOM RENOVATION PROJECT
RE
COMMENDATION:
1. Adopt City Council Resolution No. 2025- , approving the Agreement with Deeb Construction Inc. for C
ity of Vista Park Restroom Renovation Project.
2. Adopt City Council Resolution No. 2025- , amending the Operating Budget for Fiscal Years 2025/26 and 2026/27.
CO
RRELATION TO CITY COUNCIL GOALS: Parks and Recreation.
P
RIOR ACTION: On November 12, 2025, adopted City Council Resolution No. 2025- 191, amending the Operating Budget for Fiscal Years 2025/26 and 2026/27, and amending the Capital Project Budget for Fiscal Years 2024/25 and 2025/26 (Vote: 5-0).
O
n December 10, 2024, adopted City Council Resolution No. 2024 -200, amending the Operating Budget for Fiscal Years 2023/24 and 2024/25, and amending the Capital Project Budget for F iscal Years 2024/25 and 2025/26 (Vote: 5-0).
A
comprehensive list of prior actions is included in Exhibit 4.
S
TATEMENT ON THE SUBJECT: As part of the Citywide Park Restroom Master Program, Public Works staff identified several park restrooms in the City that have experienced significant deterioration due to age, general wear and tear, and increased public use. To address these concerns, staff developed a comprehensive renovation project that includes plumbing repairs and electrical upgrades to restrooms at:
Brengle Terrace Park (four locations), Vista Skate Park, Shadowridge Park, Breeze Hill Park, Thibodo Park, Buena Vista Park and Vista Sports Park.
The pr
oposed improvements will also focus on standardizing materials and fixtures, with an emphasis on durability to withstand high traffic, and reduce the impact of vandalism. These upgrades aim to extend the useful life of the facilities and ensure continued safety, cleanliness, and functionality for park visitors.
A
Request for Bids (RFB) was issued on October 14, 2025, and advertised on the City’s website and procurement portal, OpenGov. The RFB included a base bid for Brengle Terrace Park restrooms and alternate bid items for the remaining park restroom locations. According to the RFB specifications, bids were AGENDA
REPORT
CITY COUNCIL
COMMUNITY DEVELOPMENT COMMISSION
SUCCESSOR AGENCY
BUENA SANITATION DISTRICT
JOINT POWERS FINANCING AUTHORITY
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MEETING DATE: December 9, 2025 PAGE 2
SUBJECT: AGREEMENT WITH DEEB CONSTRUCTION, INC. FOR CITY OF VISTA PARK
RESTROOM RENOVATION PROJECT
evaluated for award based on the lowest responsive base bid only. However, staff recommends proceeding with the full scope of work that includes all alternate bid items.
B
ids were publicly opened on November 3, 2025, and the following base bid submissions were received:
C
ontractor Brengle Terrace Park Bid Amount
Deeb Construction Inc. (Claremont, CA) $ 349,500
EMH Construction LLC (Carlsbad, CA) $397,000
APR Construction (La Mesa, CA) $424,000
GQ Builders, Inc. (Rancho Santa Fe, CA) $468,730
Deeb Construction, Inc. (Deeb) was identified as the apparent lowest bidder. After reviewing the bid package, staff recommends that Deeb be accepted as the lowest responsible and responsive bidder awarding the contract with all alternative bid items for a total of $905,710.
F
ISCAL IMPACT: The cost of the Park Restroom Renovation P roject is $905,710. With an added 10% contingency the total project budget is $996,281. Sufficient funding is available in the following accounts in the Fiscal Year 2025/26 Operating Budget:
Account Account Description Amount
6020155.562000 Replacement Capital > $5,000 $158,281
6020155.562000.PA25B Replacement Capital > $5,000 $288,000 6020155.562000.YE25 Replacement Capital > $5,000 $250,000 0010000.310765 Design-Park Maintenance &
Improvements Reserve
$300,000
Total $996,281
A
pproval of this Item will appropriate $300,000 from Design -Park Maintenance & Improvement Reserve Account (No. 0010000.310765) to Replacement Capital > $5,000 Account (No. 6020155.562000).
EXHIBITS:
1. City Council Resolution No.2025- , approving the Agreement with Deeb Construction, Inc. for City of Vista Park Restroom Renovation Project
2. City Council Resolution No. 2025- , amending the Operating Budget for Fiscal Years 2025/26 an d
2026/
27 3. Contract with Deeb Construction, Inc.
4. P
rior Actions
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0 0029213 7
RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF
VISTA, CALIFORNIA, AGREEMENT WITH DEEB CONSTRUCTION INC FOR
CITY OF VISTA PARK RESTROOM RENOVATION PROJECT
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. The City solicited bids for the Brengle Terrace Park Restroom Renovation Project. On November 3, 2025 public bids for services were opened and Deeb Construction Inc. was the lowest bidder.
B. Staff determined that the bid from Deeb Construction Inc. is responsive in all material aspects of the request for bids, and that the bid from Deeb Construction Inc. is the lowest responsive, responsible bid.
2. Action.
A. The City Council approve the agreement with Deeb Construction Inc. for City of Vista Restroom Renovation Project.
B. The Mayor is authorized to sign the Agreement on behalf of the City.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on December 9, 2025, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
APPROVED
Walter C. Chung
20251125092755
JOHN B. FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
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EXHIBIT 1
RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF
VISTA, CALIFORNIA, AMENDING THE OPERATING BUDGET FOR
FISCAL YEARS 2025/26 AND 2026/27
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. On June 10, 2025, the City Council adopted Resolution 2025-102 approving the Operating Budget for Fiscal Years 2025/26 and 2026/27.
B. The City Council desires to amend the Operating Budget at this time to reflect changed circumstances.
2. Action.
A. The Operating Budget for Fiscal Years 2025/26 and 2026/27 is amended as set forth in Exhibit A.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on December 9,
2025, by the following vote:
AYES:
NOE
S:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
JOHN B. FRANKLIN, MAYOR
ATTEST:
K
ATHY VALDEZ, CITY CLERK
By:
APPROVED
Walter C. Chung
20251104155748
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EXHIBIT 2
RESOLUTION NO. 2025-
BUENA SANITATION DISTRICT BOARD OF DIRECTORS
PAGE 1
EXHIBIT A
1. Account Description
Appropriation
Increase/(Decrease)
Revenue/Fund Balance
Increase/(Decrease)
0010000 310765 Design-Park Maintenance & Improvements Reserve (300,000.00)$ 6020155 562000 Replacement Capital > $5,000 $ 300,000.00 Appropriations are hereby made for City of Vista Park Restroom Renovation Project.
Account Number
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SUMMARY CONSTRUCTION – COV LOCAL
DEEB CONSTRUCTION INC.
[00064028-1] 00064028 1
CONSTRUCTION CONTRACT
THIS CONTRACT is made and entered into as of _____________________________ (“Contract Date”), by and between the City of Vista, a chartered municipal corporation (“Agency”), and Deeb Construction Inc., a California corporation (“Contractor”). Agency and Contractor are sometimes individually referred to as a “Party” and collectively as “Parties.” In consideration of the mutual covenants contained herein, Agency and Contractor agree as follows:
SECTION 1
The Contract Documents consisting of the PROJECT SPECIFICATIONS, comprised of the NOTICE INVITING BIDS, the INSTRUCTIONS TO BIDDERS, the accepted BID PROPOSAL; BID SCHEDULE; CONTRACTOR’S LICENSING STATEMENT; PROJECT REFERENCES; CONTRACTOR’S LIST OF SUBCONTRACTORS;; PUBLIC CONTRACT CODE STATEMENTS AND QUESTIONNAIRE; NON-COLLUSION AFFIDAVITS; the CONSTRUCTION CONTRACT, CONTRACTOR’S CERTIFICATE, SUPPLEMENTARY GENERAL PROVISIONS, SUPPLEMENTARY TECHNICAL PROVISIONS, Special Provisions, Plans, Standard Plans and Specifications; together with all additions, deletions, modifications, appendices, and all addenda (No. 0), as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents, are hereby incorporated in and made a part of this Contract as fully as if set forth herein.
SECTION 2
For and in consideration of the payments and agreements to be made and performed by the Agency as set forth in said Contract Documents, the Contractor agrees with the Agency to construct
CITY OF VISTA PARK RESTROOM RENOVATION PROJECT
as specifically set forth in documents entitled
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
for which award of the Contract was made, to furnish at his own proper cost and expense all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore, as provided in the Contract Documents, and to do everything required therein. In accordance with the provisions of Section 3700 of the Labor Code, the Contractor will be required to secure the payment of Worker’s Compensation Insurance for its employees.
SECTION 3
For furnishing all said services and materials, payment of premiums on insurance policies, obtaining all permits and licenses of a temporary nature, furnishing and removing all plant, temporary work or structures, tools, and equipment, and for doing all the Work contemplated and embraced in this Contract, also for all loss and damage arising out of the nature of the aforesaid work during its progress or prior to acceptance from the action of the elements and 12/09/2025
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EXHIBIT 3
SUMMARY CONSTRUCTION – COV LOCAL Page 2 of 3 DEEB CONSTRUCTION INC. [00064028-1] 00064028 1
from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work, and for all other risks of any description connected with the Work, also for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in the said Contract Documents are expressly stipulated to be borne by the Agency, and for well and faithfully completing the Work and the whole thereof within the stipulated time and in the manner shown and described in the said documents, and in accordance with the requirements of the Engineer under them, the Agency will pay, and the Contractor shall receive in full compensation therefore, the prices set forth by him in the accepted bid. The total compensation will be computed on the basis of the units of work actually performed in accordance with the requirements of the Contract Documents and paid for at the stipulated prices named in the BID SCHEDULE for completion of the Work.
SECTION 4
The Agency hereby promises and agrees with the said Contractor to employ, and does hereby employ the said Contractor to provide the materials and to do the Work according to the terms and conditions herein contained and referred to, for the price aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the Contract Documents, and the Parties for themselves, their heirs, executors, administrators, successors and assigns do hereby agree to the full performance of the covenants herein contained.
SECTION 5
Contractor agrees to indemnify, defend, and save harmless, the Agency, its officers, agents, employees and volunteers from and against any and all claims, demands, damages, losses and expenses, defense costs including attorney fees, or liability of any kind or nature which the Agency, its officers, agents and employees may sustain or incur or which may be imposed upon them for injury to or death of persons, or damage to property as a result of, arising out of, or in any manner connected with the Contractor’s performance under the terms of this Contract, caused in whole or in part by any negligent or willful acts or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, except where caused by the active negligence, sole negligence, or willful misconduct of the Agency.
[Continued on page 3.]
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SUMMARY CONSTRUCTION – COV LOCAL Page 3 of 3 DEEB CONSTRUCTION INC. [00064028-1] 00064028 1
SECTION 6
Contractor agrees that the Payment Bond and Performance Bond attached to/submitted concurrently with this Contract are for reference purposes only, and shall not be considered a part of this Contract. Contractor further agrees that said bonds are separate obligations of the Contractor and its surety, and that any attorneys’ fee provision contained in any payment bond or performance bond shall not apply to this Contract. In the event there is any litigation between the Parties arising from the breach of this Contract, each Party will bear its own attorneys’ fees in the litigation.
IN WITNESS WHEREOF, the Parties have caused this Contract to be executed as of the Contract Date.
CITY OF VISTA, a chartered municipal
corporation
By:
JOHN B. FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
RISK MANAGEMENT REVIEW:
ANALISA HOLBROOK, RISK MANAGER
By:
DEEB CONSTRUCTION INC., a California
corporation
By:
Name/Title
By:
Name/Title
APPROVED
Amanda L. Guy
20251125084620
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CITY OF VISTA PUBLIC WORKS DEPARTMENT
PROJECT SPECIFICATIONS FOR
BRENGLE TERRACE PARK RESTROOMS
RENOVATION PROJECT
OCTOBER 2025
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PROJECT SPECIFICATIONS
for
BRENGLE TERRACE PARK RESTROOMS
RENOVATION PROJECT
CITY OF VISTA PUBLIC WORKS, CALIFORNIA
Prepared on behalf of
VISTA PUBLIC WORKS DEPARTMENT
CITY OF VISTA, CALIFORNIA
1165 E. Taylor St.
Vista, CA 92084
______________________________ ________________________ Greg Mayer, P.E. Date Signed
City Engineer
10/9/25
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1 PROJECT SPECIFICATIONS FOR
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
TABLE OF CONTENTS
BIDDING AND CONTRACTUAL DOCUMENTS PAGE
Notice Inviting Bids ................................................................................................. 2
Instructions to Bidders ........................................................................................... 5
Proposal Forms
Bid Proposal ............................................................................................... 23 Bid Schedule .............................................................................................. 27 Contractor’s Licensing Statement ............................................................ 40 Project References..................................................................................... 41 Contractor’s List of Subcontractors .......................................................... 42 Non-Collusion Declaration ......................................................................... 43 Bid Security Forms ..................................................................................... 44
Agreement and Bonds
Construction Contract ................................................................................ 48 Faithful Performance Bond ....................................................................... 52 Payment Bond ............................................................................................ 56 Contractor's Certificate .............................................................................. 59 Non-Collusion Declaration for Subcontractors ......................................... 60
SPECIAL PROVISIONS
Supplementary General Provisions........................................................................ 61 Supplementary Technical Provisions ..................................................................... 118 Supplementary CSI Technical Provisions .............................................................. 121
APPENDICES
Appendix A: Site Maps
Appendix B: Site Materials Product Information and Quantity Sheet
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2 PART I
BIDDING AND CONTRACTUAL DOCUMENTS
NOTICE INVITING BIDS
PUBLIC NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the chartered City of Vista (“Agency”) for furnishing all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore, as provided in the Contract Documents, for the “BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT” in strict accordance with the Project Specifications and Plans on file in the City of Vista Engineering Department.
1. DATE OF OPENING BIDS
All Bidders are required to submit their bid electronically through the City’s Electronic Bidding System (OpenGov Procurement). Hardcopy bids will not be accepted. Bidders must register by creating a free account with OpenGov Procurement at: https://secure.procurenow.com/signup.
Registered bidders may obtain bid materials and view submission procedures at:
https://secure.procurenow.com/portal/cityofvista. Bidders must also download this bid solicitation to appear on the Bidder’s List as a “Prospective Bidder,” receive addenda, and submit a bid. Bids shall be submitted electronically no later than 12:00PM on Monday November 3, 2025.
Immediately after the bid submission deadline, bids will be unsealed and posted at:
https://secure.procurenow.com/portal/cityofvista. OpenGov Procurement will determine the official time for the advertised bid opening and such determination will be final. Bid Tabulation results will be available through OpenGov Procurement
Any bids not received in a timely manner on the Bid Opening Date, as described above, will not be considered.
Note: The City of Vista complies with the Americas with Disabilities Act. If you require reasonable accommodations for the bid opening, please contact the Office of the City Clerk, 760-639-6125, at least forty-eight (48) hours prior to the bid opening.
2. DESCRIPTION OF WORK
The Work generally consists of: The renovation of four existing restroom structures located within Brengle Terrace Park as identified in the exhibits. The work involves the removal of existing toilet fixtures, toilet accessories, partitions, grab bars, doors, window security bars, fixtures, drinking fountain, bottle fillers, lights, exhaust fans and other misc. items as identified and replacement in kind with specified products. The work also includes the complete painting of all interior and exterior structures including all facia, trim, walls, and ceilings including repair and deteriorated facia and beams as needed. The replacement work shall include and is not limited to plumbing actuated devices and necessary modifications of masonry as needed and electrical upgrades including all mechanical components as needed within the restroom facility and chase rooms. 12/09/2025
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3 Restroom #1 consists of a masonry structure on the backside of the recreational facility.
Bathroom partitions are masonry with a wood ceiling. Restroom #2 consists of a prefabricated concrete restroom building constructed by CXT. All replacement parts should be available through CXT or the contractor may choose to manufacture or purchase replacement parts elsewhere as long as they conform to the existing quality or space requirements. Restroom #3 is a combination masonry/wood octagon shaped structure with half of the structure being utilized for restrooms and the other half for a picnic/shelter area. The entire structure should be considered as part of the restroom renovations including the drinking fountain, bottle filling station, maintenance facility doors and any other misc. portions of the structure. Restroom #4 also consists of a prefabricated concrete restroom building constructed by CXT. All replacement parts should be available through CXT or the contractor may choose to manufacture or purchase replacement parts elsewhere as long as they conform to the existing quality or space requirements.
3. LOCATION OF WORK
The Work to be constructed is located on 1200 Vale Terrace Dr. Vista, CA 92084 at various locations throughout Brengle Terrace Park for the base bid items in the City of Vista, California.
See site maps for bid alternate locations.
4. CONTRACT DOCUMENTS
Contract documents are available electronically on the City’s OpenGov Procurement portal at:
https://secure.procurenow.com/portal/cityofvista.
5. CONTRACTOR'S LICENSE CLASSIFICATION
In accordance with the provisions of the California Public Contract Code Section 3300, the Agency has determined that the Contractor shall be required to possess a valid California Class B General Building Contractor, License(s) at the time that the Contract is awarded, and shall maintain said license(s) in good standing at all times during performance of the Work.
6. CONSTRUCTION COST OPINION AND TIME OF COMPLETION
The Engineer’s Opinion of Probable Construction Cost for this Project is four hundred seventy thousand dollars ($470,000.00 for the base bid items and one hundred sixty thousand dollars ($160,000.00) for the alternate bid items. All Work shall be completed in every detail to the satisfaction of the Agency within sixty (60) Working Days after the date of the NOTICE TO PROCEED.
7. PRE-BID MEETING
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4 A Pre-Bid Meeting will be held on Monday, October 20 at 11:00AM at 1200 Vale Terrace Dr.
Vista, CA 92084 in Brengle Terrace Park. The Pre-Bid Meeting will include a walk of each facility including alternate bids. The pre-con will be the only opportunity to have access to each facility including the chase rooms. Although it is non-mandatory, it is highly recommended for all bidders to review each facility and have a full understanding of the project scope. Failure to view the project site will not result in an opportunity for change order based on unknown conditions. The scope of the Project and the bidding requirements are reviewed by the Agency and comments and questions from prospective bidders are discussed. PROSPECTIVE BIDDERS ARE ENCOURAGED TO ATTEND.
8. PROJECT ADMINISTRATION
All project related questions and requests for clarifications, changes, exceptions, and deviations to the terms and conditions set forth in this solicitation shall be submitted via “Q&A” through the City’s Electronic Bidding System, OpenGov Procurement.
All questions must be submitted through the City’s Electronic Bidding System by the deadline listed in the City’s Electronic Bidding System, or if no deadline is listed, at least five (5) Working Days prior to the date fixed for opening of bids.
9. CITY CHARTER / WAGES
NOTICE IS HEREBY GIVEN that, pursuant to the Vista City Charter and the Vista Municipal Code, payment of prevailing wages and compliance with the California Labor Code Sections 1770 et seq IS required for this Project.
By ORDER of the chartered City of Vista, California
_________________________
Kathy Valdez, City Clerk
City of Vista, California
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5 INSTRUCTIONS TO BIDDERS
1. SITE REVIEW
Prospective bidders are expected to conduct a site review of the Project prior to submitting a bid.
2. LOCAL CONDITIONS AND BID QUANTITIES
Bidders shall read the Project Specifications and documents, examine the Plans, review available documents, and make their own estimates of the existing facilities and the difficulties that will attend the execution of the Work called for by the proposed Contract including federal, state, and local laws and regulations, local conditions, uncertainty of weather, traffic, soil conditions and all other contingencies.
Since incorporation in 1963 and chartering in 2007, the City of Vista has constructed numerous projects throughout the City. The projects may have led to development of files and records that may materially affect the Contract. All bidders are strongly encouraged to request copies of those records and familiarize themselves with those records.
Bidders shall satisfy themselves by personal examination of the location of the proposed Work, and by such other means as they may choose as to actual conditions and requirements, and as to the accuracy of the quantities stated in the BID SCHEDULE. 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, as to the quantity of materials to be furnished, and as to the requirements of these Contract Documents.
Information derived from the Plans, Project Specifications, profiles or drawings, maps, other reports, or from the Engineer or his assistants, shall not relieve the bidder of this responsibility, and the interpretation of the data disclosed by borings or other preliminary investigations is not warranted or guaranteed, either expressly or implied, by the Agency. The bidder’s failure or omission to receive or examine any part of the Contract Documents or to visit the site and be familiar with the existing conditions, shall in no way relieve the bidder from obligation with respect to this bid or to the performance of the Work under this Contract.
The quantities of work or material stated in the unit price items of the BID SCHEDULE are supplied only to give an indication of the general scope of the Work. The Agency does not expressly or by implication agree that the actual amount of work or material will correspond therewith, but reserves the right to increase or decrease the amount of any unit price item of the Work by an amount up to and including twenty-five percent (25%) of any bid item(s), or to omit portions of such work as may be deemed necessary or expedient by the Engineer without a change in the unit price.
Bidders shall not, at any time after the submission of a bid, make or have any claim for damages or anticipated profits or loss of profit or otherwise because of any difference between the quantities of work actually done and material furnished and those stated in said unit price items of the BID SCHEDULE.
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6 The Bidder understands that the unit prices and total bid amount set forth by the Bidder in the BID SCHEDULE shall include all appurtenant expenses, premiums, taxes, royalties and fees. The Bidder shall make no reference in the BID SCHEDULE to sales tax, use tax, or any other tax. The Bidder shall make no reference in the BID SCHEDULE to any patent fees or royalties on any patented article or process which may be furnished or used or to any premium for insurance or surety bonds in the Bid. All amounts bid shall be deemed and held to include any such taxes, fees, royalties or premiums which may be applicable.
The Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, project, or device which is the subject of patent rights or copyrights held by others.
The Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted at the time bids are received by the Agency, whether or not yet effective. The total bid amount shall be deemed to include such taxes and the Contractor shall not be entitled to separate compensation for such taxes.
3. DISADVANTAGED BUSINESS ENTERPRISE (DBE) PROGRAM
The Agency hereby notifies all bidders that it will affirmatively ensure that in any Contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation. Components of the Agency’s Disadvantaged Business Enterprise (DBE) Program can be found in the Appendices (see list of Appendices in Table of Contents on Page 2). The Agency may require of the low bidder and sub- contractors any DBE certification within four (4) Working Days after bid opening.
4. INTERPRETATION OF PLANS AND PROJECT SPECIFICATIONS
If any person contemplating the submittal of a bid for the proposed Contract is in doubt as to the meaning of any requirement of the Plans or Project Specifications, or he finds any discrepancies in or omissions from the Plans or Project Specifications, they shall submit a written request for an interpretation or correction thereof via “Q&A” through the City’s Electronic Bidding System, OpenGov Procurement.
The written request must be received by the deadline listed in the City’s Electronic Bidding System, or if no deadline is listed, at least five (5) Working Days prior to the date fixed for opening of bids. The person making the request will be responsible for its prompt delivery.
Interpretations or corrections will be made only by ADDENDA to the Project Specifications or by dated revisions of the drawings. Addenda will be sent to registered bidders that have downloaded this solicitation through the City’s Electronic Bidding System.
All addenda so issued shall become part of the Contract Documents. Acknowledgement of receipt of any and all addenda is required in the BID SCHEDULE. Failure of any bidder to receive any addenda shall not relieve such bidder from any obligations imposed by such addenda. The effect of all addenda to the Contract Documents shall be considered in the bid and said addenda shall be acknowledged on the Bid Proposal. Before submitting a bid, each bidder shall inform 12/09/2025
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7 himself as to whether or not any addenda have been issued. Failure to determine the existence of any addenda, to obtain and review such addenda, or to include in the bid any obligations imposed by such addenda issued may render the bid irregular and may result in its rejection.
5. BIDDERS INTERESTED IN MORE THAN ONE BID
No person, firm or corporation shall make, file or be interested in more than one (1) bid for the same work unless alternative bids are specifically requested. A person, firm or corporation who has submitted a sub-proposal to a bidder, or who has quoted prices of materials to a bidder, is not disqualified from submitting a sub-proposal or quoting prices to other bidders.
6. FORM OF BID AND SIGNATURE
The bids shall be made on the Bid forms provided through the City’s Electronic Bidding System.
These documents shall constitute the bid. The bid shall be submitted electronically for this solicitation on the City’s OpenGov Procurement portal at:
https://secure.procurenow.com/portal/cityofvista. Bidders must also mail their bid security or original bidder’s bond with a postmarked date no later than the Bid Date as described in Section 11 Bid Security / Return of Bid Securities below.
The Bid for the Work is intended to establish a total cost for the Work in its entirety. The Bidder shall state in the Bid the unit prices or Lump Sums for which he proposes to supply the labor, materials, supplies and equipment necessary to complete the Work required by the Contract Documents. Certain permit requirements, General Provisions, Supplementary General Provisions, and other work required by the Plans and/or the Specifications may not be listed in the Bid Schedule and are, in general, applicable to more than one listed Bid Item. Other required work may not be listed as a separate item in the Bid Schedule, but is necessary to complete the Work described in the Plans and/or the Project Specifications. The Bidder shall include the cost of all work not listed as a separate item in the Bid Schedule in the various related items of work listed in the Bid Schedule, so that the Bid for the Project reflects the total cost for completing the Work in its entirety.
If the proposal is made by an individual, it shall be signed and his full name and address shall be given; if it is made by a firm, it shall be signed with the partnership name by a member of the firm, who shall also sign his own name, and the name and address of each member shall be given; and if it is made by a corporation, the name of the corporation shall be signed by its duly authorized officer or officers attested by the corporate seal, and the names and titles of all officers of the corporation shall be given.
7. PREPARATION OF THE BID / REJECTION OF THE BID
The Bid shall be prepared such that it is complete and responsive to all requirements of the Contract Documents. The completed Bid shall consist of the following forms:
a) Bid Proposal
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8 b) Bid Schedule (to be completed through the City’s Electronic Bidding System, OpenGov Procurement)
c) Description of Base Bid Items (copy, include, and upload with bid package) d) Contractor’s Licensing Statement
e) Project References
f) Contractor’s List of Subcontractors
g) Non-Collusion Declaration
h) Bid Security Form (with bid bond, cash, certified check or cashier’s check included)
Registered bidders may obtain the Contract Documents through the City’s Electronic Bidding System. If any bid forms are missing from the Contract Documents obtained by the Bidder, directly from OpenGov Procurement or through other means, it shall be the Bidder's responsibility to contact the Agency and obtain all required Bid Document forms prior to submitting a bid.
Blank spaces in the Bid shall be properly filled in (using figures in the Bid Schedule). The Bid shall contain an acknowledgment of receipt of all addenda.
The phraseology of the Bid must not be changed, and no addition shall be made to the items mentioned therein. Alternative bids shall not be considered unless specifically requested and authorized by the Agency.
The Bid shall be signed in accordance with the “Instructions for Signing Bids, Bonds, and Contracts”, included in the Contract Documents, and as required by the City’s Electronic Bidding System.
.
The bidder shall set forth for each unit basis item of work a unit price and a total for the item, and for each lump sum item a total for the item, all in clearly legible figures in the respective spaces provided for that purpose. In the case of unit basis items, the amount set forth under the "Item Total" column shall be the product of the unit price bid and the estimated quantity for the item. Unit prices shall not exceed two (2) decimal places.
All extensions of the unit prices bid and sums will be subject to verification by the Agency. If the unit prices entered by the Bidder exceed two (2) decimal places, the Agency will only use the first two (2) digits after the decimal points without rounding up or down.
In case of discrepancy between the unit price and the total set forth for a unit basis item, the unit price shall prevail, except as provided in (a) or (b), as follows:
a) If the amount set forth as a unit price is unreadable or otherwise unclear, or is omitted, or is the same as the amount as the entry in the item total column, then the amount set forth in the item total column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price;
b) If the product of the entered unit price and the estimated quantity is exactly off by a factor of ten, one hundred, etc., or one-tenth, or one-hundredth, etc. from the entered total, the discrepancy will be resolved by using the entered unit price or item total, whichever most 12/09/2025
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9 closely approximates percentage-wise the unit price or item total in the Agency's Final Estimate of cost.
Bids on lump sum items shall be item totals only; if any unit price for a lump sum item is included in a bid and it differs from the item total, the item total shall prevail.
If both the unit price and the item total are unreadable or otherwise unclear, or are omitted, the bid may be deemed irregular. Likewise if the item total for a lump sum item is unreadable or otherwise unclear, or is omitted, the bid may be deemed irregular unless the project being bid has only a single item and a clear, readable total bid is provided.
A Bid shall be considered irregular if certain situations occur, including, but not limited to, the following:
a) The Bid contains blank spaces that are not properly filled in. b) The Bid contains unauthorized provisions, conditions, limitations, or alternatives. c) The Bid is either not typewritten or not printed in ink. d) The Bid contains interlineations, alterations, erasures, clerical errors or is otherwise illegible or unclear, or not properly initialed.
e) The Bid is not properly signed in accordance with the instructions. f) The Bid contains unit prices and/or item totals that are unreadable or otherwise unclear, or are omitted.
g) The Bid contains a significant “material” difference between the bid total written in figures, the bid total written in words, and/or the sum of the item totals after any math errors are corrected.
Bidder’s failure to submit the Bid on time through the City’s Electronic Bidding System, submit a complete Bid using all of the required Bid forms provided in the Contract documents or addenda, include a price for any Bid item that requires the Bidder to submit a price, acknowledge all addenda, or submit the appropriate Bid Security shall render the Bid non-responsive and shall be cause for its rejection.
In accordance with the provisions of Section 1771.1(b) of the California Labor Code – the Agency will not accept bid or enter into a Contract without proof of the contractor’s current registration with the California Department of Industrial Relations pursuant to Section 1725.5.
The Agency, in its sole discretion, reserves the right to reject any or all bids, and to waive any informalities or minor irregularities in the Bids, unless waiving such irregularity would give a competitive advantage to a Bidder.
8. ALTERNATIVE SCHEDULES
Bidders are directed to review the BID SCHEDULE and the appendices for details regarding the alternate bid items, if included.
The Agency will evaluate the bids based on the total amount of the Base Bid Items, and will not include the Alternate Bid Item(s) in determining the lowest responsible bidder. The Agency 12/09/2025
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10 reserves the right to award the Contract on the Base Bid Items, and with or without any or all of the Alternate Bid Item(s). The Agency reserves the right to adjust the quantity of the Alternate Bid Item(s) after the award of contract.
9. LIST OF SUBCONTRACTORS FILED WITH BID
In accordance with the provisions of Sections 4100 through 4113, inclusive, of the Public Contract Code of the State of California (“Subletting and Subcontracting Fair Practices Act”), each bidder shall submit with his bid the name, location of place of business, and Contractor’s License Number of each proposed subcontractor who will perform work or labor or render service to the principal Contractor in an amount in excess of one-half of one percent (0.5%) of the principal Contractor's bid, or in the case of the construction of streets or highways, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and shall state the portion and dollar value of the Work which will be done by each such subcontractor in the List of Subcontractors form. If no subcontractor is listed for a portion of the Work, then the Contractor is required to perform that portion with his own forces.
An inadvertent error in listing the subcontractor’s license number shall not be grounds for filing a bid protest, or grounds for considering the bid nonresponsive, if the corrected contractor’s license number is submitted to the public entity by the prime contractor within 24 hours after the bid opening, provided that the corrected license number corresponds to the submitted name and location of the subcontractor.
Pursuant to Section 1725.5 of the Labor Code of the State of California, no contractor may be awarded a public works contract and no subcontractor of any tier may work on a public works project without proof of registration with the Department of Industrial Relations. To comply with these regulations, each bidder being considered for award of the Contract shall submit to the Agency the names and PWC Registration Number of each proposed subcontractor of any tier who will perform work or labor or render service to the principal Contractor in any amount within 7 days after the bid opening date. The inadvertent listing on the bid documents of a subcontractor that is not registered with the California Department of Industrial Relations will not necessarily invalidate the bid. An unregistered subcontractor can be replaced with one who is registered.
10. NON-COLLUSION DECLARATIONS
The bidder is required to execute a Non-Collusion Declaration in the form attached hereto, and submit the form with the bid. The Agency reserves the right to require, before awarding the contract, that the principal Contractor secure from each proposed subcontractor a Non-Collusion Declaration in the form also attached hereto, and submit all forms to the Agency.
If at any time it shall be found that the person, firm or corporation to whom the Contract has been awarded has, in presenting any bid or bids, colluded with any other party or parties, then the Contract so awarded shall be null and void, and the Contractor and the Contractor’s sureties shall be liable to the Agency for all loss or damage which the Agency may suffer thereby, and the Agency may advertise anew for bids for such work.
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11 11. BID SECURITY / RETURN OF BID SECURITIES
Each bidder shall submit with his bid an unconditional certified or cashier's check drawn on a solvent state or national bank, or a bidder's bond with a responsible corporate surety, on the form attached hereto, subject to the provisions for “Bonds” herein. Unless otherwise stated in the Contract Documents, said bid security or bidder's bond shall be in a sum at least ten percent (10%) of the total base bid amount, and shall be made payable to the Agency as a guaranty that the bidder will, if an award is made, in accordance with the terms of his bid, promptly execute a Contract in the required form, secure payment of Workmen's Compensation, and furnish satisfactory Performance Bond, Payment Bond, and certificates of insurance, and endorsements within ten (10) Working Days following the posting of the Notice of Intent to Award a contract.
Notice of instructions to Principal and Surety regarding completion of Bidder’s Bond:
1) Principal’s signature with title must be properly notarized (i.e., proprietorship, partnership, corporation, joint venture). If corporation, affix seal; 2) Signature of Attorney-in-Fact for Surety must be properly notarized; 3) Attach certified copy of Power of Attorney for Surety’s Attorney-in-Fact; and 4) If bond is executed in excess of surety company’s treasury limit, evidence of how bond was reinsured must be attached over signature of Attorney-in-Fact.
Bidders must scan and upload a copy of their bid security or bidder’s bond with their electronic bid submittal in OpenGov Procurement.
Bidders must also mail their bid security or original bidder’s bond with a postmarked date no later than the Bid Date, to the following address:
ATTN: KEITH GARDNER
City of Vista Public Works Department
1165 E. Taylor St.
Vista, CA 92084
If a bidder to whom an award is made fails or refuses to execute the Contract, secure the payment of Worker's Compensation and furnish the required bonds and proof of insurance, all within the time stated in the provisions for “Execution of Contract / FAILURE TO EXECUTE CONTRACT” herein, the money represented by said check or bidder's bond shall become and remain the property of the Agency, the amount thereof being agreed to by the bidder as liquidated damages due the Agency on account of the delay in the execution of the Performance Bond, Payment Bond, and proof of insurance coverage, and in the performance of work thereunder, resulting from such failure or refusal.
The Agency reserves the right to retain the bid security of the three (3) apparent lowest responsible Bidders until the Contract Documents have been formally executed by the successful Bidder and the Agency, and the successful Bidder has filed with the Agency the Faithful Performance Bond, the Contractor’s Payment Bond, and the insurance policies or certificates required by the Bid Documents, after which such bid securities will be returned to the respective Bidders whose bids they have accompanied.
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12 12. PROJECT REFERENCES
All bidders shall provide evidence satisfactory to the Agency that the bidder has prior experience to properly perform in accordance with the terms of these Plans and Specifications by completing and submitting the PROJECT REFERENCES spreadsheet with his bid. The PROJECT REFERENCES list shall include projects successfully performed by the Bidder of comparable magnitude that he or his associates are personally competent to manage the proposed undertaking, and to carry it forward to a successful conclusion.
13. LICENSE REQUIREMENTS
All prospective contractors submitting a bid shall have the appropriate license as required by these specifications. Failure to possess the specified license at the time of award shall render the bid as non-responsive and shall act as an absolute bar to award the Contract to any bidder not possessing said license at the time of award. Any Contract awarded to a contractor who was not properly licensed at the time of award or at any time during the Contract period shall be void pursuant to Section 7028.15 of the Business and Professions Code. The Agency shall verify that a contractor is properly licensed prior to the award of the Contract as part of determining the lowest responsible and responsive bidder.
14. CONTRACTOR'S REQUIRED SHARE OF CONTRACT WORK
In accordance with Subsection 3-2, SELF-PERFORMANCE of the Standard Specifications for Public Works Construction, the Contractor shall perform, with its own personnel from within its organization, Contract work amounting to at least fifty percent (50%) of the Contract Price, except that any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount of work required to be performed by the Contractor with its own personnel [i.e. the percentage of work which will not be performed by a Bidder’s own forces will be determined by (1) adding the dollar value of all contracts shown on the list of subcontractors (excluding the dollar amount of any specialty items), then (2) dividing such total by the Bidder’s Total Bid Amount (excluding the dollar amount of specialty bid items)].
Specialty Items shall be as listed in Subsection 3-2 (“SELF-PERFORMANCE.”) of the latest edition of the Greenbook and is identified with an “S” in the Bid Item Number column of the BID SCHEDULE.
15. ANNUAL PUBLIC WORKS BIDDER REGISTRATION (SB 854)
In accordance with the provisions of California Senate Bill 854, passed by the California State Senate on June 20, 2014, all contractors and subcontractors bidding and performing work on Public Works Projects must register on an annual basis with the California Department of Industrial Relations (DIR) and furnish electronic payroll records to the Labor Commissioner’s Office.
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13 In accordance with the provisions of Section 1771.1(a) of the California Labor Code, 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 this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section 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 at the time the Contract is awarded. Prime contractors and their subcontractors must possess and maintain such registration with DIR in order to be awarded contracts and to perform work.
The Agency will verify that the contractors or subcontractors that bid on, or are listed in the bid proposal of, this Contract are currently registered and qualified to perform public work pursuant to Section 1725.5 in the State of California through the following URL website link at:
https://services.dir.ca.gov/gsp?id=dir_contractors&table=x_cdoi2_letf_core_contracto r_lookup
In accordance with the provisions of Section 1771.1(a) of the California Labor Code – the Agency will not accept a bid or enter into a Contract without proof of the contractor’s current registration to perform public works pursuant to Section 1725.5.
In accordance with the provisions of Section 1773.3 of the California Labor Code, the Agency will provide notice to the Department of Industrial Relations of any public works Contract within thirty (30) days of the award, but in no event later than the first day in which a contractor has workers employed upon the public work, using the online PWC-100 “Extract of Public Works Contract Award” form, which can be found at:.
https://www.dir.ca.gov/pwc100ext/LoginPage.aspx
The online PWC-100 form is also transmitted to the Department of Apprenticeship Standards (DAS) to inform them of the award of a contract.
16. MODIFICATION AND WITHDRAWAL OF THE BID
Any Bidder may modify his prior to the scheduled closing time for receipt of bids by submitting an amended bid through the City’s Electronic Bidding System.
A bidder may withdraw his bid before the hour fixed for opening bids, without prejudice to himself, by cancelling their bid submission through the City’s Electronic Bidding System. No proposal may be withdrawn after the hour fixed for opening bids without rendering the accompanying certified or cashier's check or bidder's bond subject to forfeiture as liquidated damages in like manner as in the case of failure to execute the Contract after award, as hereinafter provided.
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14 After the bids have been publicly opened, they shall not be withdrawn by the Bidders for a period of at least ninety (90) calendar days subject to the execution stated in the paragraph below. The ninety (90) calendar day review period may be extended by the Agency and written approval by the Bidder.
A Bidder shall be permitted to withdraw a bid after the opening of the bids only if the Bidder established to the satisfaction of the Agency ALL of the following:
a) A clerical error was made by the Bidder in filling out the bid; and the error was not due to:
1) an error in judgment;
2) an error in inspecting the site of the Work, or;
3) an error in reading the Plans and Contract Documents. b) The clerical error made the bid materially different than the Bidder intended the bid to be. c) The Bidder gave the Agency written notice within five (5) Working Days excluding Saturdays, Sundays, and State holidays, after the opening of the bids, in which said notice specifies in detail the nature of the error and how the error was made per Public Contract Code 5103(b).
17. (INTENTIONALLY LEFT BLANK)
18. PUBLIC OPENING OF BIDS
No bid received after the time named or at any place other than the place stated in the Notice Inviting Bids shall be considered. Immediately after the bid submission deadline, bids will be unsealed and posted at: https://secure.procurenow.com/portal/cityofvista. OpenGov Procurement will determine the official time for the advertised bid opening and such determination will be final. Bid Tabulation results will be available through OpenGov Procurement.
After the bids are publicly opened, the Agency shall review all bids for responsiveness, compare the bids to the Engineer’s Opinion of Probable Cost and investigate the responsibility and qualifications of all Bidders to whom the award is contemplated, for a period not to exceed ninety (90) calendar days after the Bids have been opened. Based on the findings from the review of the Bids, the Agency will provide a Notice of Intent to Award a contract to all bidders.
Following the posting of the Notice of Intent to Award a contract, anyone interested in inspecting bid documents in person or receiving electronic copies shall make a request to the City Engineer following the posting of the Notice of Intent to Award a contract. Bid documents will be sent electronically, and appointments for inspection of the bid documents will be scheduled to occur, within five (5) Working Days after the request is received by the Agency.
19. DISQUALIFICATION OF BIDDERS
Any one or more of the following causes may be considered as sufficient for the disqualification of Bidder and the rejection of the Bidder’s bid or bids:
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15 a) Submittal of more than one (1) bid for the same work from an individual firm, partnership, or corporation under the same or different names.
b) Evidence of collusion among Bidders.
c) Modification of BID SCHEDULE.
d) Submittal of an incomplete or invalid bid, and / or failure to include all required information, which precludes full analysis and review of said Bid and / or which precludes meaningful comparison of the Bid with other bids received by the Agency.
20. BID PROTESTS
Any bidder who submits a valid bid shall have the right to file a bid protest with the Agency before 5:00 p.m. on the fifth Working Day following the posting date of the Notice of Intent to Award a contract. However, bidder shall receive an extension to this deadline if the Agency has not fulfilled bidder’s request for electronic copies of the bid documents or for an opportunity to inspect the bid documents at least two (2) Working Days prior to the deadline. In such cases, bidder may submit a bid protest before 5:00 p.m. on the fifth Working Day following the date on which bidder receives, or is provided an opportunity to inspect, the bid documents. Bid protests must be submitted in writing to the City Engineer of the City of Vista, City of Vista Civic Center, Engineering Department, 200 Civic Center Drive, Vista, California 92084-6275. The time limits and requirements set forth in this section are mandatory, and are the bidder’s sole and exclusive remedy in the event of a bid protest, and failure to comply with these requirements shall constitute a waiver of any right to further pursue the bid protest, including filing a Government Code Claim or legal proceedings. If a protest is received from anyone other than a bidder, or after the specified time period, the protest shall be invalid. The protest shall conform to the following requirements:
a) The initial protest document shall contain a complete statement of the basis for the protest. b) The protest shall refer to the specific portion, or portions, of the document that form the basis for the protest.
c) The protest shall contain the name, address, and telephone number of the person representing the protesting party.
d) The party filing the protest shall concurrently transmit a copy of the initial protest document, and any attached documentation, to all other parties with a direct financial interest that may be adversely affected by the outcome of the protest. Such parties shall include all other bidders or proposers who appear to have a reasonable prospect of receiving an award depending upon the outcome of the protest.
e) The Agency shall issue a decision on the protest.
21. AWARD OF CONTRACT
No bidder may withdraw its bid for a period of ninety (90) calendar days.
The Contract shall be awarded within ninety (90) calendar days after the opening of bids, if it is in the interest of the Agency to do so. The Agency reserves the right to waive any informality or minor irregularities in any bid, to reject any or all bids, to reject one part of a bid and accept the other, except, to the extent that bids are qualified by specific limitations, to take bids under 12/09/2025
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16 advisement for a period of ninety (90) calendar days after the date the bids are publicly opened, and to make award to the lowest responsible bidder as the interest of the Agency may require.
All terms and conditions contained in the Contract Documents shall become a part of the contract.
22. LOCAL BUSINESS ENTITY PREFERENCE
A Local Business Entity, as defined below, may be entitled to a preference as provided for in Section 3.08.040 of the Vista Municipal Code. If the lowest bid is submitted by someone other than a Local Business Entity, the Local Business Entity who submitted the lowest bid that is within five percent (5%) of the lowest bid shall be given the opportunity to become the lowest bidder by reducing its bid to match the bid of the lowest bidder. In order to be deemed the lowest bidder, the Local Business Entity must agree in writing to reduce its bid to match the bid of the lowest bidder within three (3) Working Days of the City’s request to match. Thereafter, the Contract may be awarded to that Local Business Entity if it otherwise qualifies as the Lowest Responsible Bidder.
A “Local Business entity” is:
1) a) A business entity providing services when the entity’s principal place of business is located within the City as identified on a City business license or other official documents; or
b) a vendor making a sale of goods provided that such business or entity possesses a valid and current seller’s permit or equivalent issued by the State Board of Equalization or its successor which identifies the City of Vista as the points of sale for all of its taxable retail sales within the City’s jurisdiction; and
2) Holds a City of Vista business license that has been in effect for at least six (6) months prior to the issuance of a request for bids/proposals for which the company wishes to bid; and
3) Employs at least two (2) full-time, or four (4) part-time employees of the company whose primary residence is located within the City of Vista; or, if the company has no employees, then is at least fifty percent (50%) owned by one or more persons whose primary residences are located within the City of Vista.
23. VETERAN-OWNED BUSINESS ENTITY [(CITY PROJECTS ONLY
A Veteran-Owned Business Entity, as defined below, may be entitled to a preference as provided for in section 3.08.020 of the Vista Municipal Code. Should the bidder who submits the lowest bid not be a Veteran-Owned Business Entity, then the lowest bid submitted by a Veteran-Owned Business Entity which is within two percent (2%) of the lowest bid may be deemed the Lowest Monetary Bidder, whether or not that bidder is the second lowest bidder, if the Veteran-Owned Business Entity agrees, in writing, to reduce its bid to match the bid of the lowest bidder within three days of the City’s request to match. Thereafter, the Contract may be awarded to the Veteran-Owned Business Entity if it otherwise qualifies as the Lowest Responsible Bidder.
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17 A “Veteran-Owned Business Entity” is:
1) Is a business entity which at least fifty one percent (51%) owned by one or more veterans; and
2) Holds a business license for at least 6 months prior to the issuance of the request for bids/proposals in
(a) the City of Vista; or
(b) one of the other Innovate 78 Corridor Economic Development Initiative cities of Carlsbad, Escondido, Oceanside, or San Marcos, provided that the city issuing the business license has enacted a substantially similar veterans business preference program as determined by the City Manager; and 3) (a) Is a Service-Disabled Veteran-Owned Small Business (SDVOSB) or Veteran-Owned Small Business (VOSB) registered with the Office of Small & Disadvantaged Business Utilization’s Vets First Verification Program, a division of the U.S. Department of Veteran Affairs, or (b) is a disabled Veteran Business Enterprise (DVBE) certified and registered with the Office of Small Business and DVBE Service, a division of the California Department of General Services.
24. EXECUTION OF CONTRACT / FAILURE TO EXECUTE CONTRACT
A bidder whose proposal is being recommended for acceptance shall execute a written Contract with the Agency, in the form of the CONSTRUCTION CONTRACT attached hereto, prior to contract award and within the time requested by the Agency. Thereafter, a bidder to whom an award is made shall secure the payment of Workmen's Compensation, and furnish good and approved bonds and insurance certificates, all as required in the following paragraph and all in accordance with the provisions hereof, within ten (10) Working Days from the date of the posting of the Notice of Intent to Award a contract, by the Agency to the bidder, according to the address given by him in his proposal.
If a bidder to whom award is made fails or refuses execute the Contract prior to bid award, or to thereafter conform to any of the stipulated requirements in connection therewith, the money represented by his check or bidder's bond shall become the property of the Agency, as provided in the provisions for “Bid Security” herein, any award made will be annulled, and, at the discretion of the Agency, an award may be made to the bidder whose proposal is next most acceptable to the Agency, and such bidder shall fulfill every stipulation embraced herein as if he were the party to whom the first award was made. A corporation whose proposal is being recommended for acceptance may be required, before the Contract is executed, to furnish evidence of its corporate existence, of its right to do business in California, and of the authority of the officer signing the Contract and bonds for the corporation.
25. BONDS
Except as otherwise provided in the Contract Documents, a bidder to whom the Contract is awarded shall, within the time stated in the provisions for “EXECUTION OF CONTRACT / FAILURE TO EXECUTE CONTRACT” herein, furnish a bond with an admitted corporate surety, or corporate sureties conditioned upon the faithful performance of the said bidder of all covenants and 12/09/2025
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18 stipulations in the Contract. Said bond, hereinafter referred to as the Faithful Performance Bond, shall be in the form approved by the Agency and in the penal sum of at least one hundred percent (100%) of the total base bid amount payable under the Contract secured by two (2) or more sufficient sureties or by a surety company.
Within the time mentioned in the preceding paragraph, the bidder to whom the Contract is awarded shall also furnish a Payment Bond, approved by the Agency, in accordance with the provisions of Civil Code Section 3225-3228, inclusive, and Sections 3247-3252, inclusive.
Unless otherwise specified in the Contract Documents, said Payment Bond shall be in a sum not less than one hundred percent (100%) of the total amount payable by the terms of this Contract, but not less than the sum prescribed by Section 3248 of the Civil Code, in any case.
Each bond shall incorporate, by reference, the Contract, and be signed by both the Contractor and the Surety.
Sureties must:
1) be listed in the latest version of U.S. Department of Treasury Circular 570 at:
https://www.fiscal.treasury.gov/fsreports/ref/suretyBnd/c570_a-z.htm
2) be authorized to issue bonds in California;
3) have bonding limitation shown in said Circular 570 sufficient to provide bonds in the amount required for the contract.
The Agency will verify that the corporate surety or sureties that furnish bonds for this Contract are admitted sureties authorized to provide such services in the State of California through the following URL website link at:
http://www.insurance.ca.gov
The surety or sureties on all bonds furnished must be satisfactory to the Agency. All insurance or surety companies providing insurance or surety bond(s) under the Contract shall be admitted in the State of California to transact the insurance business in the class of the type provided and shall have a general policy holder's rating of "A" or higher and a Financial Class V ($10,000,000) or better as established in the most current A. M. Best's Key Rating Guide or equivalent or greater rating established by another recognized rating entity such as Moody’s; provided however, that for the workers' compensation and employers' liability insurance business and having a general policy holders' rating of "A" or higher and a Financial Class VI or higher in the most current A.M.
Best's Key Rating Guide. The party required to furnish bonds pursuant to these instructions shall furnish such bonds at his cost and expense. The Agency reserves the right to reject any bond if, in the opinion of the Engineer, the surety's acknowledgment is not in the form included in the Contract Documents or in another form substantially as prescribed by law.
Surety companies and insurance companies shall familiarize themselves with all of the conditions and provisions of the contract, and they waive the right of special notification of any change or modification of the Contract or of decreased or increased work or of the cancellation of the contract, or of any other acts by the Agency or its authorized agents, under the terms of 12/09/2025
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19 the contract. Notwithstanding the provisions of any other contract or agreement, the failure of any surety company or insurance company to receive notification of any of the aforesaid changes shall in no way relieve the surety company or insurance company of its obligations under the contract. Notwithstanding any other provisions of the Contract Documents inconsistent with the provisions of this section, the Contractor shall not be responsible for the cost of repairing or restoring damage to the Work in excess of five percent (5%) of the Contract price caused by an act or acts of God, as defined in Public Contract Code Section 7105, occurring after the Contract for the Work is entered into.
To be approved, the Payment Bond must be in the form provided in these Project Specifications.
Unless a Contractor’s Payment Bond is filed and approved as herein provided, no claim in favor of the Contractor arising under the Contract shall be audited, allowed or paid by the Agency. Any persons named in Section 3181 of the California Civil Code shall receive payment of their respective claims in the manner provided by Chapter 4, Part 4, Division 3, Title 15 of the California civil Code upon having complied with the conditions of Section 3183 of the California Civil Code.
26. NOTIFICATION OF SURETY COMPANIES
The surety companies and other signers of any of the above mentioned bonds and insurance companies, shall familiarize themselves with all of the conditions and provisions of the contract, and they waive the right of special notification of any change or modification of the Contract or of extension of time, or of decreased or increased work, or of the cancellation of the Contract, or of any other act or acts by the Agency or its authorized agents, under the terms of the Contact; and failure to so notify the aforesaid surety companies or insurance companies of changes shall in no way relieve the surety companies of their obligation under the Contract.
27. LIABILITY INSURANCE
Before the Contract is executed on behalf of the Agency, a bidder to whom the Contract has been awarded shall furnish to the Agency a policy or certificate of protective liability insurance in which the Agency shall be named as an additional insured with the bidder. The policy shall insure the Agency, its officers and its employees, the bidder, his employees, and his subcontractors and their employees, and their heirs, agents, and employees, while acting within the scope of their duties, against all claims arising out of or in connection with the Work to be performed, and shall remain in full force and effect until the Work is accepted by the Agency. The policy shall provide for the limits stated with any insurance policy carried by the Agency. The public liability insurance shall be in the amounts set forth in of the Supplementary General Provisions. The insurance company shall meet the financial strength rating requirements set forth in the General Provisions.
28. INSURANCE CODE REQUIREMENTS
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20 premiums and commissions thereon. A bidder to whom the Contract is awarded shall furnish, at the time his bond or bonds are submitted for approval, satisfactory evidence that the requirements of said code have been observed.
29. ASSIGNMENT
In accordance with Section 4552 of the Government Code, the bidder shall conform to the following requirements. In submitting a bid to the Agency, the bidder offers and agrees that if the bid is accepted, it will assign to the Agency 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. Section 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 by the Bidder for sale to the purchasing body pursuant to the bid. Such assignment shall be made and become effective at the time the purchasing body tenders final payment to the bidder.
30. WAGE RATES
Pursuant to the Vista City Charter and the Vista Municipal Code, payment of prevailing wages and compliance with the California Labor Code Sections 1770 et seq IS required for this Project.
It shall be mandatory upon the Contractor to whom the Contract is awarded, and upon all subcontractors under him, to pay not less than the general prevailing rates of wages to all workers employed in the execution of this Contract in accordance with the provisions of the California Labor Code and general law. Certified payroll on an approved compliance format is required for all work under this Contact and shall be submitted directly to the Labor Commissioner’s Office as required by law.
In accordance with the requirements of Section 1726 of the Labor Code, the Agency will ensure that public works contractors pay prevailing wages and are in compliance with public works laws and will report any suspected violations to the Labor Commissioner:
In accordance with the requirements of Section 1727 (a) of the Labor Code, the Agency will withhold and retain all amounts required to satisfy any Civil Wage and Penalty Assessment.
Information on the current prevailing wages can be obtained by contacting the State of California, Department of Industrial Relations, Division of Labor Statistics and Research, PO Box 420603, San Francisco, California, 94142, (415) 703-4774 or from the California Department of Industrial Relations’ internet website at http://www.dir.ca.gov.
31. SUBSTITUTION OF SECURITIES IN LIEU OF RETENTION
The Contractor may elect to receive one hundred percent (100%) of payments due under the Contract Documents from time to time, without retention from any portion of the payment by the Agency, if the Contractor deposits securities of equivalent value with the Agency in accordance with the provisions of Section 22300 of the California Public Contract Code. Such securities, if deposited by the Contractor, shall be valued by the Agency, whose decision on valuation of the securities shall be final. Securities eligible for investment under this provision shall be limited to those listed in Section and 16430 of the California Government Code. 12/09/2025
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21 INSTRUCTIONS FOR SIGNING BIDS, BONDS AND CONTRACTS
CORPORATIONS
Give name of corporation.
Proof of authorization shall be established (pursuant to Corporation Code Section 313) when the corporate officers listed below both sign the documents:
Signatures: Chairman of Board or President or Vice-President AND Secretary or Assistant Secretary or Chief Financial Officer or Assistant Treasurer.
Affix corporate seal and Notary's acknowledgment.
Others may sign to bind the corporation if the Agency has been furnished a certified copy of a resolution of the corporate board of directors authorizing them to do so.
PARTNERSHIPS
Signatures: All members of partnership. One may sign if the Agency has a copy of authorization [i.e., a Certificate of Partnership (State form LP-1 for Limited Partnerships) or a copy of the partnership agreement is sufficient to establish the authority of a single general partner to bind the partnership].
Affix Notary's acknowledgment.
JOINT VENTURES
Give the names of the joint ventures.
Signatures: All joint ventures. One may sign if the Agency has a copy of authorization.
Affix Notary's acknowledgment.
INDIVIDUALS
Signature: The individual.
Affix Notary's acknowledgment.
FICTITIOUS NAMES
Show fictitious names.
Satisfy all pertinent requirements shown above (note: If the Bidder is a sole proprietorship, either a Fictitious Business Name Statement or a City of Vista business license is sufficient to establish the authority of an individual to bind the sole proprietorship).
BONDS
In addition to all pertinent requirements above, give signature of Attorney-in-Fact and apply surety's seal.
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22 BID PROPOSAL
From: ______________________________________________________________, Bidder,
For: The construction of
RENOVATIONS OF PUBLIC RESTROOMS AT BRENGLE TERRACE PARK
as specifically set forth in documents entitled
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
The undersigned hereby proposes and agrees that if his bid as submitted in the attached BID SCHEDULE be accepted, he will contract in the form so approved to perform all work for which a Contract may be awarded him, to furnish any and all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore as provided in the Contract Documents, and to do everything required therein for the proposed Project as specifically set forth in said Contract Documents, together with appurtenances thereto, all as set forth on the Drawings and in the Project Specifications and other Contract Documents; and he further proposes and agrees to complete all the Work called for by the Drawings, Project Specifications, and other Contract Documents in strict conformity therewith within the time limits set forth therein; and that he will accept as full payment therefore the prices set forth in the BID SCHEDULE forming a part hereof.
The undersigned hereby submits either a Bid Bond or Bid Security in the form of Cash, a Cashier’s Check, or a Certified Check, using the forms included in these Bid Documents, properly made payable to CITY OF VISTA, hereinafter designated as the Agency, in an amount that is at least ten percent (10%) of the total base bid amount. The Bid Bond or Bid Security is attached hereto and is given as a guaranty that the undersigned will execute the Contract and furnish the required bonds if awarded the Contract and, in case of failure to do so within the time provided, the proceeds of said bond or bid security shall be forfeited to the Agency. The Surety’s liability to the Agency for forfeiture of the face amount of the bond shall be considered as established.
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23 It is understood and agreed that:
1. The undersigned has carefully examined all Bid documents and other Documents which will form the Contract, including all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents.
2. The undersigned has, by investigating the site of work, by reviewing and analyzing the Plans and Specifications, and by otherwise familiarizing himself with the Project, has satisfied himself as to the nature and location of the Work and has fully informed himself as to all conditions and matters which can in any way affect the Work or the cost thereof.
3. The undersigned fully understands the scope of the Work and has included in the various related items of Work the cost of all work not listed as a separate item so that the Bid for the Project reflects the total cost for completing the Work in its entirety, has checked carefully all words and figures inserted in this Bid, and he further agrees that the Agency shall in no way be responsible for any errors or omissions in the preparation of this proposal.
4. The undersigned will execute the Contract and furnish the required Performance Bond, Payment Bond, and proof of insurance coverage within the stipulated time after the posting of a notice to him of acceptance of his bid by the Agency; and further, that this bid may not be withdrawn for a period of ninety (90) calendar days after the date set for the opening thereof unless otherwise required by law. If any bidder shall withdraw his bid within said period, the bidder shall be liable under the provisions of the Bid Security, or the bidder and his surety shall be liable under the Bid Bond, as the case may be.
5. The surety or sureties and insurance companies named in the space provided have agreed to furnish bonds, insurance, and endorsements in the form and amounts set forth in the Contract Documents in the event the Contract is awarded on the basis of this proposal.
6. The undersigned hereby certifies that this proposal is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any other person, firm or corporation to refrain from bidding, and the undersigned has not in any manner sought by collusion to secure for himself an advantage over any other bidder.
7. In conformance with current statutory requirements of Section 1860, et. seq., of the Labor Code of the State of California, the undersigned confirms the following as his certification:
“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.”
8. Receipt of Addenda No. ___ through ___ is hereby acknowledged. (If none, write “NONE”).
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24 9. In compliance with the Notice Inviting Bids and all the provisions hereinbefore stipulated, the undersigned, with full cognizance thereof, hereby proposes to perform the entire work for the prices set forth in the attached BID SCHEDULE upon which award of the Contract is made.
(Continued on next page)
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25 DATE: ________________, 20_____ BIDDER’S NAME___________________________
BY______________________________________
Signature
________________________________________
Printed Name
TITLE____________________________________
BY______________________________________
Signature
________________________________________
Printed Name
TITLE____________________________________
(CORPORATE SEAL) BIDDER'S MAILING ADDRESS:
Name and address of all members ________________________________________ of the firm or names of all officers
of the corporation. ________________________________________
CORPORATION ORGANIZED UNDER THE LAWS
_________________________________ OF THE STATE OF
_________________________________ ________________________________________
_________________________________ CONTRACTOR'S LICENSE # _________________
_________________________________ EXPIRATION DATE_________________________
_________________________________ CONTRACTOR'S LICENSE CLASS______________
_________________________________ SURETY OR SURETIES: _____________________
_________________________________ ________________________________________
_________________________________ INSURANCE COMPANY:
_________________________________ ________________________________________
I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct:
______________ _________________________________
Date CONTRACTOR'S SIGNATURE
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26 BID SCHEDULE
To be completed through the City’s Electronic Bidding System (OpenGov Procurement)
Pursuant to and in compliance with the Notice Inviting Bids and other Contract Documents relating to the proposal for the construction of
RENOVATIONS OF PUBLIC RESTROOMS AT BRENGLE TERRACE PARK
as specifically set forth in documents entitled
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
all in accordance with the Plans and Project Specifications on file at the City of Vista Engineering Department, the undersigned bidder, having familiarized himself with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the Work at the place the Work is to be done; and with the Plans, Project Specifications and other Contract Documents, hereby stipulated; the Contractor agrees to complete the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all labor, materials, tools, equipment, expendable supplies and all utility and transportation services necessary to perform the Contract, and complete in a workmanlike manner all of the Work required in connection with the Contract, all in strict conformance with the Plans and Project Specifications on file at the City of Vista Engineering Department.
All items shall be finished and functional per Plans and the Contract Documents. Items designated with an ‘S’ in the Bid Item column of the Bid Schedule are Specialty Items per Subsection 3-2 (“ SELF- PERFORMANCE”) of the San Diego Regional Supplement to the Greenbook.
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27 BID SCHEDULE
(Provided for reference only)
PROJECT NAME: BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
TO BE COMPLETED THROUGH THE CITY’S ELECTRONIC OPENGOV PROCUREMENT BIDDING SYSTEM
NOTE 1: The Bid Schedule Worksheet is only provided as a reference for preparing the bid. Only the unit prices and totals entered in the OpenGov Procurement bidding system will be considered valid for purposes of the City’s bid evaluation. The low bidder bid schedule from OpenGov Procurement will be printed and inserted into the final contract documents.
Note 2: Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted.
The following “Description of Base Bid Items” is part of the Bid Schedule and shall be submitted with the bid.
Base Bid Items
Bid
Item Description Of Work Qty. Unit
1 Mobilization & Demobilization
(5% maximum of Total Base Bid) 1 LS
2 Restroom #1 Epoxy/Paint 1 LS
3.S Restroom #1 Electrical 1 LS
4.S Restroom #1 Plumbing 1 LS
5 Restroom #1 Misc. Items (Doors, Windows,
Screens, etc.) 1 LS
6 Restroom #2 Epoxy 1 LS
7.S Restroom #2 Electrical 1 LS
8.S Restroom #2 Plumbing 1 LS
9 Restroom #2 Misc. Items (Doors, Windows,
Screens, etc.) 1 LS
10 Restroom #3 Epoxy/Paint 1 LS
11.S Restroom #3 Electrical 1 LS
12.S Restroom #3 Plumbing 1 LS
13 Restroom #3 Misc. Items (Doors, Windows,
Screens, etc.) 1 LS
14 Restroom #3 Restroom Partitions 1 LS
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28 Bid
Item Description Of Work Qty. Unit
15 Restroom #4 Epoxy 1 LS
16.S Restroom #4 Electrical 1 LS
17.S Restroom #4 Plumbing 1 LS
18 Restroom #4 Misc. Items (Doors, Windows,
Screens, etc.) 1 LS
19 Project Closeout 1 LS
BID SCHEDULE WORKSHEET – END
(Provided for reference only)
BID SCHEDULE TO BE COMPLETED THROUGH THE CITY’S ELECTRONIC BIDDING SYSTEM (OPENGOV PROCUREMENT)
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS. Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted.
Alternate Bid Items
Bid
Item Skate Park Restroom Description Unit Qty. Unit Price Item Total 1 Mobilization and Demobilization – Skate Park
(5% maximum of total Skate Park alternate
bid)
1 LS
2 Epoxy 1 LS
3.S Electrical 1 LS
4.S Plumbing 1 LS
5 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
Bid
Item Shadowridge Park Restroom Description Unit Qty. Unit Price Item Total 6 Mobilization and Demobilization –
Shadowridge
(5% maximum of total Shadowridge Park
alternate bid)
1 LS
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29 7 Epoxy/Paint 1 LS
8.S Electrical 1 LS
9.S Plumbing 1 LS
10 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
11 Restroom Partitions 1 LS
Bid
Item Breeze Hill Park Restroom Description Unit Qty. Unit Price Item Total 12 Mobilization and Demobilization – Breeze Hill
Park Restroom
(5% maximum of total Breeze Hill Park
Restroom alternate bid)
1 LS
13 Epoxy/Paint 1 LS
14.S Electrical 1 LS
15.S Plumbing 1 LS
16 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
17 Restroom Partitions 1 LS
Bid
Item Thibodo Park Restroom Description Unit Qty. Unit Price Item Total 18 Mobilization and Demobilization – Thibodo Park
(Not to exceed 5% maximum of total for
Thibodo Park Restroom alternate bid)
1 LS
19 Epoxy/Paint 1 LS
20.S Electrical 1 LS
21.S Plumbing 1 LS
22 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
23 Restroom Partitions 1 LS
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30 Bid
Item Buena Vista Park Restroom Description Unit Qty. Unit Price Item Total 24 Mobilization and Demobilization – Buena Vista
Park Restroom
(Not to exceed 5% maximum of total for Buena
Vista Park Restroom alternate bid)
1 LS
25 Epoxy 1 LS
26.S Electrical 1 LS
27.S Plumbing 1 LS
28 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
Bid
Item Vista Sports Park Restroom Description Unit Qty. Unit Price Item Total 29 Mobilization and Demobilization – Vista Sports
Park
(Not to exceed 5% maximum of total for Vista
Sports Park Restroom alternate bid)
1 LS
30 Epoxy/Paint 1 LS
31.S Electrical 1 LS
32.S Plumbing 1 LS
33 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS and each alternative bid as the budget allows. Alternative Bid Items are required and will be considered for award in the order listed. Unit prices shall prevail over extended total and grand total prices.
Late bids will not be accepted.
Description of Base Bid Items:
(Scan and Include with Bid Package)
Bid Item #1 includes all costs for Mobilization per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site.
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31 Bid Item #2: Epoxy/Paint for Restroom #1 shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Bid Item #3: Electrical for Restroom #1 shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #4: Plumbing for Restroom #1 shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #5: Misc. Items for Restroom #1 shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Bid Item #6: Epoxy for Restroom #2 shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications.
Bid Item #7: Electrical for Restroom #2 shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #8:Plumbing for Restroom #2 shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #9: Misc. Items for Restroom #2 shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
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32 Bid Item #10: Epoxy/Paint for Restroom #3 shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Bid Item #11: Electrical for Restroom #3 shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #12: Plumbing for Restroom #3 shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #13: Misc. Items for Restroom #3 shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Bid Item #14: Restroom Partitions for Restroom #3 shall consist of all necessary materials and labor for the removal and replacement of all interior partitions, including all necessary hardware, fabrication, anchors, etc. complete per the manufacturer’s recommendations.
Bid Item #15: Epoxy for Restroom #4 shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive an epoxy primer/paint application per the manufacturer’s recommendations.
Bid Item #16: Electrical for Restroom #4 shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #17: Plumbing for Restroom #4 shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
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33 Bid Item #18: Misc. Items for Restroom #4 shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Bid Item #19: Project Closeout shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
BID ALTNERATES
Alternate Bid Item #1 includes all costs for Mobilization/Demobilization for the Skate Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
Alternate Bid Item #2: Epoxy for the Skate Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications.
Alternate Bid Item #3: Electrical for the Skate Park Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Alternate Bid Item #4:Plumbing for the Skate Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Alternate Bid Item #5: Misc. Items for the Skate Park Restroom shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, 12/09/2025
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34 security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Alternate Bid Item #6 includes all costs for Mobilization/Demobilization for the Shadowridge Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
Alternate Bid Item #7: Epoxy/Paint for the Shadowridge Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Alternate Bid Item #8: Electrical for the Shadowridge Park Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Alternate Bid Item #9: Plumbing for the Shadowridge Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Alternate Bid Item #10: Misc. Items for the Shadowridge Park Restroom shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Alternate Bid Item #11: Restroom Partitions for Shadowridge Park Restroom shall consist of all necessary materials and labor for the removal and replacement of all interior partitions, including all necessary hardware, fabrication, anchors, etc. complete per the manufacturer’s recommendations.
Alternate Bid Item #12 includes all costs for Mobilization/Demobilization for the Breeze Hill Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, 12/09/2025
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35 staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
Alternate Bid Item #13: Epoxy/Paint for the Breeze Hill Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Alternate Bid Item #14: Electrical for the Breeze Hill Park Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Alternate Bid Item #15: Plumbing for the Breeze Hill Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Alternate Bid Item #16: Misc. Items for the Breeze Hill Park Restroom shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Alternate Bid Items #17: Restroom Partitions for Breeze Hill Park Restroom shall consist of all necessary materials and labor for the removal and replacement of all interior partitions, including all necessary hardware, fabrication, anchors, etc. complete per the manufacturer’s recommendations.
Alternate Bid Item #18 includes all costs for Mobilization/Demobilization for the Thibodo Hill Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use. 12/09/2025
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36 Alternate Bid Items #19: Epoxy/Paint for the Thibodo Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Bid Item #20: Electrical for the Thibodo Park Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #21: Plumbing for the Thibodo Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #22: Misc. Items for the Thibodo Park Restroom shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Alternate Bid Items #23: Restroom Partitions for Thibodo Park Restroom shall consist of all necessary materials and labor for the removal and replacement of all interior partitions, including all necessary hardware, fabrication, anchors, etc. to complete per the manufacturer’s recommendations.
Bid Item #24 includes all costs for Mobilization/Demobilization for the Buena Vista Duck Pond Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
Bid Items #25: Epoxy for the Buena Vista Duck Pond Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications.
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37 Bid Item #26: Electrical for the Buena Vista Duck Pond Park Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Items #27:Plumbing for the Buena Vista Duck Pond Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #28: Misc. Items for the Buena Vista Duck Pond Park Restroom shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Bid Item #29 includes all costs for Mobilization/Demobilization for the Vista Sports Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
Bid Items #30: Epoxy/Paint for the Vista Sports Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Bid Item #31: Electrical for the Vista Sports Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #32: Plumbing for the Vista Sports Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of 12/09/2025
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38 all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #33: Misc. Items for the Vista Sports Park Restroom shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
--END OF BID SCHEDULE--
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39 CONTRACTOR'S LICENSING STATEMENT
The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.
Contractor's License Number: _________________________________________________________________
Contractor's License Class: _________________________________________________________________
Expiration Date: _________________________________________________________________
(As described in the INSTRUCTIONS FOR SIGNING BIDS, BONDS AND CONTRACTS, complete and sign the appropriate section for your company)
Name of Individual Contractor (Print or type): ____________________________________________________
Signature of Contractor: _________________________________________________________________
Business Address: _________________________________________________________________
or
Name of Partnership or Joint Venture Firm: ____________________________________________________
Business Address: ________________________________________________________________________
Signature, printed name, title and address of members signing on behalf of the partnership:
Signature: _____________________ Name: ______________________ Title: ______________________
Address: _________________________________________________________________________________
Signature: _____________________ Name: ______________________ Title: ______________________
Address: _________________________________________________________________________________
or
Name of Corporation: ________________________________________________________________________
Business Address: ________________________________________________________________________
Corporation organized under the laws of the State of _____________________________________________
_______________________________________ __________________________________________ Signature of Officer of Corporation Printed Name and Title
_______________________________________ __________________________________________ Signature of Officer of Corporation Printed Name and Title
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40 PROJECT REFERENCES
The Bidder shall provide evidence that the Bidder has had the prior experience to properly perform in accordance with the terms of these Plans and Project Specifications.
List ALL contracts with public agencies entered within the past five (5) years of the most recent projects for which the Bidder has completed work of similar size and complexity to this project as the General (or Prime) Contractor, and the names and phone numbers of the contracting public agencies. Make copies of this page for listing additional projects.
Project
No. Date Completed Public Agency Name,
Contact Person & Phone
Project Name and Description of
Work Contract Amount
1. 2.
3. 4.
5. 6.
7. Note: Attached pre-printed list to this page to list additional projects. 12/09/2025
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41 CONTRACTOR’S LIST OF SUBCONTRACTORS
PROJECT NAME: BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
NAME OF BIDDER: ______________________________________________________________________________
In accordance with Division 2, Part 1, Chapter 4 of the Public Contract Code, the prime Contractor shall submit with its Bid a list of subcontractors who will perform work in excess of one-half of one percent (0.5%) of the prime Contractor’s total Bid or $10,000, whichever is greater.
Subcontractors listed must be properly licensed for the type of work they are to perform, and their license numbers must be indicated below. Do not list alternate subcontractors for the same work.
Name under which
Subcontractor is licensed
License No.
and Class
Address of Office,
Mill or Shop
DBE
(Yes/No)
Bid
Item
No(s).
Description of
Subcontractor’s
Portion of Work
Dollar Value
of
Subcontract
(Provide additional copies of this sheet if needed)
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42 NON-COLLUSION DECLARATION
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
The undersigned declares:
I am the __________________ of _________________________________, the party making the foregoing bid. (Title) (Company Name)
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
________________________, at ________________________________, ___________________________.” (Date) (City) (State)
________________________________________
Signature
________________________________________
Printed Name
________________________________________
Title
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43 BID SECURITY FORM
(For Cash or Checks)
BID SECURITY FORM
Note: This form is to be used when the Bidder chooses to submit cash or a check instead of a bid bond as bid security. Cash or a cashier’s or certified check in the amount of not less than ten percent (10%) of the total Base Bid must accompany the bid.
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Vista (“Agency”) has issued an invitation for bids for the work described as follows:
Work Description.
WHEREAS
(Name, address, and telephone number of Bidder)
the undersigned bidder (“Bidder”), has submitted the accompanying bid to Agency for the work.
WHEREAS, bidders are required under the provisions of the Vista Municipal Code to furnish a form of bidder’s security with their bid.
NOW, THEREFORE, the undersigned Bidder, is held and firmly bound unto Agency in the penal sum not less than ten percent (10%) of the total base bid amount, in lawful money of the United States of America in the form of *Cash, *a Certified Check, *a Cashier’s Check (* Strike out the inapplicable words) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Bidder shall not withdraw said bid within the period specified in the bidding specification, or, if no period be specified, for ninety (90) calendar days after the bid opening; or if the Bidder does not attempt to withdraw the bid when the requirements of Public Contract Code §5101 et seq. are not met; or if the Bidder is awarded a contract for the work by Agency and, within the time and in the manner required by the bidding specification , or if no period be specified, within ten (10) working days after the Contract is awarded, enters into the written form of contract included with bidding specification, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverages, then this obligation shall become null and void and the cash or check shall be returned to Bidder; otherwise, the proceeds of the cash or check shall become the property of the Agency and the Bidder shall have no further interest therein. [Text and signatures continued on page 2.]
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44 In case suit is brought against the Bidder based on this obligation, Bidder further agrees to pay all court costs incurred by Agency in the suit and reasonable attorneys’ fees in an amount fixed by the court.
IN WITNESS WHEREOF, this instrument has been duly executed by Bidder on the date set forth below, the name of each corporate officer being hereto affixed, and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
Bidder
By:
Its
By:
Its
(Seal)
This form must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.
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45 BID SECURITY FORM
BID BOND
Bond No.:
BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
The City of Vista (“City”) has issued an invitation for bids for the work described as follows:
Work Description.
(Name, address, and telephone number of Bidder)
the undersigned bidder (“Principal”), has submitted the accompanying bid to City for the work.
Bidders are required under the provisions of the Contract to furnish a form of bidder’s security with their bid.
NOW, THEREFORE, we, the undersigned Principal, and
(Name, address, and telephone number of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum not less than ten percent (10%) of the total base bid amount, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal shall not withdraw said bid within the period specified in the bidding specification, or, if no period be specified, for ninety (90) calendar days after the bid opening; or if the Principal does not attempt to withdraw the bid when the requirements of Public Contract Code §5101 et seq. are not met; or if the Principal is awarded a contract for the work by City and, within the time and in the manner required by the bidding specification , or if no period be specified, within ten (10) working days after the Contract is awarded, enters into the written form of contract included with bidding specification, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverages, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.
In case suit is brought upon this bond, Surety further agrees to pay all court costs incurred by City in the suit and reasonable attorneys’ fees in an amount fixed by the court.
Surety, for value received, hereby stipulates and agrees that no change, extension of time for award of a contract after opening of bids, alteration, addition, modification, or supplement to the terms of the bidding documents, the work to be performed thereunder, or the Contract Documents shall in any way affect Surety’s obligations under this Bond, and Surety does hereby waive notice of any such change, extension of time, alteration, addition, modification or supplement to the terms of said Bidding Documents, the Work to be performed thereunder, or the Contract Documents. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849. City is an intended beneficiary of this bond and has all rights of a party thereto.
[Text and signatures continued on page 2.]
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46 IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed, and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
“Principal”
By:
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
“`Surety”
By:
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.
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47 CONSTRUCTION CONTRACT
CONSTRUCTION CONTRACT
THIS CONTRACT is made and entered into as of _____________________________ (“Contract Date”), by and between the City of Vista, a chartered municipal corporation (“Agency”), and Namex, status (“Contractor”).
Agency and Contractor are sometimes individually referred to as a “Party” and collectively as “Parties.”
In consideration of the mutual covenants contained herein, Agency and Contractor agree as follows:
SECTION 1
The Contract Documents consisting of the PROJECT SPECIFICATIONS, comprised of the NOTICE INVITING BIDS, the INSTRUCTIONS TO BIDDERS, the accepted BID PROPOSAL; BID SCHEDULE; CONTRACTOR’S LICENSING STATEMENT; PROJECT REFERENCES; CONTRACTOR’S LIST OF SUBCONTRACTORS;; PUBLIC CONTRACT CODE STATEMENTS AND QUESTIONNAIRE; NON-COLLUSION AFFIDAVITS; the CONSTRUCTION CONTRACT, CONTRACTOR’S CERTIFICATE, SUPPLEMENTARY GENERAL PROVISIONS, SUPPLEMENTARY TECHNICAL PROVISIONS, Special Provisions, Plans, Standard Plans and Specifications; together with all additions, deletions, modifications, appendices, and all addenda (No. ?), as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents, are hereby incorporated in and made a part of this Contract as fully as if set forth herein.
SECTION 2
For and in consideration of the payments and agreements to be made and performed by the Agency as set forth in said Contract Documents, the Contractor agrees with the Agency to construct
PROJECT
as specifically set forth in documents entitled
DOCUMENTS
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48 for which award of the Contract was made, to furnish at his own proper cost and expense all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore, as provided in the Contract Documents, and to do everything required therein. In accordance with the provisions of Section 3700 of the Labor Code, the Contractor will be required to secure the payment of Worker’s Compensation Insurance for its employees.
SECTION 3
For furnishing all said services and materials, payment of premiums on insurance policies, obtaining all permits and licenses of a temporary nature, furnishing and removing all plant, temporary work or structures, tools, and equipment, and for doing all the Work contemplated and embraced in this Contract, also for all loss and damage arising out of the nature of the aforesaid work during its progress or prior to acceptance from the action of the elements and from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work, and for all other risks of any description connected with the Work, also for all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as in the said Contract Documents are expressly stipulated to be borne by the Agency, and for well and faithfully completing the Work and the whole thereof within the stipulated time and in the manner shown and described in the said documents, and in accordance with the requirements of the Engineer under them, the Agency will pay, and the Contractor shall receive in full compensation therefore, the prices set forth by him in the accepted bid. The total compensation will be computed on the basis of the units of work actually performed in accordance with the requirements of the Contract Documents and paid for at the stipulated prices named in the BID SCHEDULE for completion of the Work.
SECTION 4
The Agency hereby promises and agrees with the said Contractor to employ, and does hereby employ the said Contractor to provide the materials and to do the Work according to the terms and conditions herein contained and referred to, for the price aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the Contract Documents, and the Parties for themselves, their heirs, executors, administrators, successors and assigns do hereby agree to the full performance of the covenants herein contained.
SECTION 5
Contractor agrees to indemnify, defend, and save harmless, the Agency, its officers, agents, employees and volunteers from and against any and all claims, demands, damages, losses and expenses, defense costs including attorney fees, or liability of any kind or nature which the Agency, its officers, agents and employees may sustain or incur or which may be imposed upon them for injury to or death of persons, or damage to property as a result 12/09/2025
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49 of, arising out of, or in any manner connected with the Contractor’s performance under the terms of this Contract, caused in whole or in part by any negligent or willful acts or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, except where caused by the active negligence, sole negligence, or willful misconduct of the Agency.
[Continued on page 3.]
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50 SECTION 6
Contractor agrees that the Payment Bond and Performance Bond attached to/submitted concurrently with this Contract are for reference purposes only, and shall not be considered a part of this Contract. Contractor further agrees that said bonds are separate obligations of the Contractor and its surety, and that any attorneys’ fee provision contained in any payment bond or performance bond shall not apply to this Contract. In the event there is any litigation between the Parties arising from the breach of this Contract, each Party will bear its own attorneys’ fees in the litigation.
IN WITNESS WHEREOF, the Parties have caused this Contract to be executed as of the Contract Date.
CITY OF VISTA, a chartered municipal
corporation
By:
JOHN B. FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
RISK MANAGEMENT REVIEW:
ANALISA HOLBROOK, RISK MANAGER
By:
NAMEX, status
By:
Name/Title
By:
Name/Title
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51 FAITHFUL PERFORMANCE BOND
Bond No.
Premium: $
Effective Date:
PERFORMANCE BOND
LD; GP; DWG
APN
KNOW ALL PERSONS BY THESE PRESENTS that:
The City of Vista (“City”) has awarded a contract (the “Contract”) with ThePrincipal (“Principal”) as follows:
Contract Title,
which Contract, and all Contract Documents set forth therein, are incorporated herein and made a part thereof by this reference.
Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt, full, and faithful performance of the Contract concurrently with delivery of the signed Contract to City.
NOW, THEREFORE, we, the undersigned Principal, and
,
(Name, address, and telephone number of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum of Amount Dollars ($xxx), this amount being not less than one hundred percent (100%) the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform all the undertakings, terms, covenants, conditions and agreements in the Contract and any alteration thereof made as therein provided, on Principal’s part to be kept and performed, all within the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and hold harmless City and its officers, agents, and others as therein provided, from any and all losses, liability and damages, claims, judgments, stop payment notices, costs, and fees of every description, whether imposed by law or equity, which may be incurred by City by reason of the failure or default on the part of Principal in the performance of any or all of the terms or the obligations of the Contract Documents, as they may be amended and supplemented including, but not limited to, Principal’s liability for City’s damages (including direct and consequential damages incurred by City for: rental expenses; losses of use, income, profit, business, and reputation; increased financing costs; and loss of management or employee productivity or of the services of such persons) caused by Principal’s delays, as well as Principal’s liability for other delay damages or liquidated damages, and any warranties or guarantees required thereunder; then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.
When City declares that Principal is in default under the Contract, Surety shall promptly, take one of the following actions:
(a) Remedy the default;
(b) Undertake through its agents or independent contractors reasonably acceptable to City, to complete the Project according to the Contract Documents’ terms and conditions then in effect including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages; or, if required by City; 12/09/2025
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52 (c) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions using a procurement methodology approved by City, select a contractor or contractors — acceptable to City — to complete all of the Work, and arrange for a contract between the contractor(s) and City, to be secured with performance and payment bonds executed by an admitted surety insurer equivalent to the bonds issued on the Construction Contract, and Surety shall make available, as the Work progresses, sufficient funds to pay the cost of completion less the 12/09/2025
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53 balance of the Contract Sum, and to pay and perform all obligations of Principal under the Contract and Contract Documents, including other costs and damages for which Surety is liable under this Bond and all obligations with respect to warranties, guarantees, and the payment of liquidated damages as a result of Contractor’s default; (d) Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances:
(i) After investigation, determine the amount for which it may be liable to City and, as soon as practicable after the amount is determined, make payment to City; or
(ii) Deny liability in whole or in part and notify City, citing the reasons for denial.
If Surety does not proceed as provided above with reasonable promptness, Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from City to Surety demanding that Surety perform its obligations under this Bond, and City shall be entitled to enforce any remedy available to City. If Surety admits liability and tenders payment, and City refuses the payment, or Surety has denied liability, in whole or in part, without further notice City shall be entitled to enforce any remedy available to City.
In case suit is brought upon this bond, Surety further agrees to pay all court costs and reasonable attorneys’ fees in an amount fixed by the court. Principal and Surety agree that this Performance Bond shall not be considered a part of the Contract but rather is a separate obligation of Principal and its Surety, and that any attorneys’ fee provision contained in this Performance Bond shall not apply to the Contract. In the event there is any litigation between the parties arising from the breach of the Contract, each party will bear its own attorneys’ fees in the litigation.
FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849. City is an intended beneficiary of this bond and has all rights of a party thereto.
[Text and signatures continued on page 3.]
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54 IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
“Principal”
THEPRINCIPAL
By:
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
“`Surety”
By:
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.
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55 PAYMENT BOND
Bond No.
Premium: $
Effective Date:
PAYMENT BOND
(LABOR AND MATERIALS)
LD; GP; DWG
APN
KNOW ALL PERSONS BY THESE PRESENTS that:
The City of Vista (“City”) has awarded a contract (the “Contract”) to ThePrincipal (“Principal”) as follows:
Contract Title,
which Contract, and all Contract Documents set forth therein, are incorporated herein and made a part thereof by this reference.
Principal is required under the terms of the Contract and the California Civil Code to furnish a bond to secure the prompt, full, and faithful payment of any Claimant, as hereinafter defined, for all labor, materials or services used or reasonably required for use in the performance of the work, concurrently with delivery to City of the signed Contract.
NOW, THEREFORE, we, the undersigned Principal, and
,
(Name, address, and telephone number of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum of Amount Dollars ($ xxx), this amount being not less than one hundred percent (100%) of the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Division 4, Part 6, Title 3 of the California Civil Code (§ 9000 et seq.), or any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed under the Contract (“Claimants”), Surety will pay for the same in an amount not exceeding the penal sum specified in this bond; otherwise, this obligation shall become null and void.
This bond shall inure to the benefit of any of the persons named in Division 4, Part 6, Title 3 of the California Civil Code (§ 9000 et seq.), so as to give a right of action to such persons or their assigns in any suit brought upon the bond.
In case suit is brought upon this bond to enforce or interpret this bond’s terms, Surety further agrees to pay all court costs and reasonable attorneys’ fees in an amount fixed by the court. Principal and Surety agree that this Payment Bond shall not be considered a part of the Contract but rather is a separate obligation of Principal and its Surety, and that any attorneys’ fee provision contained in this Payment Bond shall not apply to the Contract. In the event there is any litigation between the parties arising from the breach of the Contract, each party will bear its own attorneys’ fees in the litigation. 12/09/2025
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56 FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849. City is an intended beneficiary of this bond and has all rights of a party thereto.
IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth 12/09/2025
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57 below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
“Principal”
THEPRINCIPAL
By:
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
“`Surety”
By:
Signature
Name and Title
By:
Signature
Name and Title
(Seal)
This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.
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58 CONTRACTOR'S CERTIFICATE
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
CONTRACTOR'S CERTIFICATE PURSUANT TO
SECTION 1861 OF THE LABOR CODE
I am aware of the provisions of Section 3700 of the Labor Code that requires every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the Work of this Contract.
___________________________________
Name of Contractor
By: ________________________________
Signature
___________________________________
Printed Name
___________________________________
Title
___________________________________
Date
By: ________________________________
Signature
___________________________________
Printed Name
___________________________________
Title
___________________________________
Date
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59 NON-COLLUSION DECLARATION FOR SUBCONTRACTORS
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
TO BE EXECUTED BY EACH AWARDEE OF A SUBCONTRACT
The undersigned declares:
I am the __________________ of _________________________________, the party making the foregoing bid. (Title) (Company Name)
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. The provisions of this declaration shall not be held as disqualifying a person, firm or corporation who has submitted a sub-proposal to one bidder from submitting separate sub-proposals or quoting prices for materials or work to other bidders.
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
________________________, at ________________________________, ___________________________.” (Date) (City) (State)
________________________________________
Signature
________________________________________
Printed Name
________________________________________
Title
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60 SUPPLEMENTARY GENERAL PROVISIONS
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
This section makes additions, deletions, or revisions to PART 1 – GENERAL PROVISIONS of the 2024 Standard Specifications for Public Works Construction (“Greenbook”). All sections and subsections which are not changed remain in full force and effect.
SECTION 1 – GENERAL, TERMS, DEFINITIONS,
ABBREVIATIONS, UNITS OF MEASURE AND SYMBOLS
1-1 GENERAL.
Add the following paragraphs to this subsection:
The terms “as shown,” “as indicated,” or “as specified” are understood to be followed by the phrase “in the Contract Documents.”
Working titles having a masculine gender, such as “workman” and “journeyman” and the pronoun “he,” are used in the Specifications for the sake of brevity, and are intended to refer to persons of either gender.
1-2 TERMS AND DEFINITIONS.
Modify the following terms and definitions to read as follows:
Agency or City or Owner - The legal entity for which the Work is being performed, either the City of Vista, the Vista Community Development Commission, or the Buena Sanitation District.
Board – Where the word Board appears in the Standard Specifications, it shall mean the officer or body constituting the awarding authority of the Agency, either the City Council of the City of Vista, the Commission of the Vista Community Development Commission, or the Board of the Buena Sanitation District.
Special Provisions - Means the Supplementary General Provisions and Technical Provisions of the Project Specifications.
Standard Plans or Standard Drawings - Means the most recent editions of the Standard Drawings of the City of Vista and the San Diego Regional Standard Drawings (SDRSD), unless otherwise noted.
The City of Vista Standard Drawings takes precedence over the San Diego Regional Standard Drawings.
Specifications or Standard Specifications - The Standard Specifications of the Agency are the latest edition of the Standard Specifications for Public Works Construction (“Greenbook”), as written and promulgated by Public Works Standards, Inc., together with the most current Cumulative 12/09/2025
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61 Supplement adopted by the Greenbook Committee of Public Works Standards, Inc. and along with the latest San Diego Regional Supplement to “Greenbook” as approved and adopted by the San Diego Regional Standards Committee.
The Standard Specifications set forth above will control the general provisions, construction materials, and construction methods for this contract, except as amended by the Plans, Special Provisions, or other Contract Documents. The Special Provisions are supplemental to the provisions of the Standard Specifications, unless otherwise noted. Only those sections requiring elaborations, amendments specifying options, additions or deletions are called out.
Working Day - Modify c) as follows:
The Agency recognizes ten (10) holidays on which no work is to be scheduled, as follows:
HOLIDAY OBSERVED ON
New Year’s Day January 1
Martin Luther Day, Jr. Day 3rd Monday in January
President’s Day 3rd Monday in February
Memorial Day Last Monday in May
Independence Day July 4
Labor Day 1st Monday in September
Veteran’s Day November 11
Thanksgiving Day 4th Thursday in November
The day after Thanksgiving Friday after 4th Thursday in November Christmas Day December 25
Add the following new terms and definitions to this subsection:
Acceptance – Formal action of the Agency in determining that the Contactor’s Work has been completed in accordance with the Contract, filing a Notice of Completion with the County Recorder, which stipulates that date that the Work was completed, and notifying the Contractor in writing of the acceptability of the Work.
Award of Contract (Award) – Date of – Date on which the Mayor or designee executes the Contract.
ASTM Designations – The latest revised Specifications or tentative Specifications of the American Society for Testing and Materials.
Best Management Practices (BMPs) – (a) A measure implemented to protect water quality and reduce the potential for pollution (associated with storm water runoff); (b) Any program, technology, process, siting criteria, operating method, measure, or device that controls, prevents, removes, or reduce pollution.
CA MUTCD – California Manual on Uniform Traffic Control Devices.
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62 Disadvantaged Business Enterprise (DBE) - A for-profit “small business concern” that is at least fifty- one percent (51%) owned and controlled by one or more socially and economically disadvantaged individuals certified by the California Department of Transportation (Caltrans).
Inspector – The engineering or technical personnel authorized to act as agents for the Engineer in the supervision of work covered by these Specifications, limited to the particular duties entrusted to them.
Main or Trunkline Facility - An Owner owned and maintained principal subsurface conduit that collects sewage or storm drainage, or distributes potable water.
Material and Labor Bond - The Payment Bond as defined in the Civil Code of California relating to Payment Bond for Public Works.
Notice of Completion (NOC) – A document the Agency will file with the County Recorder, if in the Agency’s judgment, the Work has been completed. NOC stipulates the date that the Engineer accepted the Work. See California Civil Code section 3093.
Portable Emissions Unit - Any type of portable equipment which may discharge air contaminants into the atmosphere as stated in the San Diego County Air Pollution Control District Rules and Regulations.
Project - Means the total construction of all improvements located on the Site identified in the plan drawings and contractual documents.
Project Specifications - Comprised of the Notice Inviting Bids, the Instructions to Bidders, the BID documents, the Contract Documents, the Special Provisions, which include the Supplementary General Provisions and the Technical Provisions, permits issued by jurisdictional regulatory agencies, all appendices, the Standard Specifications, and all reference Specifications.
Punchlist – List of incomplete items of Work and of items of Work that are not in conformance with the Contract.
1-3 ABBREVATIONS.
1-3.2 Common Usage.
Add the following abbreviations to this subsection:
AC ....... ............ ........... ............ Asphalt Concrete AT&T ... ............ ........... ............ Local and long distance telephone company (formerly SBC and Pacific Bell)
CGP .... ............ ........... ............ Construction General Permit LUP ..... ............ ........... ............ Linear Underground / Overhead Project NCTD .. ............ ........... ............ North County Transit District OSHA .. ............ ........... ............ Occupational Safety and Health Administration (Department of Labor) PCR..... ............ ........... ............ Point of curb return SWMP . ............ ........... ............ Storm Water Management Plan VID ...... ............ ........... ............ Vista Irrigation District 12/09/2025
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63 WPCP .. ............ ........... ............ Water Pollution Control Plan WDID .. ............ ........... ............ Waste Discharge Identification Number
1-3.3 Institutions.
Add the following institutions to this subsection:
APWA .. ............ ........... ............ American Public Works Association SDRWQCB ....... ........... ............ California Regional Water Quality Control Board, San Diego Region
1-7 AWARD AND EXECUTION OF CONTRACT.
Modify this subsection to read as follows:
1-7 AWARD AND EXECUTION OF CONTRACT. Award and Execution of Contract shall be as provided for in the Project Specifications, Notice Inviting Bids, Instructions to Bidders, or the Specifications.
For projects with a value of $150,000 and less, the City Manager is authorized to award the Contract and the Agency will send a “Notice of Intent to Award” to the Contractor accepting the Bidder’s proposal. Within ten (10) Working Days of the date of this notification, the Contractor shall submit the completed “Agreement and Bonds” portion of the Contract and the insurance certificates.
The City Manager will then execute the Contract for the Agency.
For projects with a value greater than $150,000, the City Council will award the Contract. The Agency will send a “Notice of Intent to Award” to the Contractor. Within ten (10) Working Days of the date of this notice, the Contractor shall submit the completed “Agreement and Bonds” portion of the Contract and the insurance certificates. After the City Council approves the Contract, the Mayor will execute the Contract for the Agency.
1-7.3 Integration.
Add the following new subsection:
1-7.3 Integration. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.
1-7.4 Change in Name and Nature of Contactor’s Legal Entity.
Add the following new subsection:
1-7.4 Change in Name and Nature of Contactor’s Legal Entity. Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify the Agency in order that proper steps may be taken to have the change reflected on the Contract.
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64 SECTION 2 – SCOPE OF THE WORK
2-1 WORK TO BE DONE.
Add the following paragraphs to this subsection:
The Contractor shall supervise and direct the Work, using the Contractor’s best skill and attention.
The Contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures relating to the Work, and shall coordinate all portions of the Work under the contract, including the relations of the various trades to the progress of the Work, in accordance with these provisions.
The Contractor shall be responsible to the Agency for the acts and omissions of the Contractor’s employees, subcontractors and their agents and employees, and any other persons performing any of the Work under a Contract with the Contractor.
Any plan or method suggested to the Contractor by the Engineer but not specified or required, if adopted or followed in whole or in part, shall be used at the risk and responsibility of the Contractor; and the City and the Engineer will assume no responsibility therefore.
Nothing in these specifications shall be interpreted to make the Contractor an agent of the Agency.
Unless otherwise provided in these specifications, the Contractor shall provide and pay for furnishing all labor, materials, equipment, tools, implements, construction equipment and machinery, methods or processes, water, heat, utilities, transportation, and other facilities, services and incidentals necessary for the proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Contractor shall leave the construction site in a neat, clean, and orderly condition upon completion of the Work.
2-2 PERMITS.
Add the following paragraphs to this subsection:
The issuance of a permit based on Plans, specifications, and other data shall not prevent the Agency from ordering correction of errors in said Plans, specifications, or other data, or from preventing construction operations being carried on hereunder when in violation of any law, code or ordinance.
The Contractor shall submit to the Engineer for review and approval a completed City of Vista Storm Water Management Permit application (see Appendices or contact the Agency for forms and instructions). As part of the permit application, the Contractor must submit a Storm Water Pollution Prevention Plan (SWPPP) (if required) to the Engineer for review and acceptance as required by the Regional Water Quality Control Board. The Contractor shall comply with all provisions of the permit throughout the course of the Work. The permit must be approved by the Engineer prior to starting work. The Contractor shall include all costs for obtaining and complying with the requirements of the permit in the various items of work, and no additional compensation will be paid. 12/09/2025
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65 Compliance with the provisions of this section shall be considered as included in the various Contract items of work to which such regulations are applicable and no additional compensation shall be allowed therefore. Further, the enforcement of any requirements of the permits required during the performance of the Contract work shall not be made the basis for additional compensation.
If the Contractor is required to obtain permit(s) from other agency (agencies) to complete the Work in accordance with the Drawings and Project Specifications, the Agency will compensate the Contractor for the actual cost of the permit fee unless otherwise specified that the Contractor is responsible to pay the fee. The Contractor shall include all other costs associated with obtaining permits in various bid items for which the permit is required, and no additional compensation will be paid.
2-2.1 City of Vista Business License.
Add the following new subsection:
2-2.1 City of Vista Business License. A City of Vista Business License is required of the Contractor and all his/her Subcontractors prior to execution of the Contract. A fee will be charged for any new Business Licenses or renewal of any expired Business Licenses.
2-2.2 City of Vista No-Fee Construction Permit.
Add the following new subsection:
2-2.2 City of Vista No-Fee Construction Permit. After execution of the Contract and prior to beginning work, the Contractor shall apply for and obtain a no-fee Construction Permit from the Agency. Prior to applying for the permit, the Contractor shall first submit the following documents to the Engineer with proof that the policies / licenses are current:
1] Contractor’s License of appropriate classification.
2] City of Vista Business License [see Subsection 2-2.1 (“City of Vista Business License.”)]
3] General Liability Insurance Certificate. The Certificate shall be issued with the Agency listed as the Certificate Holder. The Agency shall also be listed as an additional insured. See the Supplementary General Provisions for additional Certificate requirements and the amounts and types of liability coverage. If any Subcontractor does not have the amount of liability insurance required in the Project Specifications, the General Contractor must produce evidence that the Subcontractor's work is covered by the General Contractor's liability insurance policy.
4] Worker's Compensation Insurance Certificate. The Certificate shall be issued with the Agency listed as the Certificate Holder.
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66 5] Waste Management Permit Application. The Contractor shall be required to recycle at least fifty percent (50%) of the generated waste in accordance with Vista Municipal Code Chapter
13.17. A permit will be issued by the Agency to the Contractor covering the Contractor and all Subcontractors.
2-2.3 City of Vista No-Fee Building Permit.
Add the following new subsection:
2-2.3 City of Vista No-Fee Building Permit. After execution of the Contract and prior to beginning work, the Contractor shall apply for and obtain a no-fee Building Permit at the Agency’s Community Development Department, 200 Civic Center Drive, Vista, CA 92084-6275, for any project which includes, but not limited to, the demolition or construction of a building or similar structure, or electrical installations, before commencing any work. The plans for projects requiring a Building Permit are typically reviewed and are pre-approved by the Agency’s Building Department. All inspections related to the Building Permit must be arranged with the Building Department. All work covered by the Building Permit must be inspected and approved by the Building Inspector prior to acceptance by the Agency.
2-3 RIGHT-OF-WAY.
Add the following paragraphs to this subsection:
The Contractor shall not allow his employees to use private property for any reason or to use water or electricity from such property without written permission from the owner. The Contractor shall provide evidence of such permission in writing to the Engineer before entering upon such lands.
In performing any work or doing any activity on lands outside the public rights-of-way, the Contractor shall comply with all applicable Federal, state and local laws, ordinances, codes and regulations. The Contractor shall indemnify and hold the Agency, its officials, officers, employees, and agents free and harmless from all claims or suits for damages occasioned by such work or activity, whether done according to this subsection and with permission from the owner or in violations of this subsection without permission from the owner.
For all projects the Contractor shall be fully responsible for locating and obtaining permission to use construction storage area(s) and stockpile site(s) in addition to staging areas provided by the Agency. Where the Contractor may find it advantageous to use private property, it shall arrange for its use. The Contractor shall assume full responsibility for its rental, preparation, maintenance and cleanup in a manner satisfactory to the Agency and the property owner.
2-4 COOPERATION AND COLLATERAL WORK.
Replace the first paragraph in this subsection with the following:
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67 Nothing contained in these documents shall be interpreted as granting to the Contractor exclusive occupancy of the construction site for the Work. Should construction be under way or subsequently begun by other forces or by other contractors within or adjacent to the limits of the Work, or in the vicinity of the Work to be done under this Contract, the Contractor shall so conduct his operations as to interfere to the least possible extent with the Work of such other forces or contractors. If the performance of this Contract is likely to be interfered with by the simultaneous performance of some other forces or contractors, the Engineer will decide which contractor shall continue or whether the Work can proceed simultaneously.
Any difference or conflicts that may arise between the Contractor and such other forces or contractors because of delays or hindrance to each other, shall be adjusted and determined by the Engineer. If the Work of the Contractor is delayed because of any acts or omissions of any other contractor or force, the Contractor shall on that account have no claim for additional compensation or extra cost against the Agency.
Add the following paragraphs to this subsection:
The Contractor shall perform the Work in such a manner as to maintain in operation all existing utilities and other public services. The Contractor shall allow operations and maintenance crews from any utility or other public service agency to access their facilities at any time. Owners of the various utilities, and / or facilities at or near the Project site are as follows:
UTILITY OWNER
Gas and Electric Power Transmission and
Distribution Facilities
San Diego Gas & Electric Company
(SDG&E)
Telephone and Communication Facilities AT&T Corporation Cable Television and / or Communication
Facilities
Cox Communications, Inc. , Times Warner
Cable, Crown Castle and/or Coastal
Sewer City of Vista Public Works and Buena
Sanitation District
Traffic Signals, Street Lights, and Fiber Optic
Communication Facilities City of Vista Public Works
Storm Drains City of Vista Public Works
Well Water Distribution or Irrigation City of Vista Public Works Water Vista Irrigation District (VID)
Bus / Railroad North County Transit District (NCTD)
State Highways California Department of Transportation
(Caltrans), District 11
2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES.
2-5.1 General.
Replace the second paragraph in this subsection with the following paragraph:
The Contractor shall provide his own sanitary accommodations, including enclosed portable toilets and hand washing stations, for the convenience of the workers on the Project. The accommodations shall be regularly maintained by a company that specializes in providing and maintaining those facilities. The Contractor shall ensure that all workers on the Project, including 12/09/2025
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68 those of subcontractors, use the Contractor’s accommodations and do not use any public or private facilities while working on the Project.
Add the following paragraphs to this subsection:
The Contractor must furnish adequate equipment to properly perform the Work in a workmanlike manner. Such equipment must be in good state of repair and maintained in such state during the progress of the Work. No worn or obsolete equipment shall be used, and in no case shall the maker’s rating of capacity for any equipment be exceeded. Equipment not suitable to produce the quality or work required for this Project will not be permitted to operate. Such equipment and facilities shall meet all requirements of applicable ordinances and laws.
All construction equipment, stationary or mobile, shall be equipped with properly operated and maintained muffler exhaust systems. Stockpiling in vehicle staging area shall be located as far as practical from occupied dwelling units and shall be subject to approval by the Engineer.
Full compensation for conforming to the requirements of this provision shall be considered as included in the Contract price paid for various items of work and no additional compensation will be allowed therefore.
2-5.2 Temporary Utility Services.
Add the following paragraph to this subsection:
The Contractor may contact Vista Irrigation District (VID) to obtain a construction water meter and determine all terms, costs, conditions, and regulations imposed on the Contractor for use thereof.
Contractor will be required to pay for usage of water through construction water meter.
If VID does not have a construction water meter available, the Contractor shall use a water truck or other water storing equipment for use on the project and obtain water from offsite.
2-6 CHANGES REQUESTED BY THE CONTRACTOR.
Add the following paragraph to this subsection:
The Contractor shall give written notice of a proposed Change Order required for compliance with the Contract Documents within seven (7) Working Days of discovery of the facts giving rise to the proposed Change Order.
2-6.1 Cost Reduction Proposal.
Add the following new subsection:
2-6.1 Cost Reduction Proposal. The Contractor may submit to the engineer in writing, proposals for modifying the Plans, Specifications, or other requirements of the Contract for the sole purpose of reducing the total cost of construction.
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69 The cost reduction proposal must not impair, in any manner, the essential functions or characteristics of the Project such as service life, economy of operation, ease of maintenance, desired appearance, or design and safety standards.
The Contractor shall include the following information in the cost reduction proposal:
a) A description of both the existing Contract requirements for performing the work and the proposed changes.
b) An itemization of the Contract requirements that must be changed if the proposal is adopted. c) A detailed estimate of the cost of performing the work under the existing Contract and under the proposed change.
d) A statement of the time within which the engineer must make a decision thereon. e) The Contract items of Work affected by the proposed changes, including any quantity variation attributable thereto.
These provisions of this subsection do not require the Engineer to consider any cost reduction proposal which may be submitted hereunder; nor will the Agency be liable to the Contractor for failure to accept or act upon any cost reduction proposal the Contractor has submitted pursuant to this subsection, nor for any delays to the Work attributable to any such proposal.
If a cost reduction proposal is similar to the information included in the Contract Documents or adopted by the Agency after the advertisement for the Contract, the Engineer will not accept such proposal and reserves the right to make such changes without compensation to the Contractor under the provisions of this subsection.
The Contractor must continue to perform the Work in accordance with the requirements of the Contract until a Change Order, incorporating the cost reduction proposal has been issued. If a Change Order has not been issued by the date upon which the Contractor’s cost reduction proposal specified that a decision thereon should be made, or such other date as the Contractor may subsequently have specified in writing, such cost reduction proposal must be deemed rejected.
The Engineer is the sole judge of the acceptability of a cost reduction proposal and the estimated net savings. In determining the estimated net savings, the Agency has the right to disregard the Contract Bid prices if, in the judgment of the Engineer, such prices do not represent fair measure of the value of the work to be performed or to be deleted.
The Agency reserves the right, where it deems such action appropriate, to require the Contractor to share in the Agency’s costs of investigating the Contractor’s cost reduction proposal as a condition of considering such proposal. Where such a condition is imposed, the Contractor shall indicate his acceptance in writing allowing the Agency to deduct amounts payable to the Contractor for any monies due or that may become due to the Contractor under the Contract.
If the Engineer accepts your cost reduction proposal in whole or in part, the Engineer will issue a Change Order to incorporate the changes in the Plans and Specifications which are necessary to permit the cost reduction proposal, or such part of it as has been acceptable to be put into effect. If the Engineer’s approval is conditional, the Change Order will include any conditions upon which the Engineer’s approval is based.
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70 The Change Order shall also include the estimated net savings in the cost of performing the Work due to the accepted cost reduction proposal and provides that the Contract cost be adjusted by crediting the Agency with fifty percent (50%) of estimated net savings amount.
The Contract time will not be extended by the acceptance of the cost reduction proposal and performance of the Work unless specified otherwise in the Change Order.
The amount specified as payable to the Contractor in the Change Order is full compensation for the cost reduction proposal and the performance of the Work.
The Agency expressly reserves the right to adopt a cost reduction proposal for general use on contracts administered by the Agency when it determines that said proposal is suitable for application to other contracts. When an accepted cost reduction proposal is adopted for general use, only the Contractor who first submitted such proposal will be eligible for compensation subject to this subsection, and in that case, only for contracts awarded prior to submission of the accepted cost reduction proposal.
The cost reduction proposals identical or similar to previously submitted proposals will be eligible for consideration and compensation under the provisions of this subsection, if the identical or similar, previously submitted proposal were not adopted for general application to other contracts administered by the Agency.
Subject to the provisions contained herein, the Agency must have the right to use all or any part of any submitted cost reduction proposal without obligation or compensation of any kind to the Contractor.
The Contractor must bear all costs to revise bonds for the Project to include the cost reduction incentive proposal Work.
2-7 CHANGES INITIATED BY THE AGENCY.
2-7.1 General.
Add the following paragraph to this subsection:
Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any change resulting in a decrease or omission of any item or portion of work to be done. Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract.
2-8 EXTRA WORK.
Add the following paragraphs to this subsection:
Any Extra Work performed by the Contactor without an approved Contract Change Order from the engineer shall be at the Contractor’s risk and the Contractor shall not be entitled to payment without an approved Change Order. All Extra work shall be adjusted daily upon report sheets furnished by the Contractor, reviewed by the Engineer and signed by both parties. The daily report shall be 12/09/2025
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71 considered thereafter as the true record of Extra Work done. New and unforeseen work will be classed as Extra Work only when said work is not covered and cannot be paid for under any of the various items or combination of items for which a bid price appears in the Bid Forms.
The Agency reserves the right to direct the Contractor to solicit competitive Bids for Extra work. If required by the Engineer, you must obtain competitive Bids from Subcontractor acceptable to the Contractor and must deliver such Bids to the Engineer who will then determine which Bids will be accepted.
Any request by the Contractor to change the Contract Price to include the price of Extra Work must be by written notice to the Engineer and must include itemized estimates. The Contractor’s itemized estimates must detail all applicable elements of price (e.g. labor and payroll costs, quantities, crew composition, production rates, material costs, Subcontractor and Supplier costs, equipment costs, and supplemental costs).
If the Contractor’s request to change the Contract Price arises from changes in the Schedule affecting all or part of the Project, or if the Contractor seeks a change in the Contract time, the Contractor’s request must include the analysis require by Subsection 6-1 (“ CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK.”).
SECTION 3 – CONTROL OF WORK
3-1 ASSIGNMENT.
Add the following paragraph to this subsection:
In accordance with Section 4551 of the Government Code, the Contractor and subcontractors shall conform to the following requirements. 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 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 acknowledgment by the parties.
3-5 INSPECTION.
Delete the second sentence in its entirety. Add the following paragraphs to the end of this subsection:
All work which is defective and has been rejected shall be remedied, or removed and replaced and made good by the Contractor in an acceptable manner. Unsuitable materials may be rejected notwithstanding the fact that such unsuitable materials have been previously overlooked by the engineer and accepted. No additional compensation will be allowed to the Contractor for the removal and replacement of remedial or defective work, or unsuitable materials.
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72 work and will not be paid for. Upon order of the Engineer unauthorized work shall be remedied, removed or replaced at the Contractor’s expense.
Upon failure of the Contractor to comply promptly with any order of the Engineer made under Subsection 3-5 (“ INSPECTION.”), the Agency may cause rejected or unauthorized work to be remedied, removed or replaced, and to deduct the costs from any monies due or to become due to the Contractor. The Contractor shall notify the Agency at least twenty-four (24) hours in advance of the time required for the inspection of any Work which will be covered or which will require special inspection procedures.
INSPECTION TYPE PHONE NUMBER
City of Vista Building Inspection 760-639-6106
City of Vista Engineering Inspection 760-639-6113
City of Vista Landscape and Irrigation Inspection 760-643-5467
The Agency will pay for costs of inspection and materials testing, sufficient to verify the quality of the Contractor’s work. Any retesting of failing areas, or costs due to the Contractor’s failure to be ready for inspections requested by the Contractor, shall be paid for by the Contractor.
If the Contractor elects to work under this Contract more than eight (8) hours a day or more than forty (40) hours in a week, Saturday, Sunday or Agency holidays, unless otherwise specified, he shall arrange with the Engineer for the required inspection service and pay the Overtime Inspection Fees which will be charged at the following rates:
NUMBER OF OVERTIME HOURS COST
4 hours or less per day $375.00
4 to 8 hours per day $750.00
When Overtime Inspection is required, the Contractor shall notify the Agency and pay inspection fees twenty-four (24) hours in advance. If the Contractor is directed by the Agency to work under this Contract more than eight (8) hours a day or more than forty (40) hours a week, the Special Inspection fee requirements will be waived.
The Contractor shall notify the Engineer of the completion of the Work and the Engineer will make an inspection of the Work. The Engineer will not make the final inspection until the Work provided for and contemplated by the Contractor has been completed and the final clean up performed. The Contractor may be present at the final inspection. The Contractor will be notified in writing of any defects or deficiencies to be remedied. When notified that corrective work is completed, the Engineer will again inspect the Work and when the Engineer is satisfied that all work has been done in accordance with the Plans and Specifications, the Engineer will recommend that the Work be formally accepted.
3-5.1 Inspection by Other Jurisdictions.
Add the following new subsection:
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73 3-5.1 Inspection by Other Jurisdictions. Whenever any part of the Work to be performed is under the jurisdiction or control of, or is to be paid for, in whole or in part, by another public agency, entity, or jurisdiction, including but not limited to another city, Vista Irrigation District, North County Transit District, the County of San Diego, the State of California, or the United States Government, such Work, in addition to Agency inspection, shall be subject to inspection and approval by the proper officials of such entities or jurisdictions.
3-6 THE CONTRACTOR’S REPRESENTATIVE.
Replace the first two sentences in this subsection with the following:
Before starting the Work, the Contractor shall provide in writing to the Agency a list of the representatives with local area codes and telephone numbers of at least two (2) persons in charge of or responsible for the Work, who can be reached for emergency work twenty-four (24) hours a day, seven (7) days a week.
Replace the third and fourth sentences in this subsection with the following:
Contractor shall have on the site, at all times, a Superintendent who will be in charge of all aspects of the Contractor’s work. The Superintendent shall be the individual authorized to receive directions from the Engineer of the Project and who will at all times act as the Contractor’s representative. Any order or communication given to the Superintendent shall be deemed delivered to the Contractor.
Contractor shall only replace the Superintendent upon written approval of the Agency. The Agency shall have the right to request that the Contractor appoint a new Superintendent if the Engineer or the Agency determines that such a replacement would be in the best interest of the Project.
Add the following paragraphs to this subsection:
The Contractor shall submit a daily report to the Engineer from the Contractor and all subcontractors, on forms approved by the Engineer. The report shall include a listing of all labor, materials and equipment involved for that working day. Failure to submit the daily report by the close of the next working day shall be just cause for the Agency to dispute progress pay requests. The Contractor shall coordinate daily with the Engineer to reconcile the report, and it shall be signed by both the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by subcontractors or others shall be submitted through the Contractor.
The report shall:
1] Show names of workers, classifications, and hours worked. 2] Show type of equipment, size, identification number, and hours of operation. 3] Describe the work done that working day, and what work was completed. 4] Describe status of any unresolved issues in such detail as the Agency may require.
3-7 CONTRACT DOCUMENTS.
3-7.1 General.
Add the following to the second paragraph in this subsection:
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74 As shown on the Plans or described in the Specifications, each element of the Work must be furnished complete, finished and functional. Figured dimensions on drawings shall govern, but work not dimensioned shall be as directed. Work not particularly shown or specified shall be the same as similar parts that are shown or specified. Specifications shall govern as to materials, workmanship and installation procedures. The specification calling for the higher material or workmanship shall prevail. In the event of any doubt or question arising respecting the true meaning of the specifications, reference shall be made to the representative of the owner of the facility affected by the work, whose decision shall be final.
Replace the last paragraph in this subsection with the following:
If the Contractor, either commencing work or in the course of the work, finds any discrepancy between the Specifications and the Plans, or between either and the physical conditions at the site of the Work, or finds any error or omission in any of the Plans, or in any survey, the Contractor shall promptly notify the Engineer in writing of any discrepancy, error, or omission. No work shall be done in any area of such discrepancy until the Engineer has given approval for same in writing. The Contractor shall forward written Requests for Information (RFIs) to the Engineer in all such matters.
Only written authorization from the Agency shall be binding over any deviation or changes in the Plans and Project Specifications. If the Contractor observes that any Plans or Specifications are at variance with any applicable law, ordinance, regulation, order or decree, the Contactor shall promptly notify the Engineer in writing of such conflict.
The Engineer on receipt of any such written notice will promptly investigate the circumstances and give appropriate instruction to the Contractor in writing. Until such instructions are given, any work done by the Contractor, either directly or indirectly, after the Contractor’s discovery of such error, discrepancy or conflict, shall be at the Contractor’s own risk, and the Contractor shall bear all costs arising therefrom.
3-7.2 Precedence of the Contract Documents.
Add the following paragraphs to this subsection:
With reference to the Drawings, the order of precedence, from highest to lowest, shall be as follows:
a) Figures govern over scale dimensions. In the event of any discrepancy between any drawings and the figures thereon, the figures shall be taken as correct. b) Detail drawings govern over general drawings
c) Large scale details shall take precedence over smaller scale drawings as to shape and details of construction.
d) Work not particularly shown or specified shall be the same as similar work that is shown or specified.
e) Addenda or Change Order drawings govern over Contract Drawings f) Contract Drawings govern over Standard Drawings
g) Contract Drawings govern over Shop Drawings
The specifications contained in the Agency’s Supplementary Special Provisions (General and Technical) take precedence over the specifications contained in the San Diego Regional Supplement 12/09/2025
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75 to the Greenbook and the Greenbook. The specifications contained in the San Diego Regional Supplement to the Greenbook take precedence over the specifications contained in the Greenbook.
Should it appear that the Work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained on the Contract Documents, or in the event of any doubt or question arising respecting the true meaning of the Specifications, the Contractor shall forward written Requests for Information (RFIs) to the Engineer for such further explanation as may be necessary and the Engineer’s decision shall be final and binding.
3-8 SUBMITTALS.
3-8.1 General.
Add the following to the end of the first paragraph in this subsection:
Promptly after the Notice to Proceed has been received by the Contractor, the Contractor shall provide to the Engineer a complete list of names and addresses of all suppliers of materials to be used on the Work.
Modify the second paragraph in this subsection as follows:
The Contractor shall allow a minimum of twenty (20) Working Days for review of shop drawings and submittals. Each set of shop drawings or submittals shall be accompanied by a letter of transmittal and the Contractor’s certification (see description of certification below).
Add the following paragraphs to this subsection:
All submittals shall be submitted prior to the start of the Work unless otherwise approved by the Engineer. No work shall begin until the construction schedule has been approved by the Engineer.
The Contractor shall submit for Agency review and approval shop drawings and submittals for all long lead supplies, materials, and equipment within five (5) Working Days after the Notice to Proceed letter has been issued. The Contractor shall furnish the Engineer with a statement from the vendor(s) that the order(s) for said supplies, materials, and equipment has been received and accepted by said vendor(s) within fifteen (15) Working Days of said Notice to Proceed.
No work shall begin on the respective items of work that require a submittal until the submittals for those items of work have been approved in writing by the Engineer. When submitted for the Engineer’s review, shop drawings shall include the Contractor’s certification that the Contractor has reviewed, checked, and approved the shop drawings as conforming to the requirements of the Contract Documents. The following Contractor’s certification shall appear on all submittals:
“It is hereby certified that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for review.
Certified by: ________________________________________
Printed name: ________________________________________
Title: ________________________________________
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76 Date: ________________________________________
A copy of each shop drawing and each sample as reviewed by the Engineer shall be kept in good order by the Contractor at the site and shall be available to the engineer. A review fee of two hundred dollars ($200.00) will be withheld from the Contractor’s progress payment for every re-submittal after the third time a submittal has been reviewed and rejected.
Submittals shall be mailed, emailed or delivered to the City of Vista Public Work Department listed below. Submittals by facsimile (FAX) are not acceptable.
City of Vista
Engineering Department
200 Civic Center Drive
Vista, CA 92084-6275
Email: [email protected]
3-8.2 Working Drawings.
Add the following to Table 3-8.2:
TABLE 3-8.2 Note
Item Subsection Number Title Subject
15 306-7 Pipe laying Pipeline shop drawings
16 306-5 Dewatering Dewatering Plan
Notes: 1. The diagrams shall be of a size and scale to show clearly all necessary details. Pipeline layouts, for reference only, may be submitted in tabulated form in increasing order of alignment stationing.
2. Pipeline layout diagrams or schedules required for approval shall be submitted in accordance with 3-8.3. Layout diagrams or schedules are required for pipelines using pipe materials conforming to the indicated subsections.
The diagrams or schedules will be submitted for reference only, but curve layouts are required for approval.
Modify the fourth paragraph in this subsection to read as follows:
Working Drawings listed above as Items 4-7, 9-15 and 16 shall be prepared by a Civil or Structural Engineer registered by the State of California.
3-8.3 Shop Drawings.
Add the following to this subsection:
The following procedures will apply to shop drawing submittals:
a) The Contractor shall submit to the Engineer for review five (5) copies of all shop drawings.
These drawings shall be complete, certified by the Contractor, and shall contain all required information in detail. The Contractor shall make any corrections to shop drawings required by the Engineer.
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77 b) It is considered reasonable that the Contractor shall make a complete and acceptable submittal to the Engineer by the third submission of a submittal item. (1) If a submittal is returned to the Contractor marked “No exceptions taken,” formal revision and resubmission of said submittal will not be required. (2) If a submittal is returned to the Contractor marked “Make corrections noted,” formal revision and resubmission of said submittal will not be required. (3) If a submittal is returned to the Contractor marked “Amend-Resubmit,” the Contractor shall revise said submittal and shall resubmit the required number of copies of the revised submittal to the Engineer.
(4) If a submittal is returned to the Contractor marked “Rejected-Resubmit,” the Contractor shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the Engineer.
c) When reviewed by the Engineer, each copy of the drawings will be stamped and signed by the Engineer.
d) Two sets of said drawings will be returned to the Contractor. e) The review of the drawings shall not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory. The Contractor shall assume all responsibility for accuracy of data, details, and dimensions shown in the submittals.
f) The Contractor agrees that if deviations, discrepancies, or conflicts between shop drawing submittals and the Contract Documents in the form of Plans and Specifications, except as particularly noted within the submittal, are discovered either prior to or after shop drawings submittals are processed by the Engineer, the Plans and Specifications shall control and shall be followed.
g) Revisions indicated on shop drawings shall be considered as changes necessary to meet the requirements of the Contract Plans and Specifications and shall not be taken as the basis of claims for Extra Work. The Contractor shall have no claims for damages or extension of time due to any delay resulting from making required revisions to shop drawings. The review of said drawings by the Engineering will apply to general design only and will in no way relieve the Contractor of responsibility for errors or omissions contained therein nor will such review operate to waive or modify any provisions or requirements contained in these Contract Specifications or on the Contract Drawings.
h) The Contractor shall furnish to the Engineer eight (8) copies of instruction and maintenance manuals and parts lists of all major equipment furnished. Data in these manuals shall cover completely all items as specified and as supplied.
i) Shop fabrication drawings and lay sheets are required for all steel pipelines sixteen inches and greater in diameter (16”+ Ø). The drawings and lay sheets shall fully illustrate horizontal station and vertical elevation of all joints and angle points, true angular deflection at locations of combined vertical and horizontal bends, and horizontal station for pipeline appurtenances.
3-8.4 Supporting Information.
Add the following items to this subsection:
n) City of Vista Stormwater Management Permit and Storm Water Pollution Prevention Plan (SWPPP), if required, per Subsection 2-2 (“PERMITS.”).
o) Waste Management Plan Permit Application per Subsection 3-12 (“ WORK SITE MAINTENANCE.”).
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78 p) Noise Control Notification per Subsection 3-12.3 (“Noise Control.”). q) Traffic Control Plans per Subsection 601-2 (“Traffic Control Plan (TCP).”). r) Night Work Plan per Subsection 5-7.1.3 (“Safety for Night Work.”).
Add the following paragraphs to this subsection:
Compliance certificates and weigh slips shall be provided for all fill material, aggregate base, asphalt concrete, Portland Cement Concrete, reinforcing steel, etc. The Contractor shall submit mix designs for asphalt concrete and Portland Cement Concrete to the Engineer for approval. All asphalt concrete and Portland Cement Concrete weigh slips (delivery tickets) shall include the mix design and number or the actual weights of aggregate, sand, cement and water in each truckload. In addition, the Contractor must schedule a meeting and meet with the Engineer each working day to confirm the quantities of materials shown on the weigh slips. The Engineer shall approve any admixtures prior to use. The Contractor shall submit to the Engineer a certified mill test report for each heat or size of reinforcing steel.
The Contractor shall submit the names and addresses of all suppliers of mineral construction materials, and the mine from which the materials were obtained, along with a copy of the Office of Mine Reclamation AB 3098 List (per California Assembly Bill 3098) showing that the mining operation is listed, prior to delivering any mineral construction materials to the Project site. This documentation regarding the Office of Mine Reclamation AB 3098 List (per California Assembly Bill 3098) shall be made a part of every submittal required on the Project that includes mineral construction materials.
Failure to identify the supplier and the mine may result in rejection of the submittal.
3-8.7 Record Drawings (“As-Builts”).
Add the following new subsection:
3-8.7 Record Drawings (“As-Builts”). It shall be the Contractor's responsibility to keep and maintain, on the job site, a clean, accurate, full-size and legible print set of Project plans that indicate all changes in work, modifications and existing conditions that are different from what is shown on the Plans. The Contractor shall record the location, by stationing to nearest foot, and the depth, by elevation to the nearest tenth of a foot (+/- 0.1’), of all underground utility facilities, including pipes, valves, plugged tees, capped ends, etc. The Contractor shall record, by dimension and / or scale drawings, all wiring, conduits and pull boxes as actually installed. All information necessary to maintain and / or service any concealed work shall be noted on the record drawings. The locations by station of sewer laterals and water services (both perpendicular and skewed) to their mains must be noted on the record drawings. Records shall be kept up to date with all entries checked by the Engineer before the Work is buried or covered up. The Contractor shall make the Record Drawings available for review by the Engineer at any time.
Upon completion of the Work and prior to final acceptance, the complete set of Plans, marked up to show as-built conditions, shall be delivered to the Engineer for review. Full compensation for preparing, maintaining and providing Record Drawings (“As-Builts”) shall be included in the stipulated lump sum price for this item of work. If no item is shown in the bid, then the Contractor shall include all costs in the various items of work.
3-9 SUBSURFACE DATA.
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79 Add the following paragraph to this subsection:
The Contractor shall investigate the existing geotechnical (soil) conditions prior to submitting a bid, and shall satisfy himself as to the existing geotechnical (soil) conditions, and include all costs to address those conditions in the bid. Upon removal of the existing surface improvements and excavation to subgrade by the Contractor, the Agency will sample existing soils for analysis of the R- value, moisture content, and compaction. Upon determination of the existing geotechnical (soil) conditions and a final street structural section, the Agency will advise the Contractor regarding addition of geogrid or adjustments to the thickness of the aggregate base and the asphalt concrete layers. Final payment for the approved street structural section will be made pursuant to the unit prices listed in the bid, based on actual quantities of the materials placed, and no additional compensation will be allowed.
3-10 SURVEYING.
3-10.1 General.
Replace all three paragraphs in this subsection with the following:
3-10.1 General. The Contractor shall notify the Engineer and the Professional Land Surveyor or Registered Civil Engineer authorized to practice land surveying in the State of California (“Surveyor”) performing construction staking at least five (5) Working Days before starting work to allow for the preservation of reference points, survey monuments, lot stakes (tagged), benchmarks and other survey points.
In accordance with the Professional Land Surveyors Act (State of California Business and Professions Code 8771(a), (b) and 8773.2 (as amended by California Senate Bill 1563), the Surveyor performing construction staking for the Project shall file in the Office of the County Surveyor a Corner Record form or Record of Survey prior to the completion of construction for the replacement of survey monuments. The Contractor shall not disturb survey monuments, lot stakes (tagged), or benchmarks without the consent of the Engineer, and in the case of willful or careless destruction, shall be liable for and charged with the cost of their replacement and of any expenses resulting from their unnecessary loss. Replacement shall be done only under the direction of the Engineer by a Register Land Surveyor or a Register Civil engineer authorized to practice land surveying within the State of California.
Upon submittal of all Corner Record forms or Records of Survey to the San Diego County Surveyor’s office, the Surveyor performing construction staking for the Project shall submit copies of the same records to the Agency. Upon acceptance and approval by the San Diego County Surveyor’s office, the Surveyor shall also submit Corner Record forms or Records of Survey (Mylar) copies of the same records to the Agency prior to completion of the Project.
By contract with the Agency, the Surveyor shall coordinate and be responsible for the accuracy of all surveying performed for the Project. If the Professional Land Surveyor or Registered Civil Engineer (“Surveyor”) performing construction control surveying / staking requires additional information, he shall request it from the Agency. All construction surveying, monument preservation and monument replacement surveying necessary to complete the Work as shown on the Plans and as provided for in 12/09/2025
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80 the Specifications and other Contract Documents shall be accomplished by or under the direction of a Surveyor. The Agency reserves the right to direct additional construction survey work when the Engineer determines it to be necessary to adequately construct the Work. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness.
The Contractor shall notify the Engineer and the Surveyor performing construction staking in writing by submitting a completed “City of Vista Engineering Construction Survey Request Instructions and Form” found in Appendices (see list of Appendices in Table of Contents on Page 2) at least three (3) Working Days before survey services will be required in connection with the laying out of any portion of the Work. The Surveyor performing construction staking for the Project shall set and station stakes for clearing limits, rough grade, sewers, storm drains, water, dry utilities, structures, finish (precise) grade, curbs, headers, base grade, pavement and other improvements. The Surveyor shall submit acceptable preconstruction survey tie notes to the Engineer for approval. A corresponding cut or fill to finish grade (or flowline) will be indicated on the Surveyor’s grade (cut) sheet. The Contractor shall be required to excavate all holes necessary for offset line and grade stakes if in excess of one- half foot (0.5’) deep.
All survey monuments, centerline ties and survey reference points shall be protected in place or reestablished where disturbed, in accordance with Section 8771 of the Professional Land Surveyor’s Act (Business & Professions Code Section 8700 et seq.), prior to Project acceptance.
3-10.2 Line and Grade.
Replace the first and second paragraphs in this subsection with the following:
All work, including finished surfaces, shall during its progress and upon completion conform to the lines, grades, cross-sections, elevations and dimensions shown on the Plans. All distances and measurements are given thereon and will be made in a horizontal plane. Three (3) consecutive points shown on the same rate of slope must be used in common in order to detect any variation from a straight line. In the event any discrepancy exists, it must be reported to the Engineer. Failure to make this report shall make the Contractor responsible for any error in the finished work. Minor deviations from approved Plans, whenever required by the exigencies of construction, shall be determined in all cases by the Engineer and authorized in writing.
Add the following paragraphs and table to this subsection:
The Professional Land Surveyor or Registered Civil Engineer authorized to practice land surveying in the State of California (“Surveyor”) performing construction staking will furnish construction stakes to prosecute the Work as part of the various items of work. Surveying and staking shall be performed using survey equipment and methods appropriate for the Work. For grades equal to or less than one- half percent (0.5%), elevations for staking shall be established by differential leveling. The Surveyor performing construction staking for the Project shall provide the following stakes as needed to complete the Work:
STAKE TYPE STAKE REQUIREMENTS
Clearing and Grubbing Show limits of Work at fifty foot ( 50’) maximum intervals and at angle points
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81 STAKE TYPE STAKE REQUIREMENTS
Slope Show rough grading for slopes at fifty foot (50’) maximum intervals as needed for construction
Rough Grade Show rough grading for road subgrade on centerline at fifty foot (50’) maximum intervals and on slopes as needed to achieve cut or fill to finished grade as indicated on a grade sheet Drainage Structure Two (2) front corners with line stakes with ten foot (10’) maximum offset, invert elevations in and out, and information for top of structure elevation
Pipelines (storm drain,
sewer, water, etc.)
At twenty-five foot (25’) maximum intervals for invert elevation or top of pipe; also at change of alignment or grade
Sewer and Storm
Drain Manholes
Centerline, invert elevations in and out, and top of rim Road Base Establish finish base grade at centerline of street and intersections, provide “blue tops” at fifty foot (50’) maximum on centerline of street and at ten to fifteen foot (10’ - 15’) grid within intersections
Finish Asphalt Grade At twenty-five foot ( 25’) maximum intervals for irregular asphalt cuts and fills to set leveling surfaces and at ten to fifteen foot (10’ - 15’) grid within intersections with additional stakes for landings at the bottom of curb ramps
Curb and Gutter At twenty -five foot ( 25’) maximum intervals and at the top of driveway entrance wings
Curb Return At each quarter (1/4) delta with a stake at the curb return radius point
Curb Ramp Top and bottom of curb transitions, lip of depressed gutter, finished surface at four (4) corners of top landing, & transitions Driveway Centerline and wings (join lines if matching to existing) Street Light and Traffic
Signal poles
Five to seven foot ( 5’ - 7’) maximum offset showing centerline of poles
The Surveyor performing construction control surveying / staking shall provide one (1) copy of all grade sheets to the Engineer.
The cost to reset construction survey stakes lost or destroyed during construction operations shall be borne by the Contractor.
3-10.3 Payment.
Add the following new subsection:
3-10.3 Payment. The Professional Land Surveyor or Registered Civil Engineer authorized to practice land surveying in the State of California (Land Surveyor) performing construction control surveying / staking will furnish construction stakes to prosecute the Work, and no compensation will be made to the Contractor for delays to the Work caused by the Contractor’s lack of coordination with the Agency to schedule Construction Staking. Payment for all Work necessary for preserving, documenting, and re-establishing existing survey monuments, as specified, will be as shown in the bid, and no additional compensation will be allowed. The cost to reset stakes lost or destroyed during 12/09/2025
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82 construction operations shall be borne by the Contractor. Payment for providing construction staking on the Project will be made by the Agency directly to the Land Surveyor under contract with the Agency.
3-11 CONTRACT INFORMATION SIGNS.
3-11.1 City of Vista Project Information Signs.
Add the following new subsection:
3-11.1 City of Vista Project Information Signs. Before the start of any work, the Contractor shall coordinate with Vista Public Works who will install, two aluminum 4’ x 4’ signs to inform the public about the Project.
3-11.2 Public Notification.
Add the following new subsection:
3-11.2 Public Notification. The Contractor shall prepare typewritten Public Notification fliers in English and Spanish per the BID SCHEDULE. Fliers shall notify residents and businesses of the Work and include information describing the Work, how it may affect them and contact information of Agency and Contractor personnel responsible for the work. The Engineer will provide the contact information for the Agency to be included on the flier at the Pre-Construction Meeting. The Contractor shall submit draft versions of the flier in English and Spanish to the Engineer for review and approval prior to starting the Work. The Contractor shall to provide advance notifications of the Work to residents and businesses adjacent to or affected by the Work by hand delivering “door knob type” fliers distributed at least five (5) Working Days prior to Work.
These notices shall also be distributed at other times during the Work as required to notify affected people in the area of impending work, including, but not limited to, prior to commencing rehabilitation, resurfacing, or reconstruction work on streets that will affect access to traffic or pedestrians.
Based upon the work schedule, the Contractor shall notify residents and businesses of the work and post temporary “No Parking” signs to all residences and businesses located in the work limits and along any detour routes.
The Contractor shall provide additional notification for night work that creates excessive noise, as described in Subsection 3-12.3 (“Noise Control.”) of these Specifications.
Full compensation for the Public Notification shall include all necessary labor, equipment, materials, and all other related costs for preparation, copying, and distribution shall be considered as included in the lump sum price Bid for Public Notification.
3-12 WORK SITE MAINTENANCE.
3-12.1 General.
Replace the second paragraph in this subsection with the following:
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83 The Contractor and all Subcontractors are required to clean up the site on a daily basis. This cleanup shall include, but not be limited to, the Contractor furnishing and operating a self-loading motorized street sweeper equipped with a functional water spray system or by hand (depending on the size of the daily job/cleanup), removal of all construction material that is no longer needed on the job site, daily removal of all construction rubbish/trash away from the job site, proper storage of all construction equipment including traffic control devices that are not in use. The sweeper shall clean all paved areas within the Work site and all paved routes at least once each working day for the purpose of keeping paved areas acceptably clean whenever construction, including restoration, is incomplete. It shall be the Contractor’s responsibility to keep vehicle and pedestrian travel ways broom clean at all times. Failure to comply with these daily cleanup requirements may result in the Agency performing the cleanup work and deducting the cost from the Contractor’s payment(s).
The sweeper shall be certified to conform to the South Coast Air Quality Management District’s (SCAQMD) (California) Rule 1186 requirements, which limit the amount of very fine particles of dust that can become airborne during sweeping operations. For additional information regarding SCAQMD’s Rule 1186, go to Internet URL website link at:
http://www.aqmd.gov/home/rules-compliance/rules/fleet-rules/sweepers
Upon completion and before making application for acceptance of the Work, the contractor shall clean the construction site and all ground occupied by him in connection with the Work of all rubbish, excess materials, temporary structures, and equipment. All parts of the Work area shall be left in a near and presentable condition.
Care should be taken to prevent spillage on streets over which hauling is done, and any such spillage or debris deposited on streets due to the Contractor's operation shall be immediately cleaned up.
The Contractor shall remove and dispose of all structures, debris, or other obstructions to the construction of the Work as specified. Where such obstructions consist of improvements not required by law to be removed by the owner thereof, all such improvements shall be removed, maintained, and permanently replaced by the Contractor at his expense as required for performance of the Work.
The Contractor shall furnish all water necessary for compaction, cleaning, flushing, dust control, etc.
No separate payment will be made for any work performed or material used to control dust resulting from the Contractor’s performance of the Work, or by public traffic, either inside or outside the right-of-way.
Full compensation for conforming to the requirements of this Subsection 3-12.1 shall be considered as included in the various items of work involved and no additional compensation shall be allowed therefor.
Add the following paragraphs to this subsection:
EDCO Waste and Recycling Company has an exclusive franchise agreement with the Agency for waste hauling. If the Contractor requires waste disposal service, that service must be provided by EDCO. The Contractor is to make his own arrangements with EDCO and pay for all waste disposal, which is to be included in his overall Contract bid.
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84 As a result of AB 939, the Agency has established a Construction and Demolition (C&D) Recycling Ordinance (Vista Municipal Code Chapter 13.17) to help divert waste from landfills and to comply with mandates of the California Integrated Waste Management Board (per City of Vista Ordinance No. 2006-19). Many of the materials generated from construction and demolition projects can be recycled or reused. The Agency requires any contractor that generates debris to use a recycling service (EDCO or other Agency-approved recycling company) and fill out a Waste Management Plan (WMP). The Contractor shall cooperate with the Agency’s Inspector and Agency’s Waste Management Compliance Officer in completing the WMP prior to obtaining the required “No Fee” Construction Permit. If you have any questions about the Agency’s Construction and Demolition Recycling Ordinance or how to get a copy of this form, please contact the City of Vista at (760) 639-6108.
The Contractor shall provide copies of all receipts from EDCO and include all demolition costs in his construction bid.
Full compensation for furnishing all labor, materials, equipment and incidentals for clean-up and dust control as specified, including weekends and other non-working days at the Agency’s request, shall be considered as included in related items of work and no additional compensation will be allowed therefore.
3-12.2 Air Pollution Control.
Add the following paragraph to this subsection:
All cold milling equipment, sandblast pots over one-hundred pounds (100 lbs.), portable engines over fifty horsepower (50 HP), and auxiliary engines on construction equipment which are not used to drive equipment require permits from the San Diego County Air Pollution Control District (SDAPCD).
The Contractor must obtain and maintain all required permits, and follow all permit requirements.
3-12.3 Noise Control.
Add the following paragraphs to this subsection:
The Contractor shall comply with local ordinances regulating noise level (see Vista Municipal Code Chapter 8.32).
All construction activities (including, but not limited to, the use of tools, machinery or equipment used in connection with construction operations), regardless of hours of operation, shall be kept below an average hourly sound level of seventy-five (75) dBA Leq measured at fifty feet (50’) from the noise source. A noise level limit of ninety-five (95) dB at a distance of fifty feet (50’) shall apply to all construction equipment on or related to the job whether owned by the Contractor or not.
Examples include but are not limited to: equipment startups, equipment staging in or near the project, truck deliveries to the project, construction traffic loud talking, etc.
This ordinance applies to all grading operations and all public improvement construction on private or public property.
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85 The Contractor shall not perform high-noise producing work (e.g. jack-hammering, saw-cutting, sand blasting, cold milling, compacting, etc.) between the hours of 10:00PM and 7:00AM, unless the Contractor is directed to perform work at night as part of a unique project, to avoid excessive impacts to traffic, businesses, or schools. The Contractor shall provide written notification to all residential properties within five hundred feet (500’) of the work zone at least seventy-two (72) hours in advance of performing: 1) work during these hours; 2) high-noise producing during working hours. The proposed notification form and list of properties shall be submitted to the Engineer for approval.
Stationary construction equipment shall be placed such that emitted noises are directed away from sensitive noise receivers such as residential uses. The Contractor shall make every effort to create the greatest distance between noise sources and receptors during construction operations.
The Contractor shall use only such equipment on the Work and in such state or repair, that the emission of sound therefrom is within the noise tolerance level of that equipment, as established by accepted standards of the industry. Should the Agency determine that the muffling device on any equipment used on the Work is ineffective or defective so that the noise tolerance of such equipment, as established by accepted standards of the industry, is exceeded, such equipment shall not, after such determination by the Agency, be used on the Work until its muffling device is repaired or replaced so as to bring the noise tolerance level of such equipment within such standards.
3-12.4 Storage of Equipment and Materials.
3-12.4.1 General.
Add the following paragraphs to this subsection:
For the Brengle Terrace Park Restrooms Renovation PROJECT, the Contractor may use parking stalls to store a container or fenced area for use materials storage and supplies, tools etc. Exhibits showing these potential staging and storage areas should be submitted by the contractor prior to the start of any work for review and approval. Review bid documents identifying building locations (see list of Appendices in Table of Contents on Page 2), on the Maps for review. After using any area for staging or storing materials or equipment, the Contractor shall clean up the staging and storage areas used for the project, and return them to their pre-existing condition, to the satisfaction of the Engineer and the Public Works Supervisor.
The Contractor shall obtain and maintain, at his own cost, a construction staging area outside of the right of way or outside the boundaries of the Agency’s property, unless a staging area is specifically shown on the Plans or described in the specifications. Any posted signs for or related to the staging area must be of professional quality and approved by the Engineer prior to placement.
The staging area must be established, maintained and removed in a manner acceptable to the Engineer and the owner of the land where the staging area is situated. The Contractor shall be solely responsible for the security and liability of the staging area. The staging area maybe fenced, lighted and locked. Guard dogs are not allowed at the construction staging area. Such staging areas shall meet all requirements of applicable standards, codes, ordinances and laws, and shall be established at least five (5) Working Days prior to commencement of work.
When any product, material or equipment is to be stored outside the highway or street right-of- way or Agency property, the Contractor shall first obtain written permission from the property owner on whose property the storage is to be made. The Contractor shall file with the Engineer an original 12/09/2025
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86 permission letter, together with a written release from the property owner absolving the Agency or its employees from any and all responsibility in connection with storage of materials, products or equipment on said property.
3-12.4.2 Storage in Public Streets.
Add the following paragraphs to this subsection:
No equipment or materials may be stored on public street rights-of-way unless pre-approved by the City of Vista Traffic Engineering Division.
3-12.4.3 Storage on Private Property.
Add the following new subsection:
3-12.4.3 Storage on Private Property. The Contractor and all Subcontractors shall minimize the effects of construction operations upon private properties adjacent to the Work.
Prior to storing equipment or material on private property, the Contractor shall provide copies of all letters of permission or written agreements executed by affected property owners for the purpose of granting trespass rights to enter upon, stockpile or store Contractor's supplies and equipment to the Engineer. The Contractor shall, as a penalty to the Agency, forfeit one hundred dollars ($100) per day as a fine for each parcel as determined by the Engineer for failure to provide copies of such documentation to the Engineer prior to storing equipment or material on private property. Said fine or fines will be deducted from the Contractor’s subsequent monthly progress payment. The Contractor is solely responsible to initiate contact and negotiate agreement with property owners if the Contractor should desire to use private property for storage or other purposes.
Materials or equipment placed on private property without owner's consent or in breach of owner/contractor Contract shall constitute ground for immediate issuance of a stop work notice to the Contractor. The Contractor shall then be required to suspend all operations until affected property is cleaned up and restored to original condition. Additional Contract days will not be granted due to stop work action against Contractor.
3-12.6 Water Pollution Control.
3-12.6.1 General.
Add the following to this subsection:
The Contractor shall adhere to, the requirements of the San Diego Regional Water Quality Control Board (RWQCB). All work shall be performed in accordance with ORDER NO. R9-2013-0001, AS AMENDED BY ORDER NOS. R9-2015-0001 AND R9-2015-0100 NPDES NO. CAS0109266 -
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND WASTE DISCHARGE
REQUIREMENTS FOR DISCHARGES FROM THE MUNICIPAL SEPARATE STORM SEWER SYSTEMS (MS4s) DRAINING THE WATERSHEDS WITHIN THE SAN DIEGO REGION , which can be found on the Internet at:
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87 http://www.waterboards.ca.gov/rwqcb9/water_issues/programs/stormwater/index.shtml
The Contractor shall adhere to, and shall perform in accordance with the requirements of Vista Municipal Code Chapter 13.18 – Storm Water Management and Discharge Control Program.
As part of the application for City of Vista Storm Water Management Permit, the Contractor shall submit an erosion control plan showing all pollution prevention, erosion and sediment control, and site management practices, to the City Engineer for review and approval, and shall implement and maintain all appropriate measures to prevent polluted discharges from entering storm water conveyance facilities (e.g. channels, storm drains, and water bodies). The Storm Water Management Permit application and erosion control plan must be prepared and submitted by the Contractor and approved by the City Engineer before any land disturbance activities can take place on the construction site.
For projects not subject to the Construction General Permit, before commencement, and until final acceptance of the Work by the City, the Contractor shall provide all measures necessary to avoid erosion and adverse drainage conditions, in conformance with the current Order and the City of Vista Grading Ordinance.
3-12.6.1.1 Compliance.
Add the following new subsection:
3-12.6.1.1 Compliance. The Contractor shall make every effort to comply with the provisions of this subsection. However, should the Contractor violate any of the provisions of this subsection, or if pollution occurs in the work area for any reason, the Contractor shall immediately notify the City Engineer. If an unmitigated non-storm water discharge leaves the construction site, the Contractor shall immediately stop all the activity causing the discharge and mitigate the discharge and immediately notify the City Engineer or call the Storm Water Hotline at 760-643-2804. In addition the Contractor shall, with seven (7) calendar days, submit written confirmation to the City Engineer describing the incident and corrective actions taken. If pollution, for whatever reason, is detected by the City Engineer before notification by the Contractor, the required written confirmation shall also include any explanation of why the Contractor had not notified the City Engineer.
As soon as practical, any and all waste material, sediment, debris or other pollution from any discharge shall be removed from the work area and/or the drainage system by the Contractor. Any remedial actions will be the sole responsibility of the Contractor.
The Agency may make any further corrective actions, as deemed necessary, for abatement of water pollution if the Contractor has violated any of the provisions of this subsection. The Contractor shall be responsible for all costs incurred for the corrective actions. Failure to comply with the requirements of this subsection may result in the suspension of Work per Subsections 6-6 and 6-4.3 (“SUSPENSION OF THE WORK. ” and “ Payment for Delays. ”). The City’s Municipal Code (Vista Municipal Code) Section 13.18 allows for administrative, misdemeanor penalties, infractions, and civil actions for non-compliance and enforcement actions that include stop work orders. Failure may also result in significant fines and possible imprisonment. A prosecuting authority may assess fines of up to $37,500 per calendar day for each violation. The Contractor shall also reimburse the Agency 12/09/2025
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88 for any fines assessed against and paid by the Agency and that are the result of the Contractor’s failure to comply with these specifications.
Compliance with the requirements of this subsection shall in no way relieve the Contractor from its responsibility to comply with other provisions of the Contract, in particular its responsibility for repair of damage and for preservation of property.
3-12.6.2 Best Management Practices (BMPs).
Add the following to this subsection:
Prior to commencement of any land disturbance activities, the Contractor shall educate all employees, subcontractors, and suppliers about storm water pollution prevention and mitigation measures needed during various construction activities to prevent the impacts originating from construction discharges. The Contractor shall ensure that all personnel are periodically trained in storm water and urban runoff management. A list of attendees and copies of the educational materials shall be kept on file at the site and submitted to the City Engineer at the conclusion of each training session, upon request.
The Contractor shall designate a qualified person who is trained and competent in the use of Best Management Practices (BMPs) and who shall be on the site daily to evaluate the conditions of the site with respect to storm water pollution prevention. This person shall ensure the implementation of the conditions of the City of Vista Storm Water Management Permit, erosion control plan, Contract Documents, and other State and local regulations and ordinances with respect to the control of erosion, sediment and other forms of water pollution, as well as other waste management regulations.
The Contractor shall implement pollution control measures and BMPs to prevent the impounding of runoff, nuisance water, sediment movement, and debris movement from the construction site onto adjacent properties or from adjacent properties onto the construction site. If the City Engineer determines that the Contractor’s measures are not adequate, the Contractor shall provide whatever additional measures are required to gain compliance.
The Contractor shall protect with BMPs, such as gravel bags and filter fabric, all new and existing storm water conveyance system structures and other facilities from sedimentation or other related construction debris and discharges, or by any other equal product that is acceptable to the City Engineer. The Contractor shall schedule and conduct land disturbance operations, such as demolition, clearing, and grading, to minimize or avoid rain fall induced erosion and sediment discharges and prevent tracking at the construction site during ingress and egress. Water pollution control activities shall also consist of implementing good housekeeping BMPs to reduce the discharge of pollutants from construction sites. Such features as drainage gutters, slope protection blankets, and retention basins, if applicable to the site as described in the erosion control plan, shall be constructed prior to start of work. The Contractor shall prevent any discharge of concrete rinse water or other pollutant into a storm water conveyance facility by using physical barriers.
The Contractor shall maximize the preservation of existing native and non-native vegetation and minimize soil disturbance within the limits of Work.
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89 The Contractor shall show on the erosion control plan all water pollution, erosion control, and sediment control BMPs for the Work including the locations for concrete washout, vehicle maintenance, staging, dispensing of fuel, and storage areas. Further, the Contractor shall show all pollutant control measures or BMPs to be used to confine construction waste in designated areas, including construction entrance stabilization and wheel-wash measures to reduce the tracking or deposition of sediment onto public and private roads.
During the dry season (May 1 through September 30 each year), the Contractor shall inspect at least monthly all pollutant control measures or BMPs installed to mitigate construction activities during the dry season. During the rainy season (October 1 through April 30 each year), the Contractor shall inspect at least weekly all pollutant control measures, inspect before and after every rain event and every twenty-four (24) hours during any prolonged rain event.
The Contractor shall implement the following water pollution control measures:
(a) Minimum Water Quality Protection Requirements:
(1) Eroded sediments and other pollutants must be retained on site and may not be transported from the Work site via sheet flow, swales, area drains, natural drainage, tracking by vehicles or equipment, or wind. Erosion from slopes and channels shall be controlled by implementing an effective combination of BMPs, such as the limiting of grading scheduled during the rainy season; planting and maintenance of vegetation on slopes; and cover to prevent or minimize erosion of susceptible slopes. (2) Stockpiles of earth and other work-related materials must be protected from being transported from the site by wind or water.
(3) Fuels, oils, solvents, and other toxic and non-toxic substances shall be stored in accordance with the manufacturers’ instructions. All storage containers shall be protected from the weather. Fuels, oils, solvents, and other toxic substances originating from the Contractor’s operations shall not be allowed to contaminate the soil, storm water or surface waters or enter the ground water or be placed where they will enter a live stream, channel, drain, or other water conveyance facility. (4) The Contractor may not wash excess or waste concrete onto the ground or into the public rights of way or any drainage system. Provisions shall be made to retain concrete wastes onsite with containment until it can be appropriately disposed of or recycled. (5) Trash and construction-related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind. (6) Vehicle and equipment traffic shall not track sediments and other materials from the construction site. The Contractor must stabilize the entrance roadways to the construction site to inhibit sediments from being deposited into the public rights of ways.
Accidental depositions must be swept up immediately and may not be washed down by rain or by any other means. All loose soil and debris shall be removed from street areas upon starting operations and periodically thereafter as directed by the City Engineer. (7) Non-storm water, wash water and runoff from equipment and vehicle washing and any other activity shall be contained at the construction site. (8) The Contractor shall protect all new and existing storm drain system structures from sedimentation, or other construction related debris and discharges with gravel bags and filter fabric or by any other equal product or measure acceptable to the City Engineer.
Accumulated debris shall be cleaned up and properly disposed of by the Contractor to prevent the materials from entering or being carried into storm water conveyances. 12/09/2025
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90 (9) When making sawcuts in pavement, use as little water as possible and perform during dry weather. Cover each storm drain inlet completely with filter fabric or plastic during the sawing operation and contain the slurry by placing straw bales, sandbags, or gravel dams around the inlets. After the liquid drains or evaporates, shovel or vacuum the slurry residue from the pavement or gutter and remove from site. Alternatively, a small onsite vacuum may be used to pick up the slurry as this will prohibit slurry from reaching storm drain inlets.
(10) Pavement marking:
Schedule pavement marking activities for dry weather. Develop paint handling procedures for proper use, storage, and disposal of paints. Transfer and load paint and hot thermoplastic away from storm drain inlets. Provide drop cloths and drip pans in paint mixing areas. Properly maintain application equipment.
Street sweep all grindings. Yellow thermoplastic grindings may require special handling as they may contain lead.
Paints containing lead or tributyltin are considered a hazardous waste and must be disposed of properly.
Use water based paints whenever possible. If using water based paints, clean the application equipment in a sink that is connected to the sanitary sewer. Properly store leftover paints if they are to be kept for the next job, or dispose of properly.
(11) After the completion of the Work, the construction site shall be cleared of trash and debris and restored to a condition equal to or better than that existing before construction by completing all approved landscaping and permanent or post-construction sediment controls.
(b) Erosion Control Plan
Whenever it appears that the construction site will have grading during the rainy season, or as requested by the City Engineer, the Contractor shall be prepared to execute a rain event action plan based on implementation of BMPs as specified in the Project’s Erosion Control Plan.
The Contractor shall mark with a stencil, concrete stamp, or ceramic tile every storm drain inlet within the Project boundaries to indicate that no dumping is allowed in storm drainage facilities that discharge in the ocean. The stencil or tiles are available from the City Engineer, with five (5) Working Days advance notice. On curb inlets, the stencil shall be placed at the curb line on the inlet roof, the stamp should be placed on the inlet roof or in the sidewalk behind the inlet, and the tile shall be affixed to the gutter with pavement-marker adhesive or inset in the concrete in the center of the inlet opening. On catch basins, the stencil, stamp, and tile shall be placed or imprinted next to the inlet grate. Extra concrete may be required next to the grate to accommodate the stencil, stamp, or tile dimensions.
3-12.6.5 Payment.
Replace the paragraphs in this subsection with the following:
All costs for the work required to comply with the requirements of this subsection shall be included in the bid item for Storm Water Pollution Prevention and Erosion Control as shown on the 12/09/2025
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91 BID SCHEDULE. If no bid item is provided, the cost of the work required to comply with this subsection shall be considered as included in the prices bid for the various items of work.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.3 Warranty.
Replace the first paragraph in this subsection with the following:
The Work shall be warranted by the Contractor against defective materials and workmanship for a period of one (1) year, or longer as specified below:
a) The warranty period for installed fiber optic cable shall be two (2) years. b) The warranty period for the Work under Section 500 must be at least three (3) years. c) The warranty period for LED signal modules requires at least three (3) years of manufacturer’s warranty.
d) The warranty period for LED luminaires requires at least ten (10) years of manufacturer’s warranty. Provide documentation verifying that the LED luminaire model(s) being offered for the Project are covered by the ten-year warranty.
The warranty period shall begin when the Work is accepted as complete by the Agency after the Notice of Completion has been recorded at the County Recorder’s Office.
Replace the last paragraph in this subsection with the following:
If at any time during the warranty period, or during the extended warranty period specified, the Engineer finds the Work, or any part of the Work, to be defective or not in conformance with the plans and specifications, whether or not manufactured, fabricated, installed, completed or overlooked and accepted by the Engineer, the Contractor must, in accordance with the Engineer’s written instructions and within the specified time limits, either correct the defective or non-conforming Work, or, if it has been rejected by the Engineer, remove it from the Site and replace it with non-defective and conforming Work.
The Engineer may determine in its sole discretion to accept defective work in lieu of requiring the Contractor to correct or remove and replace the defective work. However, the Contractor must bear all direct and indirect costs of the defective work, and the diminished value to the Project, as determined by the Engineer. If the Engineer’s acceptance of defective work occurs prior to Final Payment, the Engineer will issue a Change Order incorporating the necessary revisions in the Contract Documents with respect to the defective work and affording the Agency the appropriate decrease in the Contract Price.
If the Contractor fails to correct, remove, or replace defective work or non-conforming work within five (5) Working Days from the date of written notice from the Engineer, the Engineer may proceed expeditiously with any correction undertaken in accordance with this section. The Agency may remedy after five (5) Working Days from the date of written notice when the Contractor fails to correct the Work in accordance with the Contract Documents, or when he fails to comply with any other provision of the Contract Documents. If, in the opinion of the Agency, the non-conforming work or 12/09/2025
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92 defective work creates a dangerous condition or requires immediate attention or correction to prevent further loss to the Agency or any other party, or to prevent interruption of operation of any Agency service or any service of any other party, The Agency will attempt to give notice required by this paragraph. If the contractor cannot be contacted or does not comply with the Agency’s request for correction within a reasonable time determined by the Agency, then the Agency or other party may proceed to provide attention or make required corrections, and the cost of all correction or attention shall be charged to and paid for by the Contractor. The Agency may remedy immediately in the event of an emergency.
When undertaking remedial action under this section, the City may: exclude the Contractor from all or part of the Site; take possession of all or part of the Work, and suspend the Contractor’s Work and or Services; and incorporate into the Project all materials and equipment stored at the Site or for which the City has paid but the Contractor has stored elsewhere.
The City will not allow an extension of the Contract Time or milestones because of any delay in the performance of the Project attributable to the City’s undertaking remedial action to correct Defective Work.
For Building Projects which require a certificate of occupancy, not including sewer and water facilities, if the Contractor fails to correct the defective work listed on the Agency’s “Punchlist” within forty-five (45) Working days after the Contract Time, he must reimburse the Agency for all costs to provide inspection services required to monitor Work beyond the forty-five (45) days. The Agency will bill the Contractor for the additional inspection at the Agency’s established rates.
If the Contractor completes the Project or portions of the Project prior to the Notice of completion (NOC), he must preserve equipment by developing and implementing a preventive maintenance program in compliance with manufacturer's recommendations.
The Contractor must repair or replace the traffic signal and lighting system equipment within seventy-two (72) hours after notification of defects by the Engineer.
The Contractor must pay for any claims, costs, losses, and damages incurred by the Agency in remedying any deficiency (e.g., all costs of repair or replacement of Defective Work and all costs of repair of any other Work on the Project destroyed or damaged by correction, removal, or replacement of your Defective Work).
3-14 SITE EXAMINATION.
Add the following new subsection:
3-14 SITE EXAMINATION. The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work, and the general and location conditions, such as, but not limited to, all other matters which could in any way affect the Work or the costs thereof. The failure of the Contractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly estimating the difficulties, responsibilities, or costs of successfully performing the Work according to the Contract Documents.
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93 3-15 FLOW AND ACCEPTANCE OF WATER.
Add the following new subsection:
3-15 FLOW AND ACCEPTANCE OF WATER. Storm, surface, nuisance, or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising there from.
3-16 NOTICE OF THIRD PARTY CLAIMS.
Add the following new subsection:
3-16 NOTICE OF THIRD PARTY CLAIMS. Pursuant to Public Contract Code Section 9201, the Agency will provide Contractor with timely notification of the receipt of any third-party claim relating to the Contract. Contractor shall attempt to verify and resolve claims promptly.
3-17 SEPARATE CONTRACTS.
Add the following new subsection:
3-17 SEPARATE CONTRACTS. The Agency reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs.
To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the work in place or discrepancies with the Contract Documents.
Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by the Agency in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project.
Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any Contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer will decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. The Agency shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site.
SECTION 4 – CONTROL OF MATERIALS
4-1 GENERAL.
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94 Replace this subsection with the following:
4-1 GENERAL. It is the intent of the Agency in drafting the Contract Documents to accept only first class work, materials, parts, equipment and workmanship. All materials, parts and equipment furnished by Contractor for the Work shall be new, high grade, free from defects, of specified kind and fully equal to samples when such samples are required. Used or secondhand materials, parts and equipment may be used only if permitted by the Specifications. When the quality or kind of material or articles required under the Contract are not particularly specified, the Contractor shall provide those representing the best of their class or kind. Quality of work shall be in strict accordance with generally accepted standards. Materials, parts and equipment shall be furnished in such quantities, kinds and at such times as to ensure uninterrupted progress of the Work.
The quality of material, parts, equipment and work shall be subject to approval by the Engineer.
The Engineer shall have access to the Work at all times during construction, and shall be furnished with every reasonable facility for securing full knowledge with regard to the progress, workmanship and character of the materials, parts and equipment used or employed in the Work. Materials and workmanship of a quality not conforming to the requirements of the Specifications shall be considered defective, and shall be subject to rejection. Defective work or material, whether in place or not, shall be remedied or removed and replaced by the Contractor, at its expense, and defective materials shall be removed from the Work site immediately, at the Contractor’s expense, when so directed by the Engineer.
Any work done beyond the lines shown on the Plans or established by the Engineer, or any Extra Work done without written authority, will be considered unauthorized and will not be paid for by Agency. Upon Contractor’s failure to comply promptly with any order of the Engineer made under the provisions of this Section, the Engineer shall have authority to cause such defective or unauthorized work to be remedied or removed and replaced, and to deduct the costs thereof from any monies due or to become due the Contractor. If the Work is found to be in compliance with these Specifications, the Engineer will furnish the Contractor with a certificate to that effect.
No rejected materials, the defects of which have been subsequently corrected, shall be used until approval in writing has been given by the Engineer. Upon failure of the Contractor to comply with any order of the Engineer made under the provisions of this subsection, the Engineer shall have the authority to remove and replace defective materials and to deduct the cost of removal and replacement from any monies due or to become due the Contractor.
If, during the prosecution of the work, the Contractor fails to immediately correct the defective or non-conforming work upon notice, or fails to correct the defective or non-conforming work in a manner conforming to the Contract Documents, the Engineer may order the Contractor to stop all or part of the Project. The Agency’s right to stop the Project does not give rise to any duty on the Agency’s part to stop Work for the Contractor’s benefit or the benefit of any other party. The Contractor shall bear all direct and indirect costs and damages that result from the Agency’s stop work notice.
When removing asbestos products, the Contractor shall comply with the requirements of Title 8, CCR, General Industry Safety Orders and Construction Safety Orders.
4-1.1 Agency-furnished Materials.
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95 Add the following new subsection:
4-1.1 Agency-furnished Materials. The Agency may provide certain items (e.g. traffic signal poles, mast arms, meter pedestals, street lights, etc.) for use by the Contractor for this Project at no cost to the Contractor as described in the Special Provisions. The Contractor shall inspect the materials / equipment prior to submitting a bid and shall satisfy himself of the suitability of the materials / equipment for use on the Project, and include all costs in the bid. The Contractor shall provide all hardware and any other materials, equipment and appurtenances necessary to use the Agency- furnished items in the Work.
Upon written request from the Contractor at least twenty-four (24) hours in advance, any materials / equipment furnished by the Agency for the Project shall be available to the Contractor to take delivery of the items during regular Public Works Department Working Hours at the Agency’s Public Works Yard at 1165 E. Taylor Street or the Agency’s Storage Yard at 2430 Lupine Hills Drive as designated by the Agency. The Contractor shall inspect the materials / equipment at time of pick- up and shall satisfy himself of the suitability and quantity of the materials / equipment for use on the Project. The Contractor shall provide loading at the Agency’s designated location, handling, transportation and delivery of the items to the Project site. The cost of handling and placing all materials / equipment after they are made available to the Contractor shall be considered as included in the Contract prices for items in connection with which they are used. No markup shall be applied to any material provided by the Agency.
The Contractor shall assume full responsibility for all Agency-furnished materials and/or equipment made available to him as soon as loading commences. Deductions will be made from any monies due to the Contractor to make good any shortages and deficiencies, from any cause whatsoever, which may occur after said materials and/or equipment have been furnished to the Contractor.
4-3 INSPECTION.
4-3.1 General.
Modify the first paragraph to read as follows:
4-3.1 General. Unless otherwise specified in these Specifications, inspection may be required at the source for such typical materials and fabricated items including, but not limited to, bituminous paving mixtures, structural concrete, precast concrete, street lighting poles, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, plastic liner, fiberglass tanks, plastic liner pipe, and similar shop or plant operations.
Modify the third sentence of the second paragraph to read as follows:
Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source.
4-4 TESTING.
Add the following paragraphs to this subsection:
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96 Geotechnical (soil) testing of fill materials, subgrade, subbase, and base will be conducted by the Agency and the Geotechnical Engineer. Geotechnical (soil) tests may include relative compaction tests, sand equivalents tests, sieve analysis, R-values, etc. The results shall be presented directly by the laboratory to the Engineer. No base, concrete or pavement shall be placed before the subgrade, subbase, base and fill have been compacted, tested and approved. The cost of any initial geotechnical (soil) test shall be borne by the Agency. Additional geotechnical (soil) tests necessitated by a failure of one (1) or more of the initial tests shall be made by the laboratory at the expense of the Contractor. The Contractor shall make allowances in his construction procedure to permit testing of the Work in progress by the Engineer and no additional compensation shall be paid to the Contractor for delays due to testing.
Testing of any cast-in-place structure or concrete surface improvement will be conducted by the Agency. Concrete tests may include slump tests, air content, and compressive strength. Any results shall be presented directly by the laboratory to the Engineer. The cost of any initial concrete test shall be borne by the Agency. Additional concrete tests necessitated by a failure of one (1) or more of the initial tests shall be made by the laboratory at the expense of the Contractor. The Contractor shall make allowances in his construction procedure to permit testing of the Work in progress by the Engineer and no additional compensation shall be paid to the Contractor for delays due to testing.
The Contractor shall maintain and secure all material samples on the Project site, available to the Engineer for inspection and evaluation during normal working hours.
All packaged, manufactured products / materials for use on the Work shall be delivered to the Project site in their original unopened containers, bearing thereon the manufacturer’s name and the brand name of the product.
Wherever any product / material is selected to be used on the Work, all such products or materials shall be of the same brand and manufacturer throughout the Work.
All products / materials shall be stored in such a manner that they will be completely protected from weather damage.
The Contractor shall pay for all failing tests that the Contractor or the Agency’s representative request in conformance with the referenced specifications or as enumerated in the supplementary provisions.
4-6 TRADE NAMES:
Add the following paragraphs to this subsection:
In accordance with the provisions of Section 3400 of the California Public Contract Code, the Contractor shall be provided a period of not less than seven (7) Working Days after award of the Contract for submission of data substantiating a request for a substitution of an "equal" item. Data submitted after this time period may be rejected by the Agency.
The Contractor shall substantiate his offer for use of substitute materials, processes, or equipment, which he considers to be equivalent to that indicated, by submitting three (3) copies of a 12/09/2025
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97 package of description, information, and performance data, showing the equality of the offered item, and such other necessary or related information as may be required by the Engineer (including, but not limited to, complete calculations, technical specifications, samples, or published documents relating to the performance and physical characteristics of the proposed substitute). The burden of proof as to the comparative quality and suitability of alternative material, process, or equipment shall be the Contractor’s responsibility. Independent testing or evaluation at qualified test facilities, including destructive testing, may be required as a condition of acceptance. Life cycle costs of the substitute items must be equivalent to those of the items indicated. The Engineer may require the Contractor to furnish a special performance warranty or other surety with respect to any proposed substitute. The Engineer shall be the sole judge as to the comparative quality and suitability of the substitute items, and the Engineer’s decision shall be final.
The Contractor’s offer of the substitute items shall contain the following statements and/or information that shall be considered by the Engineer in evaluating the proposed substitution:
1. A statement that the evaluation, and acceptance or rejection of the proposed substitute, will not prejudice the Contractor’s completion of the Project in the specified time.
2. A statement as to whether or not acceptance of the proposed substitute will require a change in the Contract Documents.
3. A list identifying all variations of the proposed substitute from that specified.
4. A description of available maintenance, repair, and replacement service.
5. An itemized estimate of all costs or credits that will result directly or indirectly from acceptance of the proposed substitute, including redesign and claims from others.
4-9 REMOVAL OF INTERFERING OBSTRUCTIONS.
Add the following new subsection:
4-9 REMOVAL OF INTERFERING OBSTRUCTIONS. The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and obstructions of any character met during the process of excavation, it being understood that the cost of said removals are made a part of the unit price bid by the Contractor under other various items of work.
4-10 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY.
Add the following new subsection:
4-10 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY. Any portions of curb, gutter, sidewalk or any other City improvement not identified for removal but damaged by the Contractor during the course of construction shall be replaced by the Contractor at the Contractor’s own cost, at no additional charge to the Agency. The cost of additional replacement of curb, gutter or sidewalk in excess of the estimated quantities shown in the BID SCHEDULE and Specifications and found necessary during the process of construction (but not due to damage resulting from carelessness on the part of the Contractor during construction operations), shall be paid to the Contractor at the unit prices submitted in the Bid.
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98 ALL MATERIALS SHALL BE AS IDENTIFIED IN THE PROJECT SPECIFICATION, PROJECT EXHIBITS OR MATCH
EXISTING MANUFACTURES UNLESS IDENTIFIED OTHERWISE TO FACILITATE THE CITIES ONGOING MAINTENANCE AND REPAIRS OF MATERIALS ON HAND. SUBSTITUTIONS OF MATERIALS OR MANUFACTURES SPECIFIED WILL NOT BE ALLOWED. IF PRODUCTS ARE DISCONTINUED OR NOT AVAILABLE, THOSE CONDITIONS WOULD BE REVIEWED ON A CASE BY CASE BASIS.
SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR.
5-3.1 General.
Add the following paragraphs to this subsection:
No contractor or subcontractor of any tier may be awarded a Contract for public work on a public works project or work on a public works project without proof of registration with the Department of Industrial Relations pursuant to Labor Code section 1725.5.
Registrations under Section 1725.5 expire annually at the end of June, and Contractor is responsible for verifying the renewal status of each subcontractor, of any tier, working on this Contract, and providing City with an updated list of all subcontractors and their registration status.
Subcontractors who do not timely renew their registration must be removed from the job site until they are registered. The removal of a subcontractor for failure to be registered shall not be cause for any extension of time or additional compensation of any nature under the Contract.
In accordance with the requirements of Section 1771.1(j) of the Labor Code, the Agency will observe and enforce any Stop Order issued by the Labor Commissioner where a contractor or subcontractor engages in the performance of any public work Contract without having been registered in violation of the requirements of Section 1725.5 or this section, and will not allow the unregistered contractor or the unregistered subcontractor to work on any public works until the unregistered contractor or unregistered subcontractor is registered.
In accordance with the provisions of Section 1771.4(a)(1) of the California Labor Code, this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
In accordance with the provisions of Section 1771.4(a)(2) of the California Labor Code, the prime contractor shall post job site notices, as prescribed by regulation.
5-3.2 Prevailing Wages.
Replace this subsection with the following paragraphs:
Pursuant to the Vista City Charter and the Vista Municipal Code, payment of prevailing wages and compliance with the California Labor Code Sections 1770 et seq IS required for this Project.
State prevailing rates of wages and classifications, as applicable to this contract, are ascertained and adopted by the State of California, Director of Industrial Relations (DIR) pursuant to California 12/09/2025
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99 Labor Code Article 2 of Chapter 1 of Part 7 of Division 2, as amended, which is made a part herein, and the provisions of Section 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Certified payroll on an approved compliance format is required for all work under this Contract.
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the Work is to be done have been determined by the Director of the California Department of Industrial Relations (DIR). These wages are set forth in the General Prevailing Wage Rates for this Project, available at the California Department of Industrial Relations’ (DIR) Internet URL website link at:
http://www.dir.ca.gov/DLSR/PWD
When the Contractor intends to use a craft or classification not shown in the wage provisions, it will be required to pay the wage rate of that craft or classification most closely related to that craft or classification as shown on the wage provisions. In case of disagreement between the Contractor and the Agency, the Engineer shall decide the prevailing wages for the labor.
The Contractor shall comply with the provisions of California Labor Code Section 1773.8 which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law.
The Contractor shall, as a penalty to the Agency, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the Contract by Contractor or by any subcontractor.
5-3.2.1 Apprentices.
Add the following new subsection:
5-3.2.1 Apprentices. Attention is directed to the provisions of Section 1777.5 and 1777.6 of the labor Code concerning the employment of apprentices by the Contractor or any Subcontractor under him/her. The Contractor and any Subcontractor under him/her shall comply with the requirements of said sections in the employment of apprentices.
The Agency will provide notice to the Department of Industrial Relations of any public works Contract using the online PWC-100 form. The online PWC-100 form is also transmitted to the Department of Apprenticeship Standards (DAS) to inform them of the award of a contract. The Contractor and each subcontractor shall also submit a “Public Works Contract Award Information” form (DAS form 140) to inform all applicable apprenticeship committees of the award of a contract.
The Contractor and each subcontractor shall provide written evidence to the Agency that the request for dispatch of apprentices to the training agencies has been completed using the DAS 142 form.
Contributions to a training fund, or the California Apprenticeship Council, for every worker on the job, are required.
The Contractor and all subcontractors shall submit to the Agency copies of the “Public Works Contract Award Information” forms (DAS form 140) and all requests for dispatch of apprentices on 12/09/2025
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the DAS 142 form. These DAS forms are available from the California Department of Industrial Relations’ (DIR) Division of Apprenticeship Standards website link at:
http://www.dir.ca.gov/DAS/das.html
The Contractor is not required to use apprentices on projects under thirty thousand Dollars ($30,000).
5-3.3 Payroll Records.
Add the following paragraph to this subsection:
In accordance with the requirements of the California Prevailing Wage Laws, Contractor and each Subcontractor shall keep an accurate payroll record, 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 him or her in connection with the work. The payroll records shall be certified and submitted to the DIR electronically in accordance with the California Prevailing Wage Laws. Contractor shall be subject to, and fully comply with, all California Prevailing Wage Laws, including, but not limited to, those pertaining to the maintenance and inspection of certified payroll records. Copies of the record of wages paid shall be certified by the Contractor and submitted to the DIR with each progress payment request. In the event of noncompliance with the requirements of this section for payroll records, and upon the request of the DIR, contractor penalties shall be withheld from Contract payments.
5-4 INSURANCE.
5-4.1 General.
Delete this subsection in its entirety and replace with the following:
The Contractor shall procure and maintain for the duration of the Contract, and for 1 year thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors.
Without limiting the Contractor's indemnification, it is agreed that the Contractor shall maintain in force at all times the following policy, or policies, of insurance covering its operations:
(a) Commercial General Liability (CGL) -- Insurance Work Office Form CG 00 01 covering CGL on an “occurrence” basis, including products, completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this Project/location or the general aggregate limit shall be twice the required occurrence limit.
(b) Automobile Liability -- Insurance Work Office Form Number CA 0001 covering Code 1 (any auto), with limits no less than $2,000,000 per accident for bodily injury and property damage. Any and all mobile equipment, including cranes, which are not covered under 12/09/2025
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Automobile Liability, shall have said coverage provided for under Comprehensive General Liability policy.
(d) Builder’s Risk ( Course of Construction) (for projects that include buildings) , utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the Project and no coinsurance penalty provisions.
If the contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the contractor shall cause the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration, and defense expenses.
Certificates of insurance and a complete copy of the insurance policies evidencing the coverages required by the clauses set forth above shall be filed with the Agency prior to the effective date of this Agreement. This is a condition precedent to the formation of any obligation by the Agency to compensate the Contractor under this Agreement.
The insurance policies are to contain, or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of 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 and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used), unless otherwise approved in advance by City.
2. For any claims related to this Project, the Contractor’s insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City.
Contractor may submit evidence of Builder’s Risk insurance in the form of Course of Construction coverage. Such coverage shall name the City as a loss payee as their interest may appear. If the Project does not involve new or major reconstruction, at the option of the City, an Installation Floater may be acceptable. For such Projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the City’s site.
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If any coverage required is written on a claims-made coverage form:
1. The retroactive date must be shown, and this date must be before the execution date of the Contract or the beginning of Contract work.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of Contract work.
3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the Contract effective date, or start of work date, the Contractor must purchase extended reporting period coverage for a minimum of five (5) years after completion of Contract work.
4. A copy of the claims reporting requirements must be submitted to the City for review.
5. If the services involve lead-based paint or asbestos identification/remediation, the Contractors Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.
Insurance is to be placed with insurers with a current A.M. Best rating of no less than A: VII, unless otherwise approved by the City.
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Contractor, its employees, agents and subcontractors.
Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this Contract. All certificates and endorsements are to be received and approved by the City before work commences.
However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format least as broad as CG 20 38 04 13.
Contractor agrees to assist in every manner possible in the reporting and investigation of any accident and, upon request, to cooperate with all interested insurance carriers in the handling of any claim by securing and giving evidence and obtaining the attendance of witnesses as required for the resolution of any claim or lawsuit.
Nothing contained in these insurance requirements is to be construed as limiting the type, quality or quantity of insurance that the Contractor should maintain, or the extent of the Contractor's responsibility or liability for payment of damages resulting for the Contractor's operations under the contract. The carrying of the insurance specified herein shall not be construed to be a limitation of liability on the part of the Contractor or as a matter of law.
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5.4.2 General Liability Insurance
Delete this subsection in its entirety
5.4.4 Auto Liability Insurance
Delete this subsection in its entirety
5-4.5 Failure to Procure Insurance.
Add the following new subsection:
5-4.5 Failure to Procure Insurance. Contractor’s failure to procure or maintain required insurance program shall constitute a material breach of Contract under which the Agency may immediately terminate the Contract or, at its discretion, procure or renew such insurance to protect the Agency’s interests and pay any and all premiums in connection herewith, and recover all monies so paid from Contractor, or deduct all monies so paid from payments due Contractor.
5-6 PATENT FEES OR ROYALTIES.
Delete the subsection in its entirety and replace with the following:
The Contractor shall absorb in its Bid all costs arising from the use of patented materials, equipment, devices, or processes used in or incorporated in the Work and agrees to indemnify and hold harmless the Agency and its duly authorized representatives, from all suits of law, or actions of every nature for or on account of the use of any patented materials, equipment, devices or processes.
5-7 SAFETY.
5-7.1 Work Site Safety.
5-7.2 Safety Orders.
5-7.2.1 General.
Add the following paragraphs to this subsection:
In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the Work, and the Contractor shall fully comply with all OSHA, State and Federal laws, rules, regulations and orders relating to safety of the public and workers.
Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property which may be damaged by the Contractor’s operations, and when in the opinion 12/09/2025
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of the Engineer, immediate action shall be considered necessary in order to protect the public or property adjacent to the Contractor’s operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as may be necessary.
The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses by the Agency for emergency repairs will be deducted from the progress payments and the final payments due to the Contractor. However, if the Agency does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety.
The acceptance by the Agency of a copy of the State of California Department of Industrial Relations Division of Occupational Safety & Health (CalOSHA) permit to perform excavation or trench work shall in no way be construed to impose tort liability on the Agency or any of its officers or employees by reason of any damage to person, including death or property damage resulting from or arising out of the use of such plan, and the Contractor shall be fully responsible for any such damage and shall indemnify and hold harmless the Agency, its officers and employees from any loss or liability resulting from the use of such plan.
5-7.8 Steel Plate Covers.
5-7.8.1 General.
Add the following paragraphs to this subsection:
The surface of all structural steel plate covers used by the Contractor to bridge any excavation in the public right-of-way shall have a non-skid coating (“Skid Guard” or equal) with a minimum coefficient of friction = 0.35 per California Test Method 342 for all traffic steel plate covers within the traveled roadway of streets and alleys, and a minimum coefficient of friction of 0.50 per ASTM C 1028 for those steel plate covers in pedestrian crosswalks or accessible areas. The non-skid coating shall be black. When required by the Engineer, the Contractor shall certify in writing to the Agency that the steel plate covers to be used in the Work meet the required static coefficient of friction. Also, when required by the Engineer, the Contractor shall have the steel plate covers to be used in the Work tested in accordance with the above standards for the verification of the required static coefficient of friction. Testing shall be done by an independent laboratory approved by the Engineer. The Contractor shall pay for any costs associated with the testing of the steel plate covers.
5-8 RESPONSIBILITY FOR DAMAGE.
Add the following new subsection:
5-8 RESPONSIBILITY FOR DAMAGE. In addition to the provisions of Subsection 5-4 (“INSURANCE of the Standard Specifications as between the Agency and the Contractor, the Contractor shall take and assume all responsibility for the Work as stated herein and/or shown on the Plans.
The Contractor shall bear all losses and damages directly or indirectly resulting to him, to the Agency, the Engineer, their officers, employees, and agents, or to others on account of the 12/09/2025
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performance or character of the work, unforeseen difficulties, accidents or any other causes whatsoever.
The Contractor shall assume the defense of and indemnify and save harmless the Agency, the Engineer, their officers, employees, and agents respectively from all claims, loss, damage, injury and liability of every kind, nature, and description, directly or indirectly arising from the performance of the Contract or work, regardless of responsibility for negligence; and from any and all claims, loss, damage, injury, and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, regardless of responsibility for negligence.
The Agency does not, and shall not; waive any rights against the Contractor which it may have be reason of the aforesaid hold harmless agreements, because of the acceptance by the Agency or deposit with the Agency by Contractor, of any insurance policies required herein or as described in Subsection 5-4. The aforesaid hold harmless agreement by Contractor shall apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered by reason of any of the aforesaid operations of Contractor, or any Subcontractor, regardless of whether or not such insurance policies are determined to be applicable to any of such damages or claims for damages.
No act by the Agency, Engineer or their representatives in processing or accepting any plans, in releasing any bond, in inspecting or accepting any work, or of any other nature, shall in any respect relieve the Contractor or anyone else, from any legal responsibility, obligation or liability he might otherwise have.
5-9 INDEMNIFICATION.
Add the following new subsection:
5-9 INDEMNIFICATION. Contractor shall defend (with counsel of Agency’s choosing), indemnify and hold the Agency, its officials, officers, agents, employees, and representatives free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including claims made by Subcontractors for nonpayment, including without limitation the payment of all consequential damages and other related costs and expenses. Contractor shall defend, at Contractor’s own cost, expense and risk, with counsel of Agency’s choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against Agency, its officials, officers, agents, employees and representatives. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against Agency, its officials, officers, employees, agents, employees and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse Agency, its officials, officers, agents, employees and representatives for any and all costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code Section 2782.
5-10 EMERGENCY PHONE NUMBERS.
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Add the following new subsection:
5-10 EMERGENCY PHONE NUMBERS. The Contractor shall provide the Engineer an emergency contact name and telephone number prior to the start of the Work that may be used to contact the Contractor in the event of an emergency for the duration of the Contract. Contractor shall also keep a list of emergency telephone numbers on the job site. In the case that more than ten (10) employees are on the job site at any time, said list shall be posted on a bulletin board, to be supplied and installed on the job site by the Contractor in a location visible and accessible to all employees.
The following emergency telephone numbers are listed for the convenience of the Contractor to assist in complying with these requirements:
AGENCY PHONE NUMBER
City of Vista Fire Department (North County Dispatch) 858-756-3006 City of Vista Fire Department (Emergency) 911
San Diego County Sheriff’s Office (Emergency) 911
Tri-City Medical Center, 4002 Vista Way, Oceanside, CA 92056 911 San Diego Gas and Electric (Gas Emergency) 800-611-7343 San Diego Gas and Electric (Electrical Emergency) 800-411-7343
5-11 DOCUMENT RETENTION & EXAMINATION.
Add the following new subsection:
5-11 DOCUMENT RETENTION & EXAMINATION. In accordance with Government Code Section 8546.7, records of both the Agency and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment. Contractor shall make available to the Agency any of the Contractor’s other documents related to the Project immediately upon request of the Agency.
In addition to the State Auditor rights above, the Agency shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to the Agency, for a period of four (4) years after final payment.
5-12 STATE LICENSE BOARD NOTICE.
Add the following new subsection:
5-12 STATE LICENSE BOARD NOTICE. Contractors are required by law to be licensed and regulated by the Contractors’ State License 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 12/09/2025
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questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.
5-13 PROJECT SPECIFIC REQUIREMENTS.
5-13.1 General.
Add the following new subsection:
See CSI Divisions for additional project specifications.
SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
6-1.1 Construction Schedule.
Delete this subsection in its entirety and replace with the following:
6-1.1 Construction Schedule. Within ten (10) Working Days after execution of the Contract or at the Pre-Construction Meeting, and prior to the commencement of work, the Contractor shall submit its proposed construction schedule to the Engineer using a scheduling program (e.g. Microsoft Project, Oracle’s Primavera or other approved equal program capable of producing the required information). The construction schedule shall be in the form of a tabulation, bar or Gantt chart, or graph satisfactory to the Engineer, and in sufficient detail to show chronological relationship of all activities on the Project. Said activities include, but are not limited to, estimated start and finish dates of all tasks that make up each bid item, submittal of shop drawings to the Engineer for approval, procurement of materials, and scheduling of equipment. Along with the construction schedule, the Contractor shall submit a cash-flow projection showing the anticipated amount of each monthly payment that will become due the Contractor in accordance with the construction schedule.
The Contractor shall schedule and stage the Work for each restroom to cause the least possible inconvenience to local residences. Contractor shall assume only one restroom location may be worked on at a time, unless prior approval is granted. If work on more than one restroom is allowed to be performed at any given time, the working days will be reduced accordingly.
The Contract time listed in the Specifications is the Agency’s best estimate of how long it will take to complete the Work. The construction schedule shall reflect all Contract requirements, shall recognize the requirements of Subsection 402-5 (“DELAYS DUE TO UTILITY CONFLICTS.”), and shall reflect completion of all work under the contract, including Punchlist items, in the specified time and in accordance with the Project Specifications and Plans. No schedule shall call for completion of the Project before or after the Contract completion date. The Project owns the float time and is not for the exclusive benefit of any Party. As such, liability for delay of the project completion date rests with the party actually causing the delay to the project completion date. By way of the Contractor assigning activity durations and proposing the sequence of the work, the Contractor hereby agrees to utilize sufficient and necessary management and other resources to perform the work in accordance with the construction schedule.
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A Notice to Proceed shall be issued after the Pre-Construction Meeting, provided the Storm Water Pollution Prevention Plan (SWPPP) and the Construction Staging / Traffic Control Plan have been submitted by the Contractor and accepted by the Engineer, and all other appropriate Contract requirements are fulfilled. The Work shall start within ten (10) Working Days thereafter, and shall be diligently prosecuted to completion within the time provided in the Project Specifications.
For projects of forty-five (45) Working Days or more, the Contractor shall submit to the Engineer an updated construction schedule each month, showing the actual progress of the Work, as part of the Partial Payment request. Monthly progress payments are conditioned upon the Engineer receiving from the Contractor the monthly schedule update. Schedule updates must accurately reflect the “as-built” schedule. All changes to the schedule shall be highlighted or otherwise identified. Approved Change Orders shall also be incorporated in the updated schedule. It is highly recommended that a narrative be included with each update. The narrative should include a description of any logic changes made to the Project, a commentary as to gains and losses to critical and near critical activities, and a quantification of the gains and losses to the critical path. Failure to provide an updated construction schedule may result in withholding Contract payments until one is submitted.
If the Contractor desires to make a major change in the method of operations after commencing construction, or if the schedule fails to reflect the actual progress of the Work for any reason, the Contractor shall submit to the Engineer a revised construction schedule in advance of beginning revised operations. In the event that an action either by the Agency or the Contractor results in a delay to the schedule, it is beneficial if the parameters pertaining to that action are recorded as they happen.
6-1.3 Pre-Construction Meeting.
Add the following new subsection:
6-1.3 Pre-Construction Meeting. A Pre-Construction Meeting shall be scheduled after the award and prior to construction. The Contractor (Principal and Project Superintendent) and any subcontractor for five percent (5%) or more of the work shall attend and be prepared to provide or discuss the following information:
a) Construction schedule
b) Subcontractors
c) City of Vista Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP), if required
d) Traffic Control Plans
e) Survey requirements
f) Materials and delivery schedule
g) Local phone numbers for supervisory personnel
h) List of Emergency phone numbers (see Subsection 7-17 of these Specifications) i) Required permits
j) Coordination with other agencies
The Construction Schedule to be provided shall be as described in Subsection 6-1.1 (“Construction Schedule.”) of these Supplementary General Provisions. 12/09/2025
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6-3 TIME OF COMPLETION.
6-3.1 General.
Replace this subsection with the following:
6-3.1 General. The Contractor shall complete all portions of the Work, including Punchlist items, in accordance with the terms and conditions of the Contract Documents, within the number of days stated in the Notice Inviting Bids from the date of the Notice to Proceed. Construction on the Project shall begin within ten (10) Working Days of the Notice to Proceed and progress in good faith towards completion without unnecessary delay. The Contractor must work diligently to complete all Punchlist items within twenty (20) Working Days after the Engineer provides the Punchlist.
6-3.3 Working Days / Hours.
Add the following new subsection:
6-3.3 Working Days / Hours. Unless otherwise specified, the Contractor’s activities shall be confined to normal working hours between 7:00AM and 5:00PM, Monday through Friday.
No work shall be done on Saturdays, Sundays, or holidays without authorization by the Engineer.
Deviation from these non-Working Days will not be permitted without the prior consent of the Engineer except in emergencies involving immediate hazard to persons or property.
Deviation from these working days and hours will not be permitted without the prior consent of the Engineer except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation during non-Working Days / Hours, overtime inspection fees will be charged against the Contractor. The overtime inspection fees will be calculated at overtime rates and will be deducted from any amounts due the Contractor.
6-4 DELAYS AND EXTENSIONS OF TIME.
6-4.2 Extensions of Time.
Add the following paragraph to this subsection:
Delays to the project caused by labor disputes or strikes involving trades not directly related to the project, or involving trades not affecting the project as a whole shall not warrant an extension of time. Daily charges for time extensions or delays from other causes shall be limited to negotiated amounts, or if no amounts are agreed upon, shall not exceed those charges documented to Agency’s satisfaction for additional labor and material costs associated with the delay, and an amount not exceeding 10% thereof for overhead and profit.
6-4.4 Written Notice and Report.
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Replace the paragraph in this subsection with the following:
6-4.4 Written Notice and Report. If the Contractor desires payment for a delay as specified in Subsection 6-4.3 (“Payment for Delays.”), or an extension of time, it shall file with the Agency a written request and report of cause within ten (10) Working Days after the beginning of the event or occurrence giving rise to the delay. The written notice shall include a statement or estimate of the time extension or compensation being requested, documents supporting the request, including but not limited to evidence of all facts supporting the alleged claim and a current schedule showing the impact of the event or occurrence on the critical path. The request for payment or extension must be made at least fifteen (15) Working Days before the specified completion date. Failure by the Contractor to file these items within the times specified will be considered grounds for refusal by the Agency to consider such request.
By submitting a request for compensation or time extension, the Contractor agrees to make all books and records, including original bid estimates, subcontracts, daily reports, and correspondence, available to the Agency for review. The Contractor also agrees to include this requirement in all subcontracts.
6-6 SUSPENSION OF THE WORK.
6-6.1 General.
Replace this subsection with the following:
6-6.1 General. The Engineer shall have the authority to suspend the Work, wholly or in part, for such period as the Engineer may deem necessary, due to unsuitable weather or to such other conditions (including an act of God or Force Majeure) as are considered unfavorable for the suitable prosecution of the Work, or for such time as the Engineer may deem necessary due to the failure on the part of the Contractor to carry out orders given or to perform any provisions of the Work. The Contractor shall immediately comply with the written order of the Engineer to suspend the Work wholly or in part and shall not resume the Work until ordered to do so in writing by the Engineer. Such suspension shall be without liability to the Contractor on the part of the City except as otherwise specified in Subsection 6-
4.3 (“Payment for Delays.”).
In the event a suspension of work is ordered because of failure on the part of the Contractor to carry out orders given or to perform any provisions of the Work, such suspension of work shall not relieve the Contractor of his responsibility to complete the Work within the time limit set forth herein and shall not be considered cause for extension of the time for completion and, further, such suspension of work shall not entitle the Contractor to any additional compensation.
If the work is suspended or otherwise not continuously prosecuted for any cause whatsoever, within or without the time for completion, the Contractor shall, at his sole cost and expense, remove and replace all or any portion of the work already completed and inspected which Agency, at its sole discretion, could have been damaged during the suspension of work.
6-9 LIQUIDATED DAMAGES.
Replace this subsection with the following:
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6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. For each consecutive working day in excess of the time specified for completion of Work, as adjusted in accordance with Subsection 6-4 (“DELAYS AND EXTENSIONS OF TIME.”), the Contractor shall pay to the Agency, or have withheld from monies due the Contractor, the sum of five hundred dollars ($500.00)
Execution of the Contract shall constitute agreement by the Agency and Contractor that the sum of five hundred dollars ($500.00) per working day is the value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due the Contractor if such delay occurs.
SECTION 7 – MEASUREMENT AND PAYMENT
7-3 PAYMENT.
7-3.1 General.
Add the following paragraph to this subsection:
Except as may otherwise be provided in specific instances, nothing in the Contract shall be construed as vesting in the Contractor any property, any material, article or structure existing at the time of the award of Contract within the area in which the Work is to be done or in any material, article or structure subsequently furnished for the Work by the Agency, or in any material, article, structure or Work furnished or performed by the Contractor after having been accounted for on an approved estimate supporting the Contractor's demand for payment as provided in Subsection 7-3 (“Payment.”) of the Greenbook. In the latter event any such material, article, structure or Work shall become the property of the Agency after being so accounted for.
7-3.2 Partial and Final Payment
Replace the fifth paragraph of this subsection with the following:
Pursuant to Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any money held by the Agency to ensure performance of the Contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the Agency, or with a state or federally chartered bank as an escrow agent, who shall return such securities to the Contractor upon satisfactory completion of the Contract. Deposit of securities with an escrow agent shall be subject to written Contract in accordance with the provisions of Section 22300 of the California Public Contract Code. For purposes of the escrow agreement, the Agency shall not certify that the Contract has been completed until at least forty five (45) calendar days after filing by the Agency of a Notice of Completion. Securities eligible for investment under this Section shall be limited to those listed in Section 16430 of the California Government Code, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed upon by the Contractor and the Agency.
Add the following paragraphs to this subsection:
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Requests for partial payments shall be submitted in a form satisfactory to the Agency. At a minimum, the form shall include all bid items, itemized breakdowns of lump sum bid items from the schedule of values (provided by Contractor), unit or lump sum prices bid, the quantities of each bid item for the current and past invoices, the dollar amount of each bid item, a total amount, and the name, address and phone number of the Contractor.
The Contractor shall meet with the Engineer to field measure quantities, and if an agreement is NOT reached, the disputed quantities shall be documented at that time. The Contractor shall not include in his invoice any quantities that have not been approved by the Engineer. The Engineer will not be required to pay for any disputed quantities of work until an agreement is reached with respect to the actual quantity in place. The Engineer may make payments for disputed quantities of work based on his own estimate, until such time that an agreement is reached.
The Agency will make partial payments in accordance with Section 20104.50 of the Public Contract Code, and these specifications. The Agency will pay progress payments within thirty (30) calendar days of receipt of an undisputed, complete and properly prepared payment request from the Contractor, or pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure.
Any payment request determined not to be a proper payment request suitable for payment shall be returned to the Contractor as soon as practicable, but not later than seven (7) calendar days, after receipt.
As part of the monthly request for partial payment, the Contractor shall submit:
1] A list of all subcontractors who worked on the project, along with their PWC Registration Number, so the Agency can ensure that all contractors and subcontractors are registered as required by Labor Code Section 1771.1;
2] Conditional and unconditional lien releases for the Contractor and all subcontractors; 3] An updated construction schedule (showing actual progress of the Work); 4] The Record Drawings (updated to indicate all changes made up to the end of the billing period).
5] Certified payroll records to the Labor Commissioner’s Office;
Monthly progress payments are conditioned upon the Agency having received from the Contractor the monthly schedule update and other specified documents.
Contractor shall provide to City, as a condition precedent to the payment of Contractor’s final retention, a complete list of all subcontractors who have worked on the Project, including their PWC Registration Numbers. This list must be provided at least 30 days prior to the payment of the final retention and shall be submitted under penalty of perjury.
The Agency is required by State Law to withhold final payment to the Contractor until at least 30 days after PWC-100 information has been submitted to the DIR, including the list of subcontractors who worked on the Project.
A prime contractor or subcontractor shall pay any subcontractor not later than ten (10) Working Days of receipt of each progress payment for satisfactory performance in accordance with the 12/09/2025
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provision in Section 7108.5 of the California Business Code concerning prompt payment to subcontractors. The ten (10) Working Days is applicable unless a longer period is agreed to in writing.
Any delay or postponement of payment over thirty (30) calendar days may take place only for good cause and with the Agency’s prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanction, and other remedies of that section.
The Agency will hold retainage from the prime contractor and will make prompt and regular incremental acceptances of portions, as determined by the Agency of the Contract work, and pay retainage to the prime contractor based on these acceptances. The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within seven (7) calendar days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the Contract work by the Agency.
7-3.3 Delivered Materials.
Add the following paragraph to this subsection:
Progress payments may include payment for specialty materials that will remain permanent features of the Work, not incorporated in the Work, but delivered and suitably stored at the site or at another location, insured and bonded by the Contractor and agreed to, in writing, by the Engineer.
Payment for stored materials will be based on a cost breakdown, acceptable to the Engineer, indicating the value and installation costs of such materials, provided each individual item has a value of more than five-thousand dollars ($5,000). The Agency will pay a maximum of seventy-five percent (75%) of the value of the material, until such time as the material is permanently installed in the Work. The Contractor shall submit a bill of sale, invoice, or other documentation warranting that the Contractor has received the materials free and clear of liens, charges, security interests, and encumbrances, and evidence that the materials and equipment are covered by appropriate property insurance.
7-3.4 Mobilization.
Delete this subsection in its entirety and replace with the following:
7-3.4 Mobilization and Demobilization. Mobilization and Demobilization shall consist of preparatory work and operations, including, but is not limited to those necessary for the move-on and move-off operations such as:
1] Supplying, maintaining, and finally removing temporary facilities; including portable field office, sanitary facilities, electric power, water, telephone and other utilities, enclosures for storage of construction equipment, products / materials and incidentals;
2] Furnishing all insurance, bonds, licenses, materials, tools, equipment and incidentals involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work or various contractor items on or off the project site;
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3] Making arrangements for construction personnel vehicle parking;
4] Application and acquiring permits from other agencies as required for the Project;
5] For other items not directly related to the bid items.
Payment for Mobilization and Demobilization shall be paid by the lump sum price bid as shown on the BID SCHEDULE. If the Mobilization and Demobilization bid item states a maximum percentage of total base bid on the BID SCHEDULE, the Agency reserves the right to conform the bid item price to the maximum stated percentage. When the Agency has to conform the bid item price to the maximum stated percentage, such action does not constitute a reason for the Contractor to withdraw their bid. If no separate item is shown in the bid for mobilization and demobilization, then the Contractor shall include all costs in the various items of work.
Placement of facilities and storage of construction equipment and materials shall be approved in advance by the Engineer. All such facilities and equipment shall remain the property of the Contractor. The Contractor shall be held responsible for all damage caused during mobilization and demobilization. The Contractor shall leave all storage areas in a neat clean condition, satisfactory to the Engineer and in accordance with the provisions of storage permits set by the property owner.
When a separate bid item is included in the BID SCHEDULE, payments for mobilization and demobilization will be made in accordance to the following schedule:
a] When the approved monthly partial payment estimate of the amount earned, not including the amount earned for mobilization and demobilization, is ten percent (10%) or more of the original Contract amount, twenty-five percent (25%) of the Contract item price for mobilization and demobilization will be included in the estimate for payment.
b] When the approved monthly partial payment estimate of the amount earned, not including the amount earned for mobilization and demobilization, is twenty- five percent (25%) or more of the original Contract amount, the total amount earned for mobilization and demobilization shall be fifty percent (50%) of the Contract item price for mobilization and demobilization will be included in the estimate for payment.
c] When the approved monthly partial payment estimate of the amount earned, not including the amount earned for mobilization and demobilization, is fifty percent (50%) or more of the original Contract amount, the total amount earned for mobilization and demobilization shall be seventy-five percent (75%) of the Contract item price for mobilization and demobilization will be included in the estimate for payment.
d] When the approved monthly partial payment estimate of the amount earned, not including the amount earned for mobilization and demobilization, is seventy-five percent (75%) or more of the original Contract amount, the total amount earned for mobilization and demobilization shall be ninety-five percent (95%) of the Contract item price for mobilization and demobilization will be included in the estimate for payment.
e] After final acceptance of the Project, the remaining unpaid amount, of the Contract item price for mobilization will be included for payment in the final progress payment.
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7-3.7 Agreed Prices.
Add the following to this subsection:
Agreed prices shall be negotiated before commencement of the Work.
7-4 PAYMENT FOR EXTRA WORK.
7-4.1 General.
Replace the first sentence in this subsection with the following:
When the cost and time for Extra Work cannot be agreed upon prior to the commencement of the Work, the Agency will pay for Extra Work based on the accumulation of costs as provided herein and grant additional time to the Contract duration. Extra Work shall be paid for under a written Change Order, approved by the Agency, in accordance with the terms therein provided. Generally, payment for Extra Work will be made at the unit price or lump sum previously agreed upon between the Contractor and the Agency.
7-4.2.3 Tools and Equipment Rental.
Replace the second paragraph in this subsection with the following:
Regardless of ownership, the rates to be used in determining equipment rental costs shall not exceed most current listed rates found in the Caltrans Labor Surcharge and Equipment Rental Rates, which is available online at:
https://dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge
Add the following paragraphs to this subsection:
Where the Contractor can substantiate that the rental rates prevailing locally exceed the published rate by more than fifteen percent (15%), the Contractor will be entitled to a rental rate adjustment. For equipment not listed in said publication, rental rates must not exceed listed rates prevailing locally at equipment rental agencies or distributors, at the time the Work is performed.
Whenever possible, Extra work must be accomplished using equipment available on Site or owned by the Contractor. If a specific piece of equipment must be rented to be used exclusively for the Extra Work, the rental rate will be the invoiced rate.
7-4.3 Markup.
7-4.3.1 Work by Contractor.
Replace the paragraph in this subsection with the following:
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7-4.3.1 Work by Contractor: The following allowable overhead and profit percentages shown in Table 7-4.3.1 below shall be added to the Contractor’s costs and shall constitute the markup for all overhead, insurance, and profits on work performed by the Contractor:
Table 7-4.3.1
COMPONENT OVERHEAD PROFIT
Labor 10% 10%
Materials 10% 5%
Equipment Rental 10% 5%
Other Items and Expenditures 10% 5%
Regardless of the number of hierarchical tiers of Subcontractors, the five percent (5%) which is the Contractor’s allowance 3.5% (for overhead) and 1.5% (for profit) may be applied one time only to the performing Subcontractor’s total cost.
One percent (1%) shall be added to the sum of the costs and markups provided for in the subsection as compensation for bonding.
7-4.3.2 Work by Subcontractor.
Replace the paragraph in this subsection with the following:
7-4.3.2 Work by Subcontractor: When all or any part of the Extra Work is performed by a Subcontractor, the markup established in 7-4.3.1 shall be applied to the Subcontractor’s actual cost of such work. A markup of ten percent (10%) on the first Five-Thousand Dollars ($5,000) of the subcontracted portion of the Extra Work and a markup of five percent (5%) on work added in excess of Five-Thousand dollars ($5,000) of the subcontracted portion of the Extra Work may be added by the Contractor.
The markups specified in Subsections 7-4.3.1 (“Work by Contractor. ”) and 7-4.3.2 (“Work by Subcontractor.”) shall be considered as full compensation and include, but not be limited to, the Contractor’s labor costs for personnel not working directly on the Extra Work, including the cost of administration and any tools or equipment that they may use. Such costs shall not be reported as labor or equipment costs elsewhere except when they are actually used in the performance of the Extra Work. Labor costs shall in that case be reported for the labor classification corresponding to the type and nature of Extra Work performed.
7-4.4 Daily Reports.
Add the following as the first sentence in this subsection:
The Contractor shall notify the Engineer at the beginning of each working day when Extra Work is in progress.
7-6 BID ITEMS.
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Add the following new subsection:
7-6 BID ITEMS. Payment for the work included in each Bid Item shall be made at the actual quantity constructed, using the units listed in the BID SCHEDULE and the Unit Prices included in the BID. All other work shown or mentioned on the Plans, in the Specifications, or in any one of the Contract Documents shall be considered as included in the related Bid Items shown in the BID SCHEDULE. The Contractor must complete all work that is shown or described in the Contract Documents, whether or not there is a specific Bid Item for that work, and no additional compensation will be allowed.
SUPPLEMENTARY TECHNICAL PROVISIONS
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
This section makes additions, deletions, or revisions to PART 2 – CONSTRUCTION MATERIALS, PART 3 – CONSTRUCTION METHODS, PART 4 – EXISTING IMPROVEMENTS, PART 5 – PIPELINE SYSTEM REHABILITATION, PART 6 – TEMPORARY TRAFFIC CONTROL, PART 7 – STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS, AND PART 8 – LANDSCAPING AND IRRIGATION of the 2024 Standard Specifications for Public Works Construction (“Greenbook”). As a convenience, these additions and amendments have been arranged in a format that parallels the Greenbook. All sections and subsections which are not changed remain in full force and effect. Additional Special Provision sections and subsections may be included in these supplements which may be written in a format different from that of the Standard Specifications. These additional Special Provision sections and subsections are intended to complement the Standard Specifications.
PART 2 - CONSTRUCTION MATERIALS
PART 6 – TEMPORARY TRAFFIC CONTROL
SECTION 600 – ACCESS
600-1 GENERAL.
Add the following paragraphs to this subsection:
The Contractor shall make every effort to keep driveways open during working hours. After hours all driveways shall be accessible with smooth and safe crossings through the construction.
600-3 PEDESTRIAN ACCESS.
Add the following paragraph to this subsection:
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Sidewalks through the work area may be closed temporarily as long as alternate pedestrian access through the adjacent area is available at ALL times. The work must be phased so that pedestrian access is maintained at ALL times.
SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES
601-1 GENERAL.
Add the following paragraphs to this subsection:
The Contractor shall prepare and submit a site plan identifying storage or work location for each restroom location.
Emergency vehicles shall be permitted to pass through the work area without delay at all times.
The Contractor shall cooperate with local authorities relative to handling local traffic and providing access to necessary services through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles.
If temporary ‘No Parking’ zones are part of the approved Traffic Control Plan, the Contractor shall be responsible for furnishing and posting temporary ‘No Parking’ signs a minimum of forty-eight (48) hours in advance of work. Signs shall have the correct legend and any other necessary information such as hours of the day; days of the week; dates that the temporary ‘No Parking’ zone applies; and citation of the applicable section of the California Vehicle Code or the Vista Municipal Code. Signs shall be posted at one-hundred foot (100’) maximum intervals along the approved temporary ‘No Parking’ zone. Signs may be attached to existing sign and street light poles in the public right-of-way as approved in the Traffic Control Plan. When necessary to meet the spacing requirement or to ensure sign visibility, the Contractor shall furnish posts or barricades. The Contractor is responsible for the removal of all temporary “No Parking” signs and fasteners or tape used after the Work is completed on each street or alley.
The Contractor shall be responsible for furnishing and posting temporary ‘No Parking’ signs along all streets approved for closure. In addition to other requirements for temporary “No Parking” signs, “No Parking” signs for temporary road closures shall be posted at one-hundred foot (100’) maximum intervals on each side of the street to be closed, at all intersections, and ends of all cul-de-sac streets.
Implementation of traffic control devices per the approved Traffic Control Plan may not begin each workday before the hours specified on the approved Traffic Control Plan. In addition, construction work must be stopped before the end of the approved work period to allow sufficient time for all traffic control devices to be removed and for other devices and measures to be in place and operational as shown on the approved Traffic Control Plans within the specified time restrictions.
The Contractor shall make adjustments to the construction staging and provide any required improvements or additional facilities, including temporary trench steel plate covers, temporary asphalt concrete pavement, barricades and delineators, and temporary signing and striping, which are necessary to make the work site functional and safe at all times. Improvements and facilities 12/09/2025
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necessary to make the work site functional and safe shall be submitted to the Agency’s Traffic engineer for approval as part of the Traffic Control Plan.
Adequate drainage facilities shall be provided to maintain the traveled pavement surface in a condition free from ponding or running water. Water shall not be diverted from existing courses or allowed to pond on private property without the explicit permission, in writing, from the property owner.
Trenches in streets open to traffic shall be provided with temporary pavement surfacing, to maintain a smooth paved travel surface, if the street is not to be provided with permanent pavement surfacing within forty-eight (48) hours after pavement removal. Trench steel plate covers shall not be left in place longer than four (4) consecutive Working Days.
601-2.2 Payment.
Add the following paragraph to this subsection:
Full compensation for developing and maintaining site access, Pedestrian Control Plan and Construction Staging and furnishing Project traffic control, including the cost of all barricades, signs, all variable message signs, tools, equipment, incidentals, flagmen, providing notices, and any other safety measures used for the control of traffic or pedestrians, during the Project construction period shall be paid under the Mobilization bid item as shown on the BID SCHEDULE and no additional compensation will be allowed.
***END OF SECTION***
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TABLE OF CONTENTS
CSI DIVISIONS
DIVISION 1 - GENERAL REQUIREMENTS
011000 Summary
016000 Product Requirements
017300 Execution Requirements
017419 Construction Waste Management
017700 Closeout Procedures
017823 Operation and Maintenance Data
017839 Project Record Documents
017900 Demonstration and Training
DIVISION 2 - SITE CONSTRUCTION
024119 Selective Demolition
DIVISION 8 - DOORS AND WINDOWS
081113 Steel Doors and Frames
085413 Fiberglass Windows
087100 Door Hardware
089000 Louvers and Vents
DIVISION 9 – FINISHES
099100 Painting
099623 Graffiti-Resistant Coatings
DIVISION 10 - SPECIALTIES
101400 Signage
102113 Toilet Compartments
102800 Toilet and Bath Accessories
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DIVISION 22 – PLUMBING
220517 Sleeves and Sleeve Seals for Plumbing Piping
223000 Plumbing Equipment
DIVISION 23 – MECHANICAL
237433 Dedicated Outdoor Air Units
DIVISION 26 – ELECTRICAL
260100 Basic Electrical Requirements Summary
260500 Common Work Results for Electrical
260519 Low-Voltage Electrical Power Conductors and Cables 260923 Lighting Control Devices
265119 LED Interior Lighting
END OF TABLE OF CONTENTS
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DIVISION 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Summary
2. Use of premises.
3. Owner's occupancy requirements.
4. Specification formats and conventions.
B. Related Sections include the following:
1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
1.2 USE OF PREMISES
A. General: Contractor shall have use of premises for construction operations as long as coordination with the city and public has been performed.
B. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public.
2. Driveways and Entrances: Keep driveways, parking areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
C. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.
1.3 OWNER'S OCCUPANCY REQUIREMENTS
A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits, unless otherwise indicated. 12/09/2025
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1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.
2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations.
B. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed areas of building, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work.
1. The Owner’s Representative will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before Owner occupancy.
2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy.
3. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of building.
4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of building.
1.4 SPECIFICATION FORMATS AND CONVENTIONS
A. Specification Format: The Specifications are organized into Divisions and Sections using the 49- division format and CSI's MasterFormat numbering system.
1. Section Identification: The Specifications use Section numbers and titles to help cross- referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.
2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.
B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate.
Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.
2. Imperative mood and streamlined language are generally used in the Specifications.
Requirements expressed in the imperative mood are to be performed by Contractor.
Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.
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implied where a colon (:) is used within a sentence or phrase.
PART 2 - PRODUCTS (Not Used)
PART 3 – EXECUTION
END OF SECTION 011000
SECTION 016000 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and product substitutions.
B. Related Sections include the following:
1. Division 1 Section "References" for applicable industry standards for products specified.
2. Division 1 Section "Closeout Procedures" for submitting warranties for Contract closeout.
3. Other Sections for specific requirements for warranties on products and installations specified to be warranted.
1.2 DEFINITIONS
A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.
1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents.
2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products.
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manufacturers not listed in Manufacturers list.
C. Basis-of-Design: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating “or equal” products of other named manufacturers.
1.3 SUBMITTALS
A. Product List: Submit a list, in tabular from, showing specified products. Include names of products required. Include manufacturer's name and proprietary product names for each product.
1. Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule.
2. Form: Tabulate information for each product under the following column headings:
a. Specification Section number and title.
b. Generic name used in the Contract Documents.
c. Proprietary name, model number, and similar designations. d. Manufacturer's name and address.
e. Supplier's name and address.
f. Installer's name and address.
g. Projected delivery date or time span of delivery period. h. Identification of items that require early submittal approval for scheduled delivery date.
3. Completed List: Provide a completed product list within days specified in General Conditions. Include a written explanation for omissions of data and for variations from Contract requirements.
4. The Owner’s Representative’s Action: The Owner’s Representative will respond in writing to Contractor within 21 days of receipt of completed product list. The Owner’s Representative’s response will include a list of unacceptable product selections and a brief explanation of reasons for this action. The Owner’s Representative’s response, or lack of response, does not constitute a waiver of requirement to comply with the Contract Documents.
B. Substitution Requests: Submit information of each request for consideration. Identify product or fabrication or installation method to be replaced. Include original product and product for substitution. Substitutions will not be allowed when devices are specified by manufacturer and product number used by the city on multiple project sites for consistency and to facilitate repair with existing parts unless evidence can be provided that the manufacturer is no longer available.
1. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitution with those of 12/09/2025
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the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, environmental, and specific features and requirements indicated.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.
g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction.
i. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. j. Cost information, including a proposal of change, if any, in the Contract Sum. k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
2. The Owner’s Representative’s Action: The Owner’s Representative will notify Contractor of acceptance or rejection of proposed substitution within 21 days of receipt of request. a. Form of Acceptance: Submittal Approval.
b. Use product specified if Owner’s Representative cannot make a decision on use of a proposed substitution within time allocated.
C. Named Product and Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1 Section "Submittal Procedures." Show compliance with requirements.
1.4 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options.
1. If a dispute arises between contractors over concurrently selectable but incompatible products, Owner’s Representative will determine which products shall be used.
1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.
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B. Delivery and Handling:
1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces.
2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.
4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected.
C. Storage:
1. Store products to allow for inspection and measurement of quantity or counting of units.
2. Store materials in a manner that will not endanger Project structure.
3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.
4. Store cementitious products and materials on elevated platforms.
5. Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment.
6. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage.
7. Protect stored products from damage and liquids from freezing.
8. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner.
1.6 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.
1. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.
2. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner.
B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution.
1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed.
2. Specified Form: When specified forms are included with the Specifications, prepare a written document using appropriate form properly executed.
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for submitting special warranties.
C. Warranty Period: Warranty period specified in each section are minimum requirements. Do not modify manufacturer’s standard warranty period if the manufacturer’s warranty has longer warranty period.
D. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures." PART 2 - PRODUCTS
2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, that are new at time of installation.
1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect.
2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.
3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents.
4. Where products are accompanied by the term "as selected," Owner’s Representative will make selection.
5. Where products are accompanied by the term "match sample," sample to be matched is Owner’s Representative’s.
6. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products.
B. Product Selection Procedures:
1. Product: Where Specifications name a single product and manufacturer, provide the named product that complies with requirements.
2. Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements.
3. Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed that complies with requirements.
4. Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements.
5. Basis-of-Design Product: Where Specifications name a product and include a list of manufacturers, provide the specified product or an equal product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with “or equal”.
6. Or Equal: Where products are specified by name and accompanied by the term "or equal" or "or approved equal" or "or approved," comply with provisions in Part 2 "Product Substitutions" Article to obtain approval by Owner’s Representative for use of an unnamed product.
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Sample, select a product that complies with requirements and matches Owner’s Representative’s sample. The Owner’s Representative’s decision will be final on whether a proposed product matches.
a. If no product available within specified category matches and complies with other specified requirements, comply with provisions in Part 2 "Product Substitutions" Article for proposal of product.
8. Visual Selection Specification: Where Specifications include the phrase "as selected from manufacturer's colors, patterns, textures" or a similar phrase, select a product that complies with other specified requirements.
a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase, Owner’s Representative will select color, pattern, density, or texture from manufacturer's product line that does not include custom or premium items.
b. Full Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase, Owner’s Representative will select color, pattern, density, or texture from manufacturer's product line that includes standard, custom, and premium items.
2.2 PRODUCT SUBSTITUTIONS
A. Timing: Owner’s Representative will consider requests for substitution if received within 10 days after the Notice to Award . Requests received after that time may be considered or rejected at discretion of Owner’s Representative.
B. Conditions: The Owner’s Representative will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Owner’s Representative will return requests without action, except to record noncompliance with these requirements:
1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Owner’s Representative for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.
2. Requested substitution does not require extensive revisions to the Contract Documents.
3. Requested substitution is consistent with the Contract Documents and will produce indicated results.
4. Substitution request is fully documented and properly submitted.
5. Requested substitution will not adversely affect Contractor's Construction Schedule.
6. Requested substitution has received necessary approvals of authorities having jurisdiction and has paid any fees.
7. Requested substitution is compatible with other portions of the Work.
8. Requested substitution has been coordinated with other portions of the Work.
9. Requested substitution provides specified warranty.
10. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
11. Furnish samples upon requested by Owner’s Representative.
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PART 3 - EXECUTION
3.1 FORMS
A. Electronic versions of attached forms will be provided upon request or may be scanned and submitted.
1. Product List Form.
2. Similar Installation List Form.
3. Substitution Request Form.
END OF SECTION 016000
SECTION 017300 - EXECUTION REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following:
1. General installation of products.
2. Progress cleaning.
3. Starting and adjusting.
4. Protection of installed construction.
5. Correction of the Work.
B. Related Sections include the following:
1. Division 1 Section "Project Management and Coordination" for procedures for coordinating field engineering with other construction activities.
2. Division 1 Section "Submittal Procedures" for submitting surveys.
3. Division 1 Section "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning.
1.2 SUBMITTALS
A. Qualification Data: For professional engineer.
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B. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work.
1. Before construction, verify the location and points of connection of utility services.
B. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work.
1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, gas, and water-service piping; and underground electrical services.
2. Furnish location data for work related to Project that must be performed by public utilities serving Project site.
C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.
1. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.
2. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation.
3. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed.
4. Proceed with installation only after unsatisfactory conditions have been corrected.
Proceeding with the Work indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Existing Utility Information: Furnish information to local utility and Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction.
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B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.
C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.
D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Owner’s Representative. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.
3.3 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.
3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated.
4. Maintain minimum headroom clearance of 8 feet in spaces without a suspended ceiling.
B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated.
C. Install products at the time and under conditions that will ensure the best possible results.
Maintain conditions required for product performance until Substantial Completion.
D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.
E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
F. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.
G. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work.
1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Owner’s Representative.
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2. Allow for building movement, including thermal expansion and contraction.
3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.
H. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.
I. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.
3.4 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully.
1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.
2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F.
3. Containerize hazardous and unsanitary waste materials separately from other waste.
Mark containers appropriately and dispose of legally, according to regulations.
B. Site: Maintain Project site free of waste materials and debris.
C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate.
D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.
E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.
G. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted.
H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.
I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.
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exposure during the construction period.
3.5 STARTING AND ADJUSTING
A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest.
B. Adjust operating components for proper operation without binding. Adjust equipment for proper operation.
C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.
Replace damaged and malfunctioning controls and equipment.
D. Manufacturer's Field Service: If a factory-authorized service representative is required to inspect field-assembled components and equipment installation, comply with qualification requirements in Division 1 Section "Quality Requirements."
3.6 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.
B. Provide protection against weather, rain, wind, storms, frost and heat so as to maintain all work and materials free from injury or damage.
C. Comply with manufacturer's written instructions for temperature and relative humidity.
3.7 CORRECTION OF THE WORK
A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.
1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.
B. Restore permanent facilities used during construction to their specified condition.
C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair.
D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired.
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E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.
END OF SECTION 017300
SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for the following:
1. Salvaging nonhazardous demolition and construction waste.
2. Disposing of nonhazardous demolition and construction waste.
B. Related Sections include the following:
1. Division 1 Section "Temporary Facilities and Controls" for environmental-protection measures during construction.
2. Division 2 Section "Selective Demolition" for disposition of waste resulting from partial demolition of buildings, structures, and site improvements.
1.2 DEFINITIONS
A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.
B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.
C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.
D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.
E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.
F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.
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1.3 PERFORMANCE REQUIREMENTS
A. General: Develop waste management plan that results in end-of-Project rates for salvage/recycling of 75 percent by weight of total waste generated by the Work.
1.4 SUBMITTALS
A. Waste Management Plan: Submit 3 copies of plan within 30 days of date established for the Notice to Proceed.
B. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit three copies of report. Include the following information:
1. Material category.
2. Generation point of waste.
3. Total quantity of waste in tons.
4. Quantity of waste salvaged, both estimated and actual in tons.
5. Quantity of waste recycled, both estimated and actual in tons.
6. Total quantity of waste recovered (salvaged plus recycled) in tons.
7. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste.
C. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.
D. Qualification Data: For Waste Management Coordinator.
E. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed according to EPA regulations. Include name and address of technician and date refrigerant was recovered.
1.5 QUALITY ASSURANCE
A. Refrigerant Recovery Technician Qualifications: Certified by EPA-approved certification program.
B. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction.
C. Waste Management Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to waste management including, but not limited to, the following:
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1. Review and discuss waste management plan including responsibilities of Waste Management Coordinator.
2. Review requirements for documenting quantities of each type of waste and its disposition.
3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays.
4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities.
5. Review waste management requirements for each trade.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.
1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
B. Burning: Do not burn waste materials.
C. Disposal: Transport waste materials off Owner's property and legally dispose of them.
END OF SECTION 017419
SECTION 017700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:
1. Inspection procedures.
2. Warranties.
3. Extra Materials.
4. Final cleaning.
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B. Related Sections include the following:
1. Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion.
2. Division 1 Section "Execution Requirements" for progress cleaning of Project site.
3. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data.
4. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements.
5. Division 1 Section "Demonstration and Training" for requirements for instructing Owner's personnel.
6. Other Sections for specific closeout and special cleaning requirements for the Work in those Sections.
1.2 SUBMITTALS
A. Submit a copy of Title 24 Certificate of Acceptance forms submitted to enforcement agency.
1.3 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection to determine the date of Substantial Completion, complete the following. List items below that are incomplete in request.
1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.
4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.
5. Prepare and submit Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.
6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable.
7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.
8. Complete startup testing of systems.
9. Submit test/adjust/balance records.
10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.
11. Advise Owner of changeover in heat and other utilities.
12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.
13. Complete final cleaning requirements, including touchup painting.
14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.
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B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Owner’s Representative will either proceed with inspection process or notify Contractor of unfulfilled requirements. The Owner’s Representative will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Owner’s Representative, that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final Completion.
1.4 FINAL COMPLETION
A. Preliminary Procedures: Before requesting final inspection to determine the date of Final Completion, complete the following:
1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures."
2. Submit certified copy of Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Owner’s Representative. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.
3. Submit evidence of final, continuing insurance coverage complying with insurance requirements.
4. Submit pest-control final inspection report and warranty.
5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.
B. Inspection: Submit a written request for final inspection process for acceptance. On receipt of request, Owner’s Representative will either proceed with inspection process or notify Contractor of unfulfilled requirements. The Owner’s Representative will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.
1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.
Use form attached.
1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor.
2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.
3. Include the following information at the top of each page:
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a. Project name.
b. Date.
c. Name of Owner’s Representative.
d. Name of Contractor.
e. Page number.
1.6 WARRANTIES
A. Submittal Time: Submit written warranties on request of Owner’s Representative for designated portions of the Work where commencement of warranties other than date specified in General Conditions.
B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.
1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.
2. Include Table of Contents.
3. Identify content with specification section number and title.
4. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.
5. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor.
1.7 EXTRA MATERIALS
A. Deliver to Owner’s facility manager extra materials specified in each section.
B. Organize submitted materials in orderly sequence based on the table of contents of the Project Manual.
1. Itemize each material and quantity in 8-1/2 by 11-inch paper.
C. Label each items for easy identification.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.
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PART 3 - EXECUTION
3.1 FINAL CLEANING
A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.
1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site.
e. Remove snow and ice to provide safe access to building. f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.
g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean in unoccupied spaces. i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain.
j. Clean transparent materials, including mirrors and glass in doors and windows.
Remove glazing compounds and other noticeable, vision-obscuring materials.
Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. k. Remove labels that are not permanent.
l. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.
Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.
1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates.
m. Wipe surfaces of mechanical and electrical equipment and similar equipment.
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resulting from water exposure.
p. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.
q. Clean ducts, blowers, and coils if units were operated without filters during construction.
r. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
Replace burned-out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.
s. Leave Project clean and ready for occupancy.
3.2 FORMS
A. Electronic versions of attached forms will be provided upon request.
1. Punch-List Form.
END OF SECTION 017700
SECTION 017823 - OPERATION AND MAINTENANCE DATA PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following:
1. Operation and maintenance documentation directory.
2. Emergency manuals.
3. Operation manuals for systems, subsystems, and equipment.
4. Maintenance manuals for the care and maintenance of products, materials, and finishes systems and equipment.
B. Related Sections include the following:
1. Division 1 Section "Submittal Procedures" for submitting copies of submittals for operation and maintenance manuals.
2. Division 1 Section "Closeout Procedures" for submitting operation and maintenance manuals.
3. Division 1 Section "Project Record Documents" for preparing Record Drawings for operation and maintenance manuals.
4. Other Sections for specific operation and maintenance manual requirements for the Work in those Sections.
1.2 DEFINITIONS
A. System: An organized collection of parts, equipment, or subsystems united by regular interaction.
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B. Subsystem: A portion of a system with characteristics similar to a system.
1.3 SUBMITTALS
A. Initial Submittal: Submit 2 draft copies of each manual at least 15 days before requesting inspection for Substantial Completion. Include a complete operation and maintenance directory. The Owner’s Representative will return 1 copy of draft and mark whether general scope and content of manual are acceptable.
B. Final Submittal: Submit 1 copy of each manual in final form at least 15 days before final inspection. The Owner’s Representative will return copy with comments within 15 days after final inspection.
1. Correct or modify each manual to comply with Owner’s Representative’s comments.
Submit 3 copies of each corrected manual within 15 days of receipt of Owner’s Representative’s comments.
1.4 COORDINATION
A. Where operation and maintenance documentation includes information on installations by more than one factory-authorized service representative, assemble and coordinate information furnished by representatives and prepare manuals.
PART 2 - PRODUCTS
2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY
A. Organization: Include a section in the directory for each of the following:
1. List of documents.
2. List of systems.
3. List of equipment.
4. Table of contents.
B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system.
C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list.
D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual.
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identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems."
2.2 MANUALS, GENERAL
A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system.
Each manual shall contain the following materials, in the order listed:
1. Title page.
2. Table of contents.
3. Manual contents.
B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:
1. Subject matter included in manual.
2. Name and address of Project.
3. Name and address of Owner.
4. Date of submittal.
5. Name, address, and telephone number of Contractor.
6. Name and address of Owner’s Representative.
7. Cross-reference to related systems in other operation and maintenance manuals.
C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual.
1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set.
D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder.
1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1/2-by-11-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets.
a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross- reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system.
b. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents.
Indicate volume number for multiple-volume sets.
2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual.
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3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment.
4. Supplementary Text: Prepared on 8-1/2-by-11-inch white bond paper.
5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts.
b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations.
2.3 EMERGENCY MANUALS
A. Content: Organize manual into a separate section for each of the following:
1. Type of emergency.
2. Emergency instructions.
3. Emergency procedures.
B. Type of Emergency: Where applicable for each type of emergency indicated below, include instructions and procedures for each system, subsystem, piece of equipment, and component:
1. Fire.
2. Flood.
3. Gas leak.
4. Water leak.
5. Power failure.
6. Water outage.
7. System, subsystem, or equipment failure.
8. Chemical release or spill.
C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties.
D. Emergency Procedures: Include the following, as applicable:
1. Instructions on stopping.
2. Shutdown instructions for each type of emergency.
3. Operating instructions for conditions outside normal operating limits.
4. Required sequences for electric or electronic systems.
5. Special operating instructions and procedures.
2.4 OPERATION MANUALS
A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information:
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3. Operating standards.
4. Operating procedures.
5. Operating logs.
6. Wiring diagrams.
7. Control diagrams.
8. Piped system diagrams.
9. Precautions against improper use.
10. License requirements including inspection and renewal dates.
B. Descriptions: Include the following:
1. Product name and model number.
2. Manufacturer's name.
3. Equipment identification with serial number of each component.
4. Equipment function.
5. Operating characteristics.
6. Limiting conditions.
7. Performance curves.
8. Engineering data and tests.
9. Complete nomenclature and number of replacement parts.
C. Operating Procedures: Include the following, as applicable:
1. Startup procedures.
2. Equipment or system break-in procedures.
3. Routine and normal operating instructions.
4. Regulation and control procedures.
5. Instructions on stopping.
6. Normal shutdown instructions.
7. Seasonal and weekend operating instructions.
8. Required sequences for electric or electronic systems.
9. Special operating instructions and procedures.
D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed.
E. Piped Systems: Diagram piping as installed, and identify color-coding where required for identification.
2.5 PRODUCT MAINTENANCE MANUAL
A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below.
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C. Product Information: Include the following, as applicable:
1. Product name and model number.
2. Manufacturer's name.
3. Color, pattern, and texture.
4. Material and chemical composition.
5. Reordering information for specially manufactured products.
D. Maintenance Procedures: Include manufacturer's written recommendations and the following:
1. Inspection procedures.
2. Types of cleaning agents to be used and methods of cleaning.
3. List of cleaning agents and methods of cleaning detrimental to product.
4. Schedule for routine cleaning and maintenance.
5. Repair instructions.
E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services.
F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds.
1. Include procedures to follow and required notifications for warranty claims.
2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL
A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below.
B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual.
C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment:
1. Standard printed maintenance instructions and bulletins.
2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly.
3. Identification and nomenclature of parts and components.
4. List of items recommended to be stocked as spare parts.
D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures:
1. Test and inspection instructions.
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2. Troubleshooting guide.
3. Precautions against improper maintenance.
4. Disassembly; component removal, repair, and replacement; and reassembly instructions.
5. Aligning, adjusting, and checking instructions.
6. Demonstration and training videotape, if available.
E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment.
1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies.
2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance.
F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services.
G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent.
H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds.
1. Include procedures to follow and required notifications for warranty claims.
PART 3 - EXECUTION
3.1 MANUAL PREPARATION
A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals.
B. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated.
C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work.
D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system.
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for each system, subsystem, and piece of equipment not part of a system.
2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel.
E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents.
Identify data applicable to the Work and delete references to information not applicable.
1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems.
F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of completed installation.
1. Do not use original Project Record Documents as part of operation and maintenance manuals.
2. Comply with requirements of newly prepared Record Drawings in Division 1 Section "Project Record Documents."
G. Comply with Division 1 Section "Closeout Procedures" for schedule for submitting operation and maintenance documentation.
END OF SECTION 017823
SECTION 017839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for Project Record Documents, including the following:
1. Record Drawings.
2. Record Specifications.
3. Record Product Data.
B. Related Sections include the following:
1. Division 1 Section "Closeout Procedures" for general closeout procedures.
2. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements.
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those Sections.
1.2 SUBMITTALS
A. Record Drawings: Comply with the following:
1. Number of Copies: Submit 1 set of marked-up Record Prints.
B. Record Specifications: Submit 1 copy of Project's Specifications, including addenda and contract modifications.
C. Record Product Data: Submit 1 copy of each Product Data submittal.
1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked-up Product Data as an insert in manual instead of submittal as Record Product Data.
PART 2 - PRODUCTS
2.1 RECORD DRAWINGS
A. Record Prints: Maintain one set of blue- or black-line white prints of the Contract Drawings and Shop Drawings.
1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.
a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.
b. Accurately record information in an understandable drawing technique. c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.
2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Depths of foundations below first floor.
d. Locations and depths of underground utilities.
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing.
i. Locations of concealed internal utilities.
j. Changes made by Change Order or Construction Change Directive. k. Changes made following Owner’s Representative’s written orders. l. Details not on the original Contract Drawings.
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3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings.
4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.
5. Mark important additional information that was either shown schematically or omitted from original Drawings.
6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.
B. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.
1. Record Prints: Organize Record Prints into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.
2. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of Owner’s Representative.
e. Name of Contractor.
2.2 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.
3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.
4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data.
5. Note related Change Orders, Record Product Data, and Record Drawings where applicable.
2.3 RECORD PRODUCT DATA
A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.
3. Note related Change Orders, Record Specifications, and Record Drawings where applicable.
4. Assemble in single binder with table of contents.
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2.4 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.
PART 3 - EXECUTION
3.1 RECORDING AND MAINTENANCE
A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project.
B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Owner’s Representative’s reference during normal working hours.
3.2 FORMS
A. Electronic versions of attached forms will be provided upon request or may be scanned and submitted.
1. Record Product Data Form.
END OF SECTION 017839
SECTION 017900 - DEMONSTRATION AND TRAINING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for instructing Owner's personnel, including the following:
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1. Demonstration of operation of systems, subsystems, and equipment.
2. Training in operation and maintenance of systems, subsystems, and equipment.
B. Related Sections include the following:
1. Division 1 Section "Project Management and Coordination" for requirements for pre- instruction conferences.
2. Other Sections for specific requirements for demonstration and training for products in those Sections.
1.2 SUBMITTALS
A. Instruction Program: Submit 2 copies of outline of instructional program for demonstration and training, including a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module.
1. At completion of training, submit 1 complete training manual(s) for Owner's use.
B. Qualification Data: For instructor.
C. Attendance Record: For each training module, submit list of participants and length of instruction time.
D. Evaluations: For each participant and for each training module, submit results and documentation of performance-based test.
1.3 QUALITY ASSURANCE
A. Instructor Qualifications: A factory-authorized service representative, complying with requirements in Division 1 Section "Quality Requirements," experienced in operation and maintenance procedures and training.
1.4 COORDINATION
A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations.
B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content.
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PART 2 - PRODUCTS
2.1 INSTRUCTION PROGRAM
A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections.
B. Training Modules: Develop a learning objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master.
PART 3 - EXECUTION
3.1 PREPARATION
A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual.
B. Set up instructional equipment at instruction location.
3.2 INSTRUCTION
A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner for number of participants, instruction times, and location.
B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system.
C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season.
1. Schedule training with Owner, with at least 7 days' advance notice.
D. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of a written performance-based test.
E. Cleanup: Collect used and leftover educational materials and give to Owner. Remove instructional equipment. Restore systems and equipment to condition existing before initial training use.
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END OF SECTION 017900
DIVISION 2
SECTION 024119 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Demolition and removal of selected portions of building, structure, devices and components.
B. Related Sections include the following:
1. Division 1 Section "Temporary Facilities and Controls" for temporary construction and environmental-protection measures for selective demolition operations.
2. Division 1 Section "Construction Waste Management" for disposal of demolished materials.
1.2 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.
C. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.
1.3 SUBMITTALS
A. Schedule of Selective Demolition Activities: Indicate the following:
1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's building manager's and other tenants' on- site operations are uninterrupted.
2. Interruption of utility services. Indicate how long utility services will be interrupted.
3. Coordination for shutoff, capping, and continuation of utility services.
4. Locations of proposed dust- and noise-control temporary partitions and means of egress, including for occupants affected by selective demolition operations.
5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work.
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B. Inventory: After selective demolition is complete, submit a list of items that have been removed and salvaged.
1.4 QUALITY ASSURANCE
A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project.
B. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.
C. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
D. Standards: Comply with ANSI A10.6 and NFPA 241.
E. Predemolition Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to selective demolition including, but not limited to, the following:
1. Inspect and discuss condition of construction to be selectively demolished.
2. Review structural load limitations of existing structure.
3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.
4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.
5. Review areas where existing construction is to remain and requires protection.
1.5 PROJECT CONDITIONS
A. Notify Owner’s Representative of discrepancies between existing conditions and Drawings before proceeding with selective demolition.
B. Hazardous Materials: Hazardous materials are present in construction to be selectively demolished and is scope of Work.
C. Storage or sale of removed items or materials on-site is not permitted.
D. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
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1.6 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped.
B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.
C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged.
D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict.
Promptly submit a written report to Owner’s Representative.
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems: Maintain services/systems indicated to remain and protect them against damage during selective demolition operations.
1. Comply with requirements for existing services/systems interruptions specified in Division 1 Section "Summary."
3.3 PREPARATION
A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
1. Comply with requirements for access and protection specified in Division 1 Section "Temporary Facilities and Controls."
3.4 SELECTIVE DEMOLITION, GENERAL
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A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:
1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.
2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.
4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain fire watch and portable fire- suppression devices during flame-cutting operations.
5. Maintain adequate ventilation when using cutting torches.
6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.
7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.
8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.
9. Dispose of demolished items and materials promptly. Comply with requirements in Division 1 Section "Construction Waste Management."
B. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage.
4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.
C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by the Owner’s Representative, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.
3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS
A. Concrete: Demolish in small sections. Cut concrete to a depth of at least 3/4 inch at junctures with construction to remain, using power-driven saw. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete indicated for selective demolition. Neatly trim openings to dimensions indicated. Patch and repair with similar materials.
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B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, then remove masonry between saw cuts. Patch and repair with similar materials.
C. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, then break up and remove.
1. Patch and repair with similar materials.
D. Roofing: Remove no more existing roofing than can be covered in one day by new roofing and so that building interior remains watertight and weathertight. Refer to roofing section for new roofing requirements.
E. Wood: Remove no more wood than necessary to patch or repair dry root or other deteriorated wood prior to patch and paint. If in the opinion of the contractor the wood cannot be repaired, bring it to the attention of the Engineer.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.
4. Comply with requirements specified in Division 1 Section "Construction Waste Management."
B. Burning: Do not burn demolished materials.
C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.
3.7 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.
END OF SECTION 024119
DIVISION 8
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SECTION 081113 - STEEL DOORS AND FRAMES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Standard hollow metal doors and frames.
2. Hollow metal windows
B. Related Sections include the following:
1. Division 8 Section “Door Hardware” for door hardware for hollow metal doors.
2. Division 9 Section “Painting” for field painting hollow metal doors and frames.
1.2 DEFINITIONS
A. Minimum Thickness: Minimum thickness of base metal without coatings.
B. Standard Hollow Metal Work: Hollow metal work fabricated according to ANSI/SDI A250.8.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions, core descriptions, and finishes.
B. Other Action Submittals:
1. Schedule: Provide a schedule of hollow metal work prepared by or under the supervision of supplier, using same reference designation for details and openings as those on Drawings. Coordinate with door hardware schedule.
a. Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking; and other pertinent data.
b. Indicated specific model number of door and frame.
c. Indicate steel sheet type (galvanized, non-galvanized, etc.) d. Indicate door and frame type (A, A1, B, C, etc.)
e. Indicated hardware group.
f. Indicate dimensions and locations of mortises and holes for hardware. g. Indicate dimensions and locations of cutouts.
1.4 QUALITY ASSURANCE
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A. Source Limitations: Obtain hollow metal work from single source from single manufacturer.
B. Preinstallation Conference: Conduct conference at Project site.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver hollow metal work palletized, wrapped, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic.
1. Provide additional protection to prevent damage to finish of factory-finished units.
B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.
C. Store hollow metal work under cover at Project site. Place in stacks of five units maximum in a vertical position with heads up, spaced by blocking, on minimum 4-inch- high wood blocking. Do not store in a manner that traps excess humidity.
1. Provide minimum 1/4-inch space between each stacked door to permit air circulation.
1.6 PROJECT CONDITIONS
A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication.
1.7 COORDINATION
A. Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation.
1.8 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of steel doors and frames that fails in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Deterioration of metals, metal finishes, and other materials beyond normal weathering.
2. Warranty Period: 2 years.
B. Installer’s Warranty: 1 year.
PART 2 - PRODUCTS
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2.1 MANUFACTURERS
A. Steel Doors and Frames: Subject to compliance with requirements, provide the same as existing or an equal product per Section 016000.
B. Factory Finished Frames: Subject to compliance with requirements, provide the same as existing or an equal product per Section 016000.
2.2 MATERIALS
A. Cold-Rolled Steel Sheet: ASTM A 1008, Commercial Steel (CS), Type B; suitable for exposed applications for interior doors and frames.
B. Galvannealed (Metallic-Coated) Steel Sheet: ASTM A 653, Commercial Steel (CS), Type B; with minimum A60 metallic coating for exterior doors and frames.
C. Frame Anchors: ASTM A 591, Commercial Steel (CS), 40Z coating designation; mill phosphatized.
1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008 or ASTM A 1011, hot-dip galvanized according to ASTM A 153, Class B.
D. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153.
E. Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow metal frames of type indicated.
F. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to ASTM C 143.
G. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.
2.3 STANDARD HOLLOW METAL DOORS
A. General: Provide doors of design indicated, not less than thickness indicated; fabricated with smooth surfaces, without visible joints or seams on exposed faces unless otherwise indicated.
Comply with ANSI/SDI A250.8.
1. Design: Flush panel.
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polyurethane, polyisocyanurate, mineral-board, or vertical steel-stiffener core. a. Fire Door Core: As required to provide fire-protection indicated. b. Standard Core: Honeycomb, U-factor of 0.69, R-value of 1.45.
3. Vertical Edges for Single-Acting Doors: Beveled edge. a. Beveled Edge: 1/8 inch in 2 inches.
4. Vertical Edges for Double-Acting Doors: Round vertical edges with 2-1/8-inch radius.
5. Top and Bottom Edges: Closed with flush or inverted 0.042-inch- thick, end closures or channels of same material as face sheets.
6. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames."
B. Exterior Doors: Match existing doors or use face sheets fabricated from galvannealed (metallic- coated) steel sheet, which ever is a higher quality. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical performance level:
1. Level 3 and Physical Performance Level A (Extra Heavy Duty), Model 1 (Full Flush):
a. Face thickness: 16 gage (0.053 inch).
C. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcing plates from same material as door face sheets.
2.4 STANDARD HOLLOW METAL FRAMES
A. General: Comply with ANSI/SDI A250.8 and with details indicated for type and profile.
B. Exterior Frames: Fabricated from metallic-coated steel sheet.
1. Fabricate frames with mitered or coped corners.
2. Fabricate frames as full profile welded unless otherwise indicated.
3. Frame: 16 gage (0.053-inch) thick steel sheet.
C. Interior Frames: Fabricated from cold-rolled steel sheet.
1. Fabricate frames with mitered or coped corners.
2. Fabricate frames as full profile welded. Knocked down is not allowed.
3. Frame: 16 gage (0.053-inch) thick steel sheet.
D. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as frames.
2.5 HOLLOW METAL WINDOWS
A. Materials: Same as hollow metal doors and windows.
B. Type and Size: as indicated on Drawings.
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2.6 FRAME ANCHORS
A. Jamb Anchors:
1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 0.042 inch thick, with corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick.
2. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick.
3. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch- diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location.
B. Floor Anchors: Formed from same material as frames, not less than 0.042 inch thick, and as follows:
1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.
2. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips, allowing not less than 2-inch height adjustment. Terminate bottom of frames at finish floor surface.
2.7 STOPS AND MOLDINGS
A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch thick, fabricated from same material as door face sheet in which they are installed.
B. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch high unless otherwise indicated.
C. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch thick, fabricated from same material as frames in which they are installed.
2.8 LOUVERS
A. Provide louvers for doors if existing and where indicated, that comply with SDI 111C.
1. Inserted Louver:
a. 18 gage steel, welded to fabricated sub-frame.
b. 1 inch thick, inverted “Y” blade type, inserted into opening prepared in door faces. c. Free air space: 50% of louver area.
2. Insect Screen:
a. Material: Stainless Steel.
2.9 ACCESSORIES
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A. Ceiling Struts: Minimum 1/4-inch-thick by 1-inch- wide steel.
B. Provide Screw-In Top Cap for exterior doors.
C. Grout Guards: Formed from same material as frames, not less than 0.016 inch thick.
2.10 FABRICATION
A. Fabricate hollow metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.
B. Tolerances:
1. Standard doors and frames: Fabricate hollow metal work to tolerances indicated in SDI 117.
C. Hollow Metal Doors:
1. Exterior Doors: Provide weep-hole openings in bottom of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration.
2. Glazed Lites: Factory cut openings in doors.
D. Hollow Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.
1. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible.
2. Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding.
3. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.
4. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted.
5. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor.
6. Jamb Anchors: Provide number and spacing of anchors as follows:
a. Masonry Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows:
1) Two anchors per jamb up to 60 inches high.
2) Three anchors per jamb from 60 to 90 inches high.
3) Four anchors per jamb from 90 to 120 inches high.
4) Four anchors per jamb plus 1 additional anchor per jamb for each 24 inches or fraction thereof above 120 inches high.
b. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows:
1) Three anchors per jamb up to 60 inches high.
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2) Four anchors per jamb from 60 to 90 inches high.
3) Five anchors per jamb from 90 to 96 inches high.
4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches or fraction thereof above 96 inches high.
5) Two anchors per head for frames above 42 inches wide and mounted in metal- stud partitions.
c. Compression Type: Not less than two anchors in each jamb. d. Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and bottom of frame. Space anchors not more than 26 inches o.c.
7. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers as follows. Keep holes clear during construction.
a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.
E. Fabricate concealed stiffeners, edge channels, and hardware reinforcement from either cold- or hot-rolled steel sheet.
F. Hardware Preparation: Factory prepare hollow metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door Hardware Schedule and templates furnished as specified in Division 8 Section "Door Hardware."
1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8.
2. Reinforce doors and frames to receive nontemplated, mortised and surface-mounted door hardware.
3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series specifications for preparation of hollow metal work for hardware.
G. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints.
1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow metal work.
2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently.
3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames.
4. Provide loose stops and moldings on inside of hollow metal work.
5. Coordinate rabbet width between fixed and removable stops with type of glazing and type of installation indicated.
H. Air Infiltration: Maximum rate not more than indicated when tested according to AAMA/WDMA 101/I.S.2/NAFS, Air Infiltration Test.
1. Maximum Rate: 0.3 cfm/sq. ft. of area at an inward test pressure of 1.57 lbf/sq. ft.
2. Maximum Rate: 0.1 cfm/sq. ft. of area at an inward test pressure of 6.24 lbf/sq. ft.
2.11 STEEL FINISHES
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1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with ANSI/SDI A250.10 acceptance criteria; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure.
B. Field-Applied Paint Finish: Comply with Division 9 Section “Painting”.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
B. Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation.
C. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces.
B. Prior to installation, adjust and securely brace welded hollow metal frames for squareness, alignment, twist, and plumbness to the following tolerances:
1. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.
2. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall.
3. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.
4. Plumbness: Plus or minus 1/16 inch, measured at jambs on a perpendicular line from head to floor.
C. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.
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3.3 INSTALLATION
A. General: Install hollow metal work plumb, rigid, properly aligned, and securely fastened in place; comply with Drawings and manufacturer's written instructions.
B. Hollow Metal Frames: Install hollow metal frames of size and profile indicated. Comply with ANSI/SDI A250.11.
1. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.
a. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. b. Install frames with removable glazing stops located on secure side of opening. c. Install door silencers in frames before grouting.
d. Remove temporary braces necessary for installation only after frames have been properly set and secured.
e. Check plumbness, squareness, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances.
f. Field apply bituminous coating to backs of frames that are filled with grout containing antifreezing agents.
2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with post-installed expansion anchors.
a. Floor anchors may be set with powder-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings.
3. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout.
4. Concrete Walls: Solidly fill space between frames and concrete with grout. Take precautions, including bracing frames, to ensure that frames are not deformed or damaged by grout forces.
5. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces.
6. In-Place Gypsum Board Partitions: Secure frames in place with postinstalled expansion anchors through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces.
7. Ceiling Struts: Extend struts vertically from top of frame at each jamb to overhead structural supports or substrates above frame unless frame is anchored to masonry or to other structural support at each jamb. Bend top of struts to provide flush contact for securing to supporting construction. Provide adjustable wedged or bolted anchorage to frame jamb members.
8. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment, twist, and plumb to the following tolerances:
a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.
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parallel to plane of wall.
c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.
d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.
C. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified below. Shim as necessary.
1. Non-Fire-Rated Standard Steel Doors:
a. Jambs and Head: 1/8 inch plus or minus 1/16 inch.
b. Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch. c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch. d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4 inch.
D. Glazing: Comply with installation requirements in Division 8 Section "Glazing" and with hollow metal manufacturer's written instructions.
1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches o.c. and not more than 2 inches o.c. from each corner.
3.4 ADJUSTING AND CLEANING
A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow metal work that is warped, bowed, or otherwise unacceptable.
B. Remove grout and other bonding material from hollow metal work immediately after installation.
C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.
D. Metallic-Coated Surfaces: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions.
END OF SECTION 081113
SECTION 085413 - FIBERGLASS or POLYCARB WINDOWS
PART 1 - GENERAL
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1.1 SUMMARY
A. Section includes fiberglass-framed windows.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.
2. Review, discuss, and coordinate the interrelationship of fiberglass windows with other exterior wall components. Include provisions for anchoring, flashing, weeping, sealing perimeters, and protecting finishes.
3. Review and discuss the sequence of work required to construct a watertight and weathertight exterior building envelope.
4. Inspect and discuss the condition of substrate and other preparatory work performed by other trades.
1.3 SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details, material descriptions, glazing and fabrication methods, dimensions of individual components and profiles, hardware, and finishes for fiberglass windows.
B. Shop Drawings: Include plans, elevations, sections, hardware, accessories, insect screens, operational clearances, and details of installation, including anchor, flashing, and sealant installation.
C. Samples: For each exposed product and for each color specified, 2 by 4 inches in size.
D. Samples for Initial Selection: For units with factory-applied color finishes.
1. Include similar Samples of hardware and accessories involving color selection.
E. Samples for Verification: For fiberglass windows and components required, prepared on Samples of size indicated below:
1. Exposed Finishes: 2 by 4 inches.
2. Exposed Hardware: Full-size units.
F. Product Schedule: For fiberglass windows. Use same designations indicated on Drawings.
G. Qualification Data: For manufacturer and Installer.
H. Product Test Reports: For each type of fiberglass window, for tests performed by a qualified testing agency.
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I. Sample Warranties: For manufacturer's warranties.
1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain fiberglass windows from single source from single manufacturer.
B. Manufacturer Qualifications: A manufacturer capable of fabricating fiberglass windows that meet or exceed performance requirements indicated and of documenting this performance by test reports and calculations.
C. Installer Qualifications: An installer acceptable to fiberglass window manufacturer for installation of units required for this Project.
D. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.
1. Build mockup of typical wall area as shown on Drawings.
2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.
1.5 WARRANTY
A. Manufacturer's Warranty: Manufacturer agrees to repair or replace fiberglass windows that fail in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Failure to meet performance requirements.
b. Structural failures including excessive deflection, water leakage, and air infiltration. c. Faulty operation of movable sash and hardware.
d. Deterioration of materials and finishes beyond normal weathering. e. Failure of insulating glass.
2. Warranty Period:
a. Window: 10 years.
B. Installer’s warranty: 2 years.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Fiberglass Windows:
1. CXT (Match existing)
2. Or Equal
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2.2 WINDOW PERFORMANCE REQUIREMENTS
A. Product Standard: Comply with AAMA/WDMA/CSA 101/I.S.2/A440 for definitions and minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated.
1. Window Certification: WDMA certified with label attached to each window.
B. Performance Class and Grade: AAMA/WDMA/CSA 101/I.S.2/A440 as follows:
1. Minimum Performance Class: LC.
B. Finish:
1. Match existing
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
B. Verify rough opening dimensions, levelness of sill plate, and operational clearances.
C. Examine wall flashings, vapor retarders, water and weather barriers, and other built-in components to ensure weathertight window installation.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. Comply with manufacturer's written instructions for installing windows, hardware, accessories, and other components. For installation procedures and requirements not addressed in manufacturer's written instructions, comply with installation requirements in ASTM E 2112.
B. Install windows level, plumb, square, true to line, without distortion, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction to produce weathertight construction.
3.3 ADJUSTING, CLEANING, AND PROTECTION
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smooth operation and weathertight closure.
B. Clean exposed surfaces immediately after installing windows. Remove excess sealants, glazing materials, dirt, and other substances.
1. Keep protective films and coverings in place until final cleaning.
C. Remove and replace sashes if glass has been broken, chipped, cracked, abraded, or damaged during construction period.
D. Protect window surfaces from contact with contaminating substances resulting from construction operations. If contaminating substances do contact window surfaces, remove contaminants immediately according to manufacturer's written instructions.
END OF SECTION 085413
SECTION 087100 - DOOR HARDWARE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes commercial door hardware for the following:
1. Swinging doors.
2. Other doors to the extent indicated.
B. Door hardware includes, but is not necessarily limited to, the following:
1. Mechanical door hardware.
2. Electromechanical door hardware.
3. Cylinders specified for doors in other sections.
C. Related Sections:
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D. Codes and References: Comply with the version year adopted by the Authority Having Jurisdiction.
1. ANSI A117.1 - Accessible and Usable Buildings and Facilities.
2. ICC/IBC - International Building Code.
3. NFPA 70 - National Electrical Code.
4. NFPA 80 - Fire Doors and Windows.
5. NFPA 101 - Life Safety Code.
6. NFPA 105 - Installation of Smoke Door Assemblies.
7. State Building Codes, Local Amendments.
E. Standards: All hardware specified herein shall comply with the following industry standards as applicable. Any undated reference to a standard shall be interpreted as referring to the latest edition of that standard:
1. ANSI/BHMA Certified Product Standards - A156 Series.
2. UL10C - Positive Pressure Fire Tests of Door Assemblies.
3. ANSI/UL 294 - Access Control System Units.
4. UL 305 - Panic Hardware.
5. ANSI/UL 437- Key Locks.
1.3 SUBMITTALS
A. Product Data: Manufacturer's product data sheets including installation details, material descriptions, dimensions of individual components and profiles, operational descriptions and finishes.
B. Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing, fabrication and assembly of door hardware, as well as procedures and diagrams. All existing hardware may be reused or match identical in kind in non-functional. Also rekeying all new hardware to the same as original will be required
a. Type, style, function, size, label, hand, and finish of each door hardware item. b. Manufacturer of each item.
c. Fastenings and other pertinent information.
d. Location of door hardware set, cross-referenced to Drawings, both on floor plans and in door and frame schedule.
e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware.
g. Door and frame sizes and materials.
h. Warranty information for each product.
2. Submittal Sequence: Submit the final Door Hardware Schedule at earliest possible date, particularly where approval of the Door Hardware Schedule must precede fabrication of other work that is critical in the Project construction schedule. Include Product Data, 12/09/2025
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Samples, Shop Drawings of other work affected by door hardware, and other information essential to the coordinated review of the Door Hardware Schedule.
C. Keying Schedule: After a keying meeting with the owner has taken place prepare a separate keying schedule detailing final instructions. Submit the keying schedule in electronic format.
Include keying system explanation, door numbers, key set symbols, hardware set numbers and special instructions. Owner must approve submitted keying schedule prior to the ordering of permanent cylinders/cores.
1.4 CLOSEOUT SUBMITTALS
A. Operating and Maintenance Manuals: Provide manufacturers operating and maintenance manuals for each item comprising the complete door hardware installation in quantity as required in Division 01, Closeout Procedures.
B. Project Record Documents: Provide record documentation of as-built door hardware sets in digital format (.pdf, .docx, .xlsx, .csv) and as required in Division 01, Project Record Documents.
1.5 QUALITY ASSURANCE
A. Manufacturers Qualifications: Engage qualified manufacturers with a minimum 5 years of documented experience in producing hardware and equipment similar to that indicated for this Project and that have a proven record of successful in-service performance.
B. Certified Products: Where specified, products must maintain a current listing in the Builders Hardware Manufacturers Association (BHMA) Certified Products Directory (CPD).
1. The force for pushing or pulling open a door shall be in accordance with CBC Section 11B- 404.2.9.
a. Interior hinged doors, sliding or folding doors, and exterior hinged doors: 5 pounds (22.2 N) maximum. Required fire doors: the minimum opening force allowable by the DSA authority, not to exceed 15 pounds (66.7N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position.
b. The force required for activating any operable parts, such as lever hardware, or disengaging other devices shall be 5 pounds (22.2N) maximum to comply with CBC Section 11B-309.4.
c. The 5 pound (22.2 N) maximum force shall be validated for the size of the door used. The Building Materials Listing of the California State Fire Marshal shall indicate that the door hardware meets the 5 pound (22.2 N) force and shall also list the largest door that can be used.
2. Door closing speed shall comply with CBC Section 11B-404.2.8. Closers shall be adjusted so that the required time to move a door from an open position of 90 degrees to a position of 12 degrees from the latch is 5 seconds minimum. Spring hinges shall be adjusted so 12/09/2025
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that the required time to move a door from an open position of 70 degrees to the closed position is 1.5 seconds minimum.
3. Floor stops shall not be located in the path of travel and 4” maximum from walls.
4. Thresholds shall comply with CBC Section 11B-404.2.5.
C. Each unit to bear third party permanent label indicating compliance with the referenced testing standards.
1.6 DELIVERY, STORAGE AND HANDLING
A. Inventory door hardware on receipt and provide secure lock-up and shelving for door hardware delivered to Project site. Do not store electronic access control hardware, software or accessories at Project site without prior authorization.
B. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package.
1.7 COORDINATION
A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing standard and electrified hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing hardware to comply with indicated requirements.
B. Door and Frame Preparation: Doors and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring, signaling and access control system hardware without additional in-field modifications.
1.8 WARRANTY
A. General Warranty: Reference Division 01, General Requirements. Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents.
B. Warranty Period: Written warranty, executed by manufacturer(s), agreeing to repair or replace components of standard and electrified door hardware that fails in materials or workmanship within specified warranty period after final acceptance by the Owner. Failures include, but are not limited to, the following:
1. Structural failures including excessive deflection, cracking, or breakage.
2. Faulty operation of the hardware.
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4. Electrical component defects and failures within the systems operation.
C. Warranty Period: Unless otherwise indicated, warranty shall be one year from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Hardware shall not have any visible manufacturer names on exposed materials when the door is in a closed position.
2.2 BUTT HINGES
A. Hinges: ANSI/BHMA A156.1 butt hinges with number of hinge knuckles and other options as specified in the Door Hardware Sets.
1. Quantity: Provide the following hinge quantity:
a. Two Hinges: For doors with heights up to 60 inches.
b. Three Hinges: For doors with heights 61 to 90 inches. c. Four Hinges: For doors with heights 91 to 120 inches. d. For doors with heights more than 120 inches, provide 4 hinges, plus 1 hinge for every 30 inches of door height greater than 120 inches.
2. Hinge Size: Provide the following, unless otherwise indicated, with hinge widths sized for door thickness and clearances required:
a. Widths up to 3’0”: 4-1/2” standard or heavy weight as specified. b. Sizes from 3’1” to 4’0”: 5” standard or heavy weight as specified.
3. Hinge Weight and Base Material: Unless otherwise indicated, provide the following:
a. Exterior Doors: Heavy weight, non-ferrous, ball bearing or oil impregnated bearing hinges unless Hardware Sets indicate standard weight. b. Interior Doors: Standard weight, steel, ball bearing or oil impregnated bearing hinges unless Hardware Sets indicate heavy weight.
4. Hinge Options: Comply with the following:
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set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents removal of pin while door is closed; for all out-swinging lockable doors.
5. Manufacturers:
a. Or equal to existing hinges.
2.3 CONVENTIONAL EXIT DEVICES
A. General Requirements: All exit devices specified herein shall match the existing or provide an or equal.
2.4 SURFACE DOOR CLOSERS
A. All door closers specified herein shall meet or exceed the following criteria and match existing units. If existing units do not meet the following criteria please bring this to the attention of the city for a substitution.
2.5 DOOR STOPS AND HOLDERS
A. General: Door stops and holders to be of type and design as specified below or in the Hardware Sets.
B. Door Stops and Bumpers: ANSI/BHMA A156.16, Grade 1 door stops and wall bumpers. Provide wall bumpers, either convex or concave types with anchorage as indicated, unless floor or other types of door stops are specified in Hardware Sets. Do not mount floor stops where they will impede traffic. Where floor or wall bumpers are not appropriate, provide overhead type stops and holders.
1. Manufacturers:
a. Rockwood (RO).
2.6 FABRICATION
A. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to manufacturers recognized installation standards for application intended.
2.7 FINISHES
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A. Match all existing finishes.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine scheduled openings, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance.
B. Notify architect of any discrepancies or conflicts between the door schedule, door types, drawings and scheduled hardware. Proceed only after such discrepancies or conflicts have been resolved in writing.
3.2 PREPARATION
A. Hollow Metal Doors and Frames: Comply with ANSI/DHI A115 series.
3.3 INSTALLATION
A. Install each item of mechanical and electromechanical hardware and access control equipment to comply with manufacturer's written instructions and according to specifications.
1. Installers are to be trained and certified by the manufacturer on the proper installation and adjustment of fire, life safety, and security products including: hanging devices; locking devices; closing devices; and seals.
B. Mounting Heights: Mount door hardware units at heights indicated in following applicable publications, unless specifically indicated or required to comply with governing regulations:
1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames."
2. DHI TDH-007-20: Installation Guide for Doors and Hardware.
3. Where indicated to comply with accessibility requirements, comply with ANSI A117.1 "Accessibility Guidelines for Buildings and Facilities."
C. Retrofitting: Install door hardware to comply with manufacturer's published templates and written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 9 Sections. Do not install surface-mounted items until finishes have been completed on substrates involved.
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D. Push Plates and Door Pulls: When through-bolt fasteners are in the same location as a push plate, countersink the fasteners flush with the door face allowing the push plate to sit flat against the door.
E. Storage: Provide a secure lock up for hardware delivered to the project but not yet installed.
Control the handling and installation of hardware items so that the completion of the work will not be delayed by hardware losses before and after installation.
3.4 ADJUSTING
A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.
3.5 CLEANING AND PROTECTION
A. Protect all hardware stored on construction site in a covered and dry place. Protect exposed hardware installed on doors during the construction phase. Install any and all hardware at the latest possible time frame.
B. Clean adjacent surfaces soiled by door hardware installation.
C. Clean operating items as necessary to restore proper finish. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of owner occupancy.
3.6 DEMONSTRATION
A. Instruct Owner's maintenance personnel to adjust, operate, and maintain mechanical and electromechanical door hardware.
3.7 DOOR HARDWARE SETS
A. All hardware sets should be equal to or exceed the existing.
1. Quantities listed in the exhibit should be verified by all bidders.
2. The supplier is responsible for handing and sizing all products.
3. Where multiple options for a piece of hardware are given in a single line item, the supplier shall provide the appropriate application for the opening.
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prior to the submittal stage to verify the specified hardware will work as required. Provide alternate solutions and proposals as needed.
B. Manufacturer’s Abbreviations:
END OF SECTION 087100
SECTION 089000 - LOUVERS AND VENTS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Steel louvers or security screen mesh.
1.2 DEFINITIONS
A. Louver for this project is defined as any existing security screening, mesh or privacy barrier used to protect the entrance to the restroom facilities.
1.3 SUBMITTALS
A. Product Data: Match existing products in kind. Item can be custom manufactured as needed or purchased complete as long as it matches existing.
1.4 QUALITY ASSURANCE
A. Welding: Qualify procedures and personnel according to the following:
1. AWS D1.2, "Structural Welding Code--Steel."
B. SMACNA Standard: Comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" for fabrication, construction details, and installation procedures.
1.5 PROJECT CONDITIONS
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A. Field Measurements: Verify louver openings by field measurements before fabrication and indicate measurements on Shop Drawings.
1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating louvers without field measurements. Coordinate construction to ensure that actual opening dimensions correspond to established dimensions.
1.6 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of louvers and vents that fail in materials or workmanship within specified warranty period.
1. Warranty Period: 1 year.
B. Installer Warranty: 1 year.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Louvers: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.
1. Match all existing components
2. Or equal
2.2 MATERIALS
A. All materials shall match existing unless manufacturer or contract suggests otherwise.
B. Fasteners: Of same basic metal and alloy as fastened metal or 300 Series stainless steel, unless otherwise indicated. Do not use metals that are incompatible with joined materials.
1. Use types and sizes to suit unit installation conditions.
2. Use screws for exposed fasteners, unless otherwise indicated.
C. Postinstalled Fasteners for Concrete and Masonry: Torque-controlled expansion anchors, made from stainless-steel components, with capability to sustain, without failure, a load equal to 4 times the loads imposed, for concrete, or 6 times the load imposed, for masonry, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency.
2.3 FABRICATION, GENERAL
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A. Fabricate frames, including integral sills, to fit in openings of sizes indicated, with allowances made for fabrication and installation tolerances, adjoining material tolerances, and perimeter sealant joints.
B. Include supports, anchorages, and accessories required for complete assembly.
C. Provide subsills made of same material as louvers or extended sills for recessed louvers.
D. Join frame members to each other and to fixed louver blades with fillet welds concealed from view, unless otherwise indicated or size of louver assembly makes bolted connections between frame members necessary.
2.4 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and openings, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Coordinate setting drawings, diagrams, templates, instructions, and directions for installation of anchorages that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to Project site.
3.3 INSTALLATION
A. Locate and place louvers and vents level, plumb, and at indicated alignment with adjacent work.
B. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection.
C. Vandal Protection: Louvers located in accessible areas shall use special vandal resistant hardware for installation.
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D. Form closely fitted joints with exposed connections accurately located and secured.
E. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated.
F. Repair finishes damaged by cutting, welding, soldering, and grinding. Restore finishes so no evidence remains of corrective work. Return items that cannot be refinished in the field to the factory, make required alterations, and refinish entire unit or provide new units.
G. Protect galvanized and nonferrous-metal surfaces from corrosion or galvanic action by applying a heavy coating of bituminous paint on surfaces that will be in contact with concrete, masonry, or dissimilar metals.
H. Install concealed gaskets, flashings, joint fillers, and insulation as louver installation progresses, where weathertight louver joints are required. Comply with Division 7 Section "Joint Sealants" for sealants applied during louver installation.
3.4 ADJUSTING AND CLEANING
A. Clean exposed surfaces of louvers and vents that are not protected by temporary covering, to remove fingerprints and soil during construction period. Do not let soil accumulate until final cleaning.
B. Before final inspection, clean exposed surfaces with water and a mild soap or detergent not harmful to finishes. Thoroughly rinse surfaces and dry.
C. Restore louvers and vents damaged during installation and construction so no evidence remains of corrective work. If results of restoration are unsuccessful, as determined by Architect, remove damaged units and replace with new units.
1. Touch up minor abrasions in finishes with air-dried coating that matches color and gloss of, and is compatible with, factory-applied finish coating.
END OF SECTION 089000
DIVISION 9
SECTION 099100 - PAINTING
PART 1 - GENERAL
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1.1 SUMMARY
A. This Section includes the following:
1. Surface Preparation.
2. Field application of paints, stains, varnishes, and other coatings.
1.2 SUBMITTALS
A. Product data - Submit product data sheets for each product.
B. Samples:
1. Submit two painted samples, illustrating selected colors and textures for each color and systems selected with specified coats cascaded.
2. Submit on suitable backing, 8x10 inch size.
1.3 QUALITY ASSURANCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.
1. Mockup two (2) area prior to purchasing paint.
2. Mockup size: As indicated on Drawings.
3. Final approval of color selections will be based on mockups. a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Architect at no added cost to Owner.
4. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.
5. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.
1.4 DELIVERY, STORAGE, AND PROTECTION
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.
1.5 ENVIRONMENTAL REQUIREMENTS
A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer.
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B. Provide lighting level of 80 ft candles measured mid-height at substrate surface.
C. Environment Requirements:
1. Comply with manufacturer's recommendations as to environmental conditions under which coatings and coating systems can be stored and applied.
2. Do not paint when there is a threat of rain within 24 hours or when surface or air temperatures are at or below 40 degrees.
1.6 WARRANTY
A. Installer Warranty: 1 year.
1.7 EXTRA STOCK
A. Provide following:
1. Minimum 1 gallon each product in original or new 1 gallon cans. a. Color spot each lid.
b. Identify with formula, location, product and date.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Paints: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.
1. Sherwin Williams. (Basis of Design)
2. Behr Paint.
3. Dunn-Edwards.
4. Vista Paint.
5. Or equal.
2.2 PAINTS AND COATINGS
A. Loxon Concrete and Masonry Primer-Sealer (Primer)
B. Pre-Catalyzed Waterbase Epoxy
C. Prepare pigments:
1. To a soft paste consistency, capable of being readily and uniformly dispersed to a homogenous coating.
2. For good flow and brushing properties.
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3. Capable of drying or curing free of streaks or sags.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that surfaces are ready to receive Work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. Do not proceed unless substrate is suitable.
C. Test shop-applied primer for compatibility with subsequent cover materials.
D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums:
1. Masonry, Concrete, and Concrete Unit Masonry: 12 percent
2. Interior Wood: 15 percent, measured in accordance with ASTMD4442.
3. Exterior Wood: 15 percent, measured in accordance with ASTMD4442.
3.2 PREPARATION OF SURFACE
A. General:
1. Clean all interior and exterior walls and surfaces of loose and scaly paint, dirt, dust, chalk, and other foreign matter by water-blasting using care not to damage substrate followed by hand scraping, sanding or wire brushing after surfaces are dry. Mildew must be treated with household bleach solution and rinsed thoroughly.
2. Patch, caulk, set protruding nails and repair all surfaces and cracks where necessary with suitable patching materials and smooth off to match adjacent surfaces.
3. Sand Glossy surfaces to dull surface and remove residue.
4. Remove mildew from affected surfaces with a solution of Tri-Sodium Phosphate and bleach. Rinse with clean water and allow to dry completely.
5. Existing surfaces to be recoated shall be thoroughly cleaned and de-glossed by sanding or other means prior to priming and painting. Patched and bare areas shall be spot primed with the same primer as specified for new work.
6. Rusty metal: Scrape, sand or wire wheel, feathering edges to sound coating. Dust surfaces.
Topcoat.
7. Remove soil and body oils completely from surfaces, including handrails, door edges and posts. Treat with Liquid Sandpaper or Dull-N-Bond.
8. Remove hardware, accessories, plates, fixtures and similar items not to be finished.
Reinstall at completion.
9. Signage and artwork shall be removed and reinstalled.
B. Concrete Surfaces:
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1. Concrete surfaces shall be dry, clean and free from efflorescence, encrustations and other foreign matter. Any glazed surface shall be slightly roughened or etched. Curing compounds, bond breakers, release agents and other coatings shall be removed with a light sandblast or high pressure power wash.
C. CMU Surfaces:
1. Remove dirt, loose mortar, scale, powder and other foreign matter from concrete block surfaces which are to be painted.
2. Unpainted CMU surfaces shall be cleaned with TSP. Rinse thoroughly. Surface shall be tested for adhesion. Prime as listed in materials section; allow to cure, then perform adhesion test with duct tape.
D. Galvanized Surfaces: Remove all oils and contamination from galvanized surfaces scheduled to be painted by washing with a compliant solvent wash.
E. Ferrous Metal: Remove grease, rust, scale, dirt and dust from ferrous metal surfaces. Primer coat shall be applied not less than 30 minutes, nor more than 3 hours after preparation of surface.
F. Primed Metal: Sand and scrape shop primed metal to remove loose primer and rust. Touch-up bare, abraded and damaged areas with metal primer. Feather edges to make touch-up patches inconspicuous.
G. Wood Surfaces:
1. Remove dust, grit and foreign matter from wood surfaces. Sand surfaces and dust clean.
Spot prime knots, pitch streaks and sappy sections with a stain blocking primer where surfaces are to be painted. Fill nail holes, cracks and other defects after priming and spot prime repairs after patching material has fully cured.
2. Wood surfaces with peeling areas are to have edges of broken paint film sanded to a feather edge.
3. Back prime wood trim. Paint tops, bottoms, edges and cut-outs of doors.
I. Preparation of other surfaces shall be performed following specific recommendations of the coating manufacturer.
3.3 PREVIOUSLY COATED SURFACES
A. Maintenance painting will frequently not permit or require complete removal of all old coatings prior to repainting. However, all surface contamination such as oil, grease, loose paint, mill scale dirt, foreign matter, rust, mold, mildew, mortar, efflorescence, and sealers must be removed to assure sound bonding to the tightly adhering old paint. Glossy surfaces of old paint films must be clean and dull before repainting. Thorough washing with an abrasive cleanser will clean and dull in one operation, or, wash thoroughly and dull by sanding. Spot prime any bare areas with an appropriate primer. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system. Check for compatibility by applying a 12/09/2025
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test patch of the recommended coating system, covering at least 2 to 3 square feet. Allow to dry one week before testing adhesion per ASTM D3359. If the coating system is incompatible, complete removal is required per ASTM D4259.
3.4 APPLICATION
A. Apply products in accordance with manufacturer's instructions.
B. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied.
C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied.
D. Apply each coat to uniform appearance. Apply each coat of paint slightly darker than preceding coat unless otherwise approved
E. Sand wood surfaces lightly between coats to achieve required finish.
F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust particles just prior to applying next coat.
G. Stipple all edges and corners to conceal brush marks.
H. Paint entire trim element with like color. Painting of faces only is unacceptable. Trim surfaces must be wrapped with the trim color and not "faced off" or "Hollywooded".
I. Doors: Paint entire door unless otherwise noted, including door top and bottom edge surfaces.
J. Tinting: Tint each primer a lighter shade to facilitate identification of each coat where multiple coats of the same material are applied. Tint primer to match the color of the finish coat, but provide sufficient differences in shade of primer to distinguish each separate coat.
3.5 PROTECTION
A. Protect work of other trades and items not intended to receive paint. Install "wet paint" signs to protect newly painted surfaces.
3.6 CLEANING
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necessary protection.
2. Immediately clean-up all accidental spatter, spillage, misplaced paint and restore the affected surface to its original condition.
B. Clean-up:
1. Clean up debris daily per OSHA requirements.
2. At completion of work, remove all materials, supplies, debris and rubbish and leave each area in a clean, acceptable condition.
3. Collect waste material which may constitute a fire hazard, place in closed metal containers, and remove daily from site.
3.7 SURFACES TO BE FINISHED
A. Paint all existing exterior finishes and areas affected by work, unless notes otherwise.
B. Do not paint or finish the following items:
1. Items fully factory-finished unless specifically noted.
2. Fire rating labels, equipment serial number and capacity labels.
C. Mechanical and Electrical: Use paint systems defined for the substrates to be finished.
1. Paint all insulated and exposed pipes occurring in finished areas to match background surfaces, unless otherwise indicated.
2. Paint shop primed items occurring in finished areas.
3.8 CRACK FILLERS
A. Crack Fillers: elastomeric coating manufacturers recommended, factory-formulated crack fillers or sealants, including crack filler primers, compatible with substrate and other materials indicated; VOC content complying with limits of authorities having jurisdiction.
B. Primer: Elastomeric coating manufacturer's recommended, factory-formulated, alkali-resistant primer compatible with substrate and other materials indicated; VOC content complying with limits of authorities having jurisdiction.
3.9 Concrete Unit Masonry Block Filler: Elastomeric coating manufacturer's recommended, factory- formulated, high-performance latex block filler compatible with substrate and other materials indicated; VOC content complying with limits of authorities having jurisdiction.
3.10 PAINT SYSTEMS – INTERIOR/EXTERIOR
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A. CMU/Stucco, Latex Egg Shell:
1. 1 Coat: Loxon Block Surfacer, LX02.
2. 2 Coats: Pro Industrial Pre-Catalyzed Waterbased Epoxy Egg Shell.
B. Ferrous Metals, Unprimed, Latex, 3 coat:
1. 1 Coat: All Surface Enamel Primer LX02.
2. 2 Coats: PI WB Alkyd Urethane Semi-Gloss B53.
C. Galvanized Metals, Semi-Gloss, Waterbased Alkyd, 3 coat:
1. 1 Coat: Pro-Cryl Universal Primer B66-310.
2. 2 Coats PI WB Alkyd Urethane Semi-Gloss B53.
D. Wood and Composite Wood, Egg Shell, Opaque, Latex, 3 coat:
1. 1 Coat: A-100 Exterior Latex Primer B42W41.
2. 2 Coats: A-100 Egg Shell A6W851.
3.11 PAINT SYSTEMS -INTERIOR (NO VOC)
A. Masonry, Latex Egg-Shell:
1. 1 Coat: Loxon Block Surfacer, LX02.
2. 2 Coats: Pro Industrial Pre-Catalyzed Waterbased Epoxy Egg Shell.
3. Monochem Permashield Premium
B. Wood, Composition Board, Latex Egg-Shell:
1. 1 Coat: A-100 Exterior Latex Primer B42W41.
2. 2 Coats: A-100 Egg Shell A6W851.
C. Metal - Steel, Aluminum, Galvanized, Acrylic Semi-Gloss Enamel:
1. 1 Coat: All Surface Enamel Primer LX02.
2. 2 Coats: PI WB Alkyd Urethane Semi-Gloss B53.
3.12 COLORS
A. To be selected by Architect from manufacturer’s full range of colors.
END OF SECTION 099100
SECTION 099623 – GRAFFITI-RESISTANT COATINGS
PART 1 - GENERAL
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1.1 SUMMARY
A. This Section includes:
1. Non-sacrificial, anti-graffiti coating system.
1.2 SUBMITTALS
A. Product Data: Written product list and description of products to be used with manufacturer's printed literature for each product.
1.3 QUALITY ASSURANCE
A. Manufacturer Qualifications: Capable of providing field service representation during installation and who will approve the installer and application method.
B. Installer Qualifications: Installer experienced in performing this type of work and who has specialized in work similar to the type required for this project.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver products in time to avoid construction delays.
B. Deliver and store products in manufacturer's original packaging with identification labels intact.
C. Store products protected from weather and at temperature and humidity conditions recommended by manufacturer.
1.5 PROJECT CONDITIONS
A. Do not apply products under conditions outside manufacturer's requirements, which include:
1. Surfaces that are frozen; allow complete thawing prior to installation.
2. Surface and air temperatures below 40 degrees F.
3. Surface and air temperatures above 95 degrees F.
4. When surface or air temperature is not expected to remain above 40 degrees F for at least 8 hours after application.
5. Wind conditions that may blow water repellents onto surfaces not intended to be treated.
6. Less than 24 hours after a rain.
7. When rain is expected less than 6 hours after installation.
1.6 WARRANTY
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A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of anti-graffiti coating system that fails in materials or workmanship within specified warranty period.
1. Warranty Period: 2 years.
B. Installer Warranty: 1 year.
1.7 EXTRA STOCK
A. Minimum 1 gallon each product in original or new 1 gallon cans.
1. Color spot each lid.
2. Identify with formula, location, product and date.
B. Minimum 5 gallons of Graffiti Remover.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Anti-Graffiti System: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.
1. Monopole.
2. Or equal.
2.2 ANTI-GRAFFITI SYSTEM
A. Surface Preparation: Restore-N-Prep Concrete and Masonry Cleaner system.
1. Existing Paint: Apply one coat of Monochem Permashield Base over high quality exterior paint systems for graffiti resistance per the manufacturers recommendations.
2. Existing Paint: Apply three coats of Monochem Permashield Premium Aliphatic Polyurethane Clear Coat over Permashield Base for graffiti resistance per the manufacturers recommendations.
B. Aquaseal ME12(One Coat) for first coat on unpainted wood and masonry surfaces.
C. Anti-Graffiti Coating: Monochem Permashield Premium Aliphatic Urethane by Monopole or equal.
1. 2. Description: Two-component, high performance, low-VOC, odorless, water based, aliphatic polyurethane paint/coating.
3. Technical Data:
a. Solid by Weight (%):
1) Clear/Matte 52 (±2%)/58%)
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2) Pigmented 58 (±2%)/64%
b. Solid by Volume (%): 50%
D. Graffiti Remover: Citrus Clean Super graffiti remover.
2.3 REQUIRED MIXING
A. Stir Part A for 2 minutes with a stir stick or a jiffy blade at SLOW speed (500 RPM) to fully disperse the product.
B. Catalyze the product by pouring Part B into Part A and mixing thoroughly for 4-5 minutes, at the same speed as outlined in Step 1 above.
C. Pour a portion of Part A into Part B can until full. Mix well for 30 seconds, and pour back into Part A. Mix for another 2-3 minutes. Allow product to stand for 5 minutes before applying.
Loosely cover mixed product. DO NOT RE-SEAL MIXED PRODUCT.
D. Product may be reduced with clean water to achieve the desired viscosity. We recommend using distilled water.
E. Typical spray applications require a 5% to 10% reduction for tinted white applications. For clear applications, do not exceed 20%.
F. Do not reduce catalyzed product after 30 minutes.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that substrates are acceptable for product installation; do not begin until substrates meet manufacturer's requirements.
1. Masonry, including mortar and concrete plaster, must cure a minimum of 28 days prior to applying anti-graffiti coating system.
B. Do not begin until mock-up/test panels have been approved by Architect.
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B. Repair, patch and fill cracks, voids, defects, and damaged areas to satisfaction of manufacturer. Allow repair materials to cure completely.
C. The use Concrete and Masonry Cleaner system as a pretreatment to clean masonry surfaces.
Once clean, allow the surface to fully dry before sealing or applying a topcoat
3.3 INSTALLATION
A. Install in accordance with manufacturer's instructions and recommendations, product data, and container label instructions.
B. Mix materials in strict accordance with manufacturer's instructions; do not dilute unless permitted by manufacturer.
C. Prevent overspray, wind drift, and splash onto surfaces not to be treated.
D. Provide the services of the manufacturer's authorized field representative to verify that installed products comply with manufacturer's requirements and with the standard established by approved mock-up/test panels.
3.4 CLEANING AND PROTECTION
A. At completion of work, remove protective coverings.
B. If surfaces that should have been protected from damage by this work have been damaged, clean, repair or replace to the satisfaction of Architect.
C. Repair or replace damaged treated surfaces.
D. Protect completed work from damage during construction.
END OF SECTION 099623
DIVISION 10
SECTION 101400 - SIGNAGE
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PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Panel signs for restrooms
2. Signage accessories.
1.2 SUBMITTALS
A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of sign.
B. Shop Drawings: Include plans, elevations, and large-scale sections of typical members and other components. Show mounting methods, grounds, mounting heights, layout, spacing, reinforcement, accessories, and installation details.
1. Provide message list for each sign, including large-scale details of wording, lettering, artwork, and braille layout.
C. Samples for Initial Selection: For each type of sign material indicated that involves color selection.
D. Samples for Verification: For each type of sign, include the following Samples to verify color selected:
1. Panel Signs: Full-size Samples of each type of sign required.
2. Approved samples will not be returned for installation into Project.
E. Qualification Data: For Installer.
F. Maintenance Data: For signage cleaning and maintenance requirements to include in maintenance manuals.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: An authorized representative of signage manufacturer for installation and maintenance of units required for this Project.
B. Source Limitations: Obtain each sign type through one source from a single manufacturer.
C. Regulatory Requirements: Comply with the Americans with Disabilities Act (ADA) and with code provisions as adopted by authorities having jurisdiction.
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1.4 PROJECT CONDITIONS
A. Field Measurements: Where sizes of signs are determined by dimensions of surfaces on which they are installed, verify dimensions by field measurement before fabrication and indicate measurements on Shop Drawings.
1.5 COORDINATION
A. For signs supported by or anchored to permanent construction, advise installers of anchorage devices about specific requirements for placement of anchorage devices and similar items to be used for attaching signs.
1. For signs supported by or anchored to permanent construction, furnish templates for installation of anchorage devices.
1.6 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of signage fails in materials or workmanship within specified warranty period.
1. Warranty Period: 1 year.
B. Installer Warranty: 1 year.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Exterior Signs: Subject to compliance with requirements, provide an equal product to match existing manufactured sign
1. Toilet Room Signs: As selected from manufacturer’s standard.
2. Symbols of Accessibility: Provide 6-inch- high symbol fabricated from opaque nonreflective vinyl film, 0.0035-inch nominal thickness, with pressure-sensitive adhesive backing suitable for both exterior and interior applications.
3. Material:
a. 1/4 inch thick (thicker than standard) "MP", acrylic sheet, ASTM D 4802, Category A-1 (cell-cast sheet), Type UVA (UV absorbing).
4. Copy: Contracted grade 2 Braille all capital letter on tactile sign. a. Font and Size: As indicated on Drawings.
2.2 ACCESSORIES
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A. Mounting Methods: Use concealed fasteners fabricated from materials that are not corrosive to sign material and mounting surface.
B. Anchors and Inserts: Provide nonferrous-metal or hot-dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion-bolt devices for drilled-in-place anchors. Furnish inserts, as required, to be set into concrete or masonry work.
2.3 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying strippable, temporary protective covering before shipping.
C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved Samples and are assembled or installed to minimize contrast.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work.
B. Verify that items, including anchor inserts, provided under other sections of Work are sized and located to accommodate signs.
C. Examine supporting members to ensure that surfaces are at elevations indicated or required to comply with authorities having jurisdiction and are free from dirt and other deleterious matter.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. General: Replace in kind all existing signs and accessories per material schedule in compliance with manufacturer's written instructions.
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distortion and other defects in appearance.
2. Signs placed on glazed surfaces, backing sign of the same material and color shall be applied on the opposite glazed surface.
B. Wall-Mounted Panel Signs:
1. Exterior and Interior Signs on Rough Substrates:
a. Mechanical Fasteners: Mechanical fasteners placed through predrilled holes.
Attach signs with fasteners and anchors suitable for secure attachment to substrate as recommended in writing by sign manufacturer.
1) Fastener: Stainless steel screws, tamper-resistant flat head countersink. 2) Anchors: Suitable for secure attachment to substrate.
3.3 CLEANING AND PROTECTION
A. After installation, clean soiled sign surfaces according to manufacturer's written instructions.
Protect signs from damage until acceptance by District.
END OF SECTION 101400
SECTION 102800 - TOILET AND BATH ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes:
1. Toilet accessories including, toilet paper dispensers, soap dispensers, hand dryers, etc.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated. Include the following:
1. Construction details and dimensions.
2. Anchoring and mounting requirements, including requirements for cutouts in other work and substrate preparation.
3. Material and finish descriptions.
4. Features that will be included for Project.
5. Manufacturer's warranty.
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accessory required.
1. Identify locations using room designations indicated on Drawings.
C. Maintenance Data: For toilet and bath accessories to include in maintenance manuals.
1.3 QUALITY ASSURANCE
A. Source Limitations: For products listed together in the same articles in Part 2, provide products of same manufacturer unless otherwise approved by Architect.
B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.
1.4 COORDINATION
A. Coordinate accessory locations with other work to prevent interference with clearances required for access by people with disabilities, and for proper installation, adjustment, operation, cleaning, and servicing of accessories.
B. Deliver inserts and anchoring devices set into concrete or masonry as required to prevent delaying the Work.
1.5 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to replace toilet and bath accessories that fails in materials or workmanship within specified warranty period.
1. Warranty Period: 1 year.
B. Installer’s Warranty: 1 year.
PART 2 - PRODUCTS
2.1 MANUFACTURERS - MISC. BATHROOM ACCESSORIES
A. SOAP DISPENSER
1. OPS Soap Dispenser 1015--1G
B. TP DISPENSER
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1. OPS TP Dispenser 1220-01
C. HAND DRYER
1. Fastaire HD-03
D. GRAB BARS
E. Use industry standard product meeting commercial grade standards. Grab bars will be required at all locations per the Std. Building Code.
2.2 MATERIALS
A. Stainless Steel: ASTM A 666, Type 304, 0.0312-inch minimum nominal thickness, unless otherwise indicated.
B. Steel Sheet: ASTM A 1008, Designation CS (cold rolled, commercial steel), 0.0359-inch minimum nominal thickness.
C. Galvanized Steel Sheet: ASTM A 653, with G60 hot-dip zinc coating.
D. Galvanized Steel Mounting Devices: ASTM A 153, hot-dip galvanized after fabrication.
E. Fasteners: Screws, bolts, and other devices of same material as accessory unit and tamper- and- theft resistant where exposed, and of galvanized steel where concealed.
F. Chrome Plating: ASTM B 456, Service Condition Number SC 2 (moderate service).
G. ABS Plastic: Acrylonitrile-butadiene-styrene resin formulation.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Coordinate OFCI items with District.
B. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated.
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method in ASTM F 446.
3.2 ADJUSTING AND CLEANING
A. Adjust accessories for unencumbered, smooth operation. Replace damaged or defective items.
B. Remove temporary labels and protective coatings.
C. Clean and polish exposed surfaces according to manufacturer's written recommendations.
END OF SECTION 102800
DIVISION 22
SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
PART 2 PRODUCTS
1.1 PIPE SLEEVES
A. Vertical Piping:
1. Sleeve Length: 1 inch (25 mm) above finished floor.
2. Provide sealant for watertight joint.
B. Plastic or Sheet Metal: Pipe passing through interior walls, partitions, and floors, unless steel or brass sleeves are specified below.
C. Pipe Passing Through Below Grade Exterior Walls:
1. Zinc coated or cast iron pipe.
2. Provide watertight space with link rubber or modular seal between sleeve and pipe on both pipe ends.
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2. Connect sleeve with floor plate except in mechanical rooms.
1.2 PIPE-SLEEVE SEALS
A. Modular Mechanical Sleeve-Seal:
1. Elastomer-based interlocking links continuously fill annular space between pipe and wall- sleeve, wall or casing opening.
2. Watertight seal between pipe and wall-sleeve, wall or casing opening.
3. Size and select seal component materials in accordance with service requirements.
4. Glass-reinforced plastic pressure end plates.
B. Pipe Sleeve Material:
1. Bearing Walls: Steel, cast iron, or terra-cotta pipe.
2. Masonry Structures: Sheet metal or fiber.
C. Wall Sleeve: PVC material with waterstop collar, and nailer end-caps.
D. Sleeve-Forming Disk: Non-conductive plastic-based material, 3 inch (76.2 mm) thick.
E. Pipeline-Casing Seals:
1. End Seals: 1/8 inch (3.1 mm), pull-on type, rubber or synthetic rubber based.
PART 3 EXECUTION
2.1 INSTALLATION
A. Route piping in orderly manner, plumb and parallel to building structure. Maintain gradient.
B. Install piping to conserve building space, to not interfere with use of space and other work.
C. Install piping and pipe sleeves to allow for expansion and contraction without stressing pipe, joints, or connected equipment.
D. Provide sleeves when penetrating footings, floors, walls, and partitions. Seal pipe including sleeve penetrations to achieve fire resistance equivalent to fire separation required.
E. Manufactured Sleeve-Seal Systems:
1. Install manufactured sleeve-seal systems in sleeves located in grade slabs and exterior concrete walls at piping entrances into building.
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sleeve inner diameter or penetration diameter.
3. Locate piping in center of sleeve or penetration.
4. Install field assembled sleeve-seal system components in annular space between sleeve and piping.
5. Tighten bolting for a water-tight seal.
6. Install in accordance with manufacturer's recommendations.
F. When installing more than one piping system material, ensure system components are compatible and joined to ensure the integrity of the system. Provide necessary joining fittings. Ensure flanges, union, and couplings for servicing are consistently provided.
END OF SECTION 220517
SECTION 223000 - PLUMBING EQUIPMENT
PART 1 GENERAL
1.1 REFERENCE STANDARDS
A. ASHRAE Std 90.1 I-P - Energy Standard for Buildings Except Low-Rise Residential Buildings; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.
1.2 SUBMITTALS
A. Product Data:
1. Provide dimension drawings of water heaters indicating components and connections to other equipment and piping.
2. Provide electrical characteristics and connection requirements.
B. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 016000 - Product Requirements for additional provisions.
1.3 SUMMARY
A. Section Includes:
1. Water Closets and Urinals
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2. Water Closet and Urinal Flush Valves
3. Water Closet Accessories
4. Water Closet and Urinal Carriers
5. Lavatories Sinks and Related Faucet Trims
6. Lavatory Support Systems
7. Under-Sink Waste and Supply Pipe Guards
8. Bottle Filling Station/Drinking Fountain
PART 2 PRODUCTS
2.1 WATER CLOSETS AND URINALS
A. Acorn 1680-W-1-HS Off-floor Siphon Jet toilet.
B. Acorn 1709HEU
2.2 WATER CLOSET AND URINAL FLUSH VALVES
A. Sloan 153 ESS-1.28-TMO-SWB – Including all accessories, plumbing, parts and connections required.
B. Sloan 195 ESS-0.125-TMO-SWB - Including all accessories, plumbing, parts and connections required.
2.3 WATER CLOSET ACCESSORIES
A. As required for manufacturer specified.
2.4 WATER CLOSET AND URINAL CARRIERS
A. As required for manufacturer specified.
2.5 LAVATORIES SINKS AND RELATED FAUCET TRIMS
A. Acorn LR1653-1-03-M-MT including all accessories, plumbing, parts and connections required.
2.6 LAVATORIES SUPPORT SYSTEM
A. As required for manufacturer specified.
2.7 UNDER-SINK WASTE AND SUPPLY GUARD
A. As required for manufacturer specified.
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2.8 UNDER-SINK WASTE AND SUPPLY GUARD
A. As required for manufacturer specified
2.9 BOTTLE FILLING STATION/DRINKING FOUNTAIN
A. Elkay LK4405bf
B. Elkay EDFPVR217C
C. Or match existing component in space of existing product.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install plumbing equipment in accordance with manufacturer's instructions, as required by code, and comply with conditions required for applicable certifications.
B. Coordinate system, equipment, and piping work with applicable electrical, fuel, gas, vent, drain, and waste support interconnections as included or provided by other trades.
END OF SECTION 223000
DIVISION 23
SECTION 237433 – EXHAUST VENTS
PART 1 GENERAL
1.1 RELATED REQUIREMENTS
A. Exhaust vent to match CXT units
B. Or equal
1.2 SUBMITTALS
A. See Section 013000 - Administrative Requirements for submittal procedures.
B. Product Data: Provide data with dimensions, duct and service connections, accessories, controls, electrical nameplate data, and wiring diagrams.
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PART 2 PRODUCTS
2.1 CXT Required unit or equal.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install in accordance with manufacturer's instructions.
END OF SECTION 237433
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DIVISION 26
SECTION 260100 – BASIC ELECTRICAL REQUIREMENTS SUMMARY
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes general administrative and procedural requirements for electrical installations. Administrative and procedural requirements are included in this Section to expand the requirements specified in the General Requirements.
1.2 DEFINITIONS
A. NEC: National Electrical Code.
B. NFPA: National Fire Protection Association.
1.3 SUBMITTALS
A. Submittal Schedule: Include a minimum of 14 days for review, additional time for handling and transmission, and the time required for ordering, manufacturing, fabrication, and delivery when establishing submittal dates. Include additional time required for making corrections or revisions to submittals noted by Engineer and additional 14 days for handling and reviewing submittals required by those corrections.
B. Engineer will provide two (2) reviews of all required submittals. Reviewing submittals subsequent to two (2) submittals marked revise and resubmit will be invoiced at our published hourly rate. Invoices will be sent to the submitting contractor.
C. Submittal review time will not begin until Engineer has received notice the submittals available and complete access to the entire submittal. If the submittal is posted to web-based project software, the Engineer’s designated representative must receive notification and adequate access to download a copy of the submittal in PDF format.
D. Submittal Format: Include the information specified in Section 013300 in each submittal.
Include the following:
1. In the name of the file include the unique submittal number, including revision identifier. Include Specification Section number.
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2. All submittals must be from one Specification Section only.
3. On the title page include the name of the firm or entity that prepared submittal and an indication of full or partial submittal.
4. On the product data pages include the following:
a. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.
b. Equipment or device name, or identification tag noted on plans. c. Identify options selected for each item.
E. Submittals that do not identify the specific product and options being submitted will be returned without review. Illegible submittals will be returned without review.
F. Submittals received after 1:00pm will be considered as received the following working day.
G. Coordination:
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity before submitting.
2. Coordinate transmittal of submittals for related parts of the Work specified in different Sections, so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
3. Coordinate each submittal with space available and other products installed.
H. Shop Drawing Requirements: Prepare Project-specific information, drawn accurately to scale.
Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Shop drawings may not contain the firm name, logo, seal, or signature of the Design Professional.
I. Contractor's Review of Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Design Professional. Design Professional will not review submittals received from Contractor that do not have Contractor's review and approval.
1.4 QUALITY ASSURANCE
A. Manufacturer’s listed in the equipment schedules are intended to establish quality only and does not limit equal products by other manufacturers. Electrical designs are based on the requirements for the specified manufacturers listed on the equipment schedules. Conduit, disconnects, motor starters, breakers, fuses, and wire sizes are selected on basis of scheduled equipment. Increased current requirements necessitating larger wire, breakers, switches, etc., to accommodate any alternate or substitute manufacturer's equipment, other than as shown on drawings shall be provided without any increase in contract price by Contractor furnishing the equipment.
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1.5 DELIVERY, STORAGE AND HANDLING
A. Deliver products to the project properly identified with names, model numbers, types, grades, compliance labels, and other information needed for identification.
PART 2 - PRODUCTS
2.1 SPECIAL TOOLS
A. Provide four (4) new and unused tools for each special security fastener type used on the project. Deliver these tools to the Owner’s representative.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
B. Verify final locations for rough ins with field measurements and with the requirements of the actual equipment to be connected.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 ELECTRICAL INSTALLATIONS
A. General: Sequence, coordinate, and integrate the various elements of electrical systems, materials, and equipment. Comply with the following requirements:
1. Coordinate electrical systems, equipment, and materials installation with other building components.
2. Verify all dimensions by field measurements.
3. Arrange for chases, slots, and openings in other building components during progress of construction, to allow for electrical installations.
4. Coordinate the installation of required supporting devices and sleeves to be set in poured in-place concrete and other structural components, as they are constructed.
B. All work shall conform to the requirements of all applicable codes, ordinances and regulations including the current rules and regulations of the NEC, the NFPA, O.S.H.A. and all state and local laws, codes, and ordinances. All electrical installation work, including equipment and raceways, 12/09/2025
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shall be supported and/or anchored in accordance with the International Building Code Seismic Requirements for this area.
C. Sequence, coordinate, and integrate installations of electrical materials and equipment for efficient flow of the Work. Give particular attention to large equipment requiring positioning prior to closing in the building.
D. Where mounting heights are not detailed or dimensioned, install systems, materials, and equipment to provide the maximum headroom possible.
E. Coordinate connection of electrical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. Provide required connection for each service.
F. Install systems, materials, and equipment to conform with approved submittal data, including coordination drawings, to greatest extent possible. Conform to arrangements indicated by the Contract Documents, recognizing that portions of the Work are shown only in diagrammatic form. Where coordination requirements conflict with individual system requirements, refer conflict to the Design Professional.
G. Install systems, materials, and equipment level and plumb, parallel, and perpendicular to other building systems and components, where installed exposed in finished spaces.
H. Install electrical equipment to facilitate servicing, maintenance, and repair or replacement of equipment components. As much as practical, connect equipment for ease of disconnecting, with minimum of interference with other installations.
I. Install access panel or doors where units are concealed behind finished surfaces.
J. Install systems, materials, and equipment giving right-of-way priority to systems required to be installed at a specified slope.
3.3 RENOVATION WORK IN EXISTING BUILDINGS
A. Where routing new ductwork and piping through existing spaces requires the relocation of existing electrical circuitry or control circuitry, or communications, conduit and wiring, then it shall be the responsibility of the Contractor to have the circuitry, conduit and wiring re-routed and to complete the circuitry as required and as approved by the Owner.
B. Coordinate with Owner for power shut down prior to performing work.
1. Complete temporary re-routing before shutdown and re-termination of circuity to minimize down time
2. Complete permanent re-routing to the equipment or devices and coordinate with Owner prior to switchover to permanent circuitry.
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C. Costs for this work is the responsibility of the Contractor and no additions will be allowed to the Contract price.
3.4 CUTTING AND PATCHING
A. Contractor to provide cutting of construction which is required for the installation work.
Coordinate with the Owner before any cutting and obtain approval from the Owner prior to any cutting.
1. Where openings for electrical work are provided under other sections of the specifications, this Contractor is responsible for locating and providing the proper dimensions for such openings.
B. Take extreme care when cutting and perform in a manner that the strength of the structure will not be endangered. Utilize concrete saw or rotary core drill to create openings in concrete or masonry construction. Openings in any construction to be cut the minimum size required for the installation of the work.
1. Provide adequate protection to prevent damage to adjacent areas and to prevent dust from spreading to adjacent areas.
2. The use of jack hammers is permitted.
C. Where openings or holes are cut in existing construction and the cutting breaks existing electrical circuitry or control circuitry, or communications, conduit and wiring, the Contractor is to re-route the conduit and wiring to repair the damage and reconnect the circuitry. Temporary completion to be provided before the permanent re-routing and completion work is finished.
Costs for this work is the responsibility of the Contractor and no additions will be allowed to the Contract price.
D. Provide dust and moisture protection first before any cutting, patching or finishing work is started to protect adjacent construction and equipment, and to prevent dust spreading from the immediate area where work is being performed.
E. After work is installed through openings in walls, partitions, ceilings, or floors, patch the opening around the work to match the existing construction, and provide watertight seals for the openings around conduits and around equipment. Provide fireproof and smoke tight seals through floors, walls, partitions, and ceilings.
F. Do not cut structural members without the approval of a Structural Engineer. A Structural Engineer is to provide direction before cutting is performed.
END OF SECTION 260100
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SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Copper building wire rated 600 V or less.
2. Metal-clad cable, Type MC, rated 600 V or less.
3. Connectors, splices, and terminations rated 600 V and less.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Product Schedule: Indicate type, use, location, and termination locations.
1.3 INFORMATIONAL SUBMITTALS
A. Field quality-control reports.
PART 2 - PRODUCTS
2.1 COPPER BUILDING WIRE
A. Description: Flexible, insulated and uninsulated, drawn copper current-carrying conductor with an overall insulation layer or jacket, or both, rated 600 V or less.
B. Manufactures
1. Southwire
2. Cerrowire
3. Encore Wire
4. Okonite Company (The).
C. Standards:
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.
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2. RoHS compliant.
3. Conductor and Cable Marking: Comply with wire and cable marking according to UL's "Wire and Cable Marking and Application Guide."
D. Conductors: Copper, complying with ASTM B3 for bare annealed copper and with ASTM B8 for stranded conductors.
E. Conductor Insulation:
1. Type NM: Comply with UL 83 and UL 719.
2. Type USE-2 and Type SE: Comply with UL 854.
3. Type THHN and Type THWN-2] Comply with UL 83.
4. Type XHHW-2: Comply with UL 44.
2.3 METAL-CLAD CABLE, TYPE MC
A. Description: A factory assembly of one or more current-carrying insulated conductors in an overall metallic sheath.
B. Manufactures
1. AFC - Atkore
2. Southwire
3. Encore Wire
4. McMaster-Carr
5. Okonite Company (The).
C. Standards:
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.
2. Comply with UL 1569.
3. RoHS compliant.
4. Conductor and Cable Marking: Comply with wire and cable marking according to UL's "Wire and Cable Marking and Application Guide."
D. Circuits:
1. Single circuit, and multi-circuit with color-coded conductors where noted on plans.
E. Conductors: Copper, complying with ASTM B3 for bare annealed copper and with ASTM B8 for stranded conductors
F. Ground Conductor: Insulated.
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G. Conductor Insulation:
1. Type TFN/THHN/THWN-2: Comply with UL 83.
2. Type XHHW-2: Comply with UL 44.
H. Armor: Steel, interlocked.
I. Liquid Tight Metal Clad.
1. Jacket: PVC applied over armor.
2.5 CONNECTORS AND SPLICES
A. Description: Factory-fabricated connectors, splices, and lugs of size, ampacity rating, material, type, and class for application and service indicated; listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.
B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
1. 3M Electrical Products.
2. ABB, Electrification Products Division.
3. Hubbell Incorporated, Power Systems.
4. Ideal Industries, Inc.
5. Service Wire Co.
C. Jacketed Cable Connectors: For steel and aluminum jacketed cables, zinc die-cast with set screws, designed to connect conductors specified in this Section.
D. Lugs: One piece, seamless, designed to terminate conductors specified in this Section.
1. Material: Copper.
2. Type: Two hole with standard barrels.
3. Termination: Compression.
PART 3 - EXECUTION
3.1 CONDUCTOR MATERIAL APPLICATIONS
A. Feeders:
1. Copper; solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger. 12/09/2025
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B. Branch Circuits:
1. Copper, Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger.
3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING
METHODS
A. Service Entrance: Type XHHW-2, single conductors in raceway or Type USE, single conductor in raceway.
B. Feeders (Exterior, Wet, or Damp Locations): Type XHHW-2, single conductors in raceway, PVC Jacketed Metal-clad cable, Type LFMC for less than 8ft or for seismic movement.
C. Feeders (Concealed in Ceilings, Walls, Partitions, and Crawlspaces): Type THHN/THWN-2, single conductors in raceway, Metal-clad cable, Type MC for less than 8ft or for seismic movement.
D. Coordinate "Feeders Concealed in Concrete, below Slabs-on-Grade, and Underground" Paragraph below with Section 260543 "Underground Ducts and Raceways for Electrical Systems."
E. Feeders Concealed in Concrete, below Slabs-on-Grade, and Underground: Type XHHW-2, single conductors in raceway, Underground feeder cable, Type UF.
F. Feeders in Exterior Cable Tray: Type XHHW-2, single conductors larger than No. 1/0 AWG PVC Jacketed Metal-clad cable, Type LFMC.
G. Feeders in Interior Cable Tray: Type THHN/THWN-2, single conductors in raceway, Metal- clad cable, Type MC.
H. Interior Exposed Branch Circuits, Including in Crawlspaces: Type THHN/THWN-2, single conductors in raceway.
1. Metal-clad cable, Type MC may be used for the following:
a. Crossing seismic or expansion joints
b. Terminating on equipment subject to vibration (maximum of 6’in length)
I. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN/THWN-2, single conductors in raceway, Type XHHW-2, single conductors in raceway.
1. Metal-clad cable, Type MC may be used for the following:
a. Crossing seismic or expansion joints
b. Above ceiling spaces in offices for lighting systems between fixtures and control devices;
c. In stud walls for receptacles only. Terminate in a junction box above the ceiling space within a maximum cable length of six (6) feet from top of the stud wall for transition to conduit.
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J. Branch Circuits Concealed in Concrete, below Slabs-on-Grade, and Underground: Type THWN- 2, single conductors in raceway, Type XHHW-2, single conductors in raceway Underground branch-circuit cable, Type UF.
K. Exterior, Wet or Damp location Branch Circuits: Type THHN/THWN-2, single conductors in raceway, Type XHHW-2, single conductors in raceway.
1. PVC Jacketed Metal-clad cable, Type LFMC may be used for the following:
a. Crossing seismic joints or building separations
b. Terminating on equipment subject to vibration (maximum of 6’in length)
3.3 INSTALLATION OF CONDUCTORS AND CABLES
A. Conceal cables in finished walls, ceilings, and floors unless otherwise indicated.
B. Complete raceway installation between conductor and cable termination points according to Section 260533 "Raceways and Boxes for Electrical Systems" prior to pulling conductors and cables.
C. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values.
D. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway.
E. Install exposed cables parallel and perpendicular to surfaces of exposed structural members and follow surface contours where possible.
F. Support cables according to Section 260529 "Hangers and Supports for Electrical Systems."
3.5 CONNECTIONS
A. Tighten electrical connectors and terminals according to manufacturer's published torque- tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A-486B.
B. Make splices, terminations, and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors.
C. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches (150 mm) of slack.
3.6 IDENTIFICATION
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A. Identify and color-code conductors and cables according to Section 260553 "Identification for Electrical Systems."
B. Identify each spare conductor at each end with identity number and location of other end of conductor and identify as spare conductor.
3.7 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL PENETRATIONS A. Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies. Comply with requirements in Section 260544 "Sleeves and Sleeve Seals for Electrical Raceways and Cabling."
3.8 FIRESTOPPING
A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly according to Section 078413 "Penetration Firestopping."
END OF SECTION 260519
SECTION 260923 - LIGHTING CONTROL DEVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Time switches.
2. Photoelectric switches.
3. Standalone daylight-harvesting switching and dimming controls.
4. Indoor occupancy and vacancy sensors.
5. Switchbox-mounted occupancy and vacancy sensors
6. Digital timer light switches.
7. High-bay occupancy and vacancy sensors.
8. Outdoor motion sensors.
9. Lighting contactors.
B. Related Requirements:
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occupancy sensors, and manual light switches.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings:
1. Show installation details for the following:
a. Occupancy sensors.
b. Vacancy sensors.
2. Interconnection diagrams showing field-installed wiring.
3. Include diagrams for power, signal, and control wiring.
1.4 CLOSEOUT SUBMITTALS
A. Operation and maintenance data.
B. Software and firmware operational documentation.
1.5 WARRANTY
A. Manufacturer's Warranty: Manufacturer and Installer agree to repair or replace lighting control devices that fail(s) in materials or workmanship within specified warranty period.
1. Warranty Period: Two year(s) from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 TIME SWITCHES
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Intermatic.
2. Tork.
3. Hubbell.
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with UL 917.
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
2. Contact Configuration: SPST, DPST, or as noted on plans.
3. Contact Rating: 30-A inductive or resistive, 240-V ac, 20-A ballast load, 120-/240-V ac, or 15-A resistive, 277V
5. Programs: Two on-off set points on a 24-hour schedule, allowing different set points for each day of the week and an annual holiday schedule that overrides the weekly operation on holidays.
14. Automatic daylight savings time changeover.
15. Battery Backup: Not less than seven days reserve, to maintain schedules and time clock.
C. Electromechanical-Dial Time Switches: Comply with UL 917.
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
1. Contact Configuration: SPST, DPST, or as noted on plans.
2. Contact Rating: 30-A inductive or resistive, 240-V ac, 20-A ballast load, 120-/240-V ac, or 15-A resistive, 277V
3. Circuitry: Allows connection of a photoelectric relay as a substitute for the on-off function of a program.
4. Astronomic time dial.
5. Eight-Day Program: Uniquely programmable for each weekday and holidays.
6. Skip-a-day mode.
7. Wound-spring reserve carryover mechanism to keep time during power failures, minimum of 16 hours.
2.2 OUTDOOR PHOTOELECTRIC SWITCHES
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Intermatic.
2. Tork.
3. Hubbell.
4. Same manufacturer as outdoor lighting fixtures.
C. Description: Solid state; one set of NO dry contacts rated for 24 V dc at 1 A or 24 V ac at 1 A, to operate connected load, complying with UL 773, and compatible with either luminaire, power pack, or lighting control panelboard.
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
2. Light-Level Monitoring Range: 1.5 to 10 fc, with an adjustment for turn-on and turn-off levels within that range.
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4. Mounting: 1/2-inch threaded male conduit.
5. Failure Mode: Luminaire stays ON.
2.5 DIGITAL TIMER LIGHT SWITCH
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Wattstopper; Legrand.
2. Greengate; Cooper Lighting.
3. Leviton.
4. Intermatic.
5. Tork.
6. Hubbell.
B. Description: Combination digital timer and conventional switch lighting control unit. Switchbox- mounted, backlit LCD display, with selectable time interval in 10 minute increments.
1. Rated 960 W at 120-V ac for tungsten lighting, 10 A at 120-V ac or 10 amps at 277-V ac for ballast or LED, and 1/4 horsepower at 120-V ac.
2. Integral relay for connection to BAS.
3. Voltage: Dual voltage - 120 and 277 V.
4. Color: .
5. Faceplate: Color matched to switch.
2.7 LIGHTING CONTACTORS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Square D; Siemens
2. Rockwell Automation
B. Description: Electrically operated and mechanically or electrically held per plans, combination- type lighting contactors with fusible switch, complying with NEMA ICS 2 and UL 508.
1. Current Rating for Switching: Listing or rating consistent with type of load served, including tungsten filament, inductive, and high-inrush ballast (ballast with 15 percent or less THD of normal load current).
2. Fault Current Withstand Rating: Equal to or exceeding the available fault current at the point of installation.
3. Enclosure: Comply with NEMA 250.
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2.8 CONDUCTORS AND CABLES
A. Power Wiring to Supply Side of Remote-Control Power Sources: Not smaller than No. 12 AWG.
Comply with requirements in Section 260519 "Low-Voltage Electrical Power Conductors and Cables."
B. Classes 2 and 3 Control Cable: Multiconductor cable with stranded-copper conductors not smaller than No. 22 AWG.
C. Class 1 Control Cable: Multiconductor cable with stranded-copper conductors not smaller than No. 16 AWG.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with NECA 1.
B. Examine lighting control devices before installation. Reject lighting control devices that are wet, moisture damaged, or mold damaged.
C. Coordinate layout and installation of ceiling- mounted devices with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, smoke detectors, fire-suppression systems, and partition assemblies.
D. Install and aim sensors in locations to achieve not less than 90-percent coverage of areas indicated. Do not exceed coverage limits specified in manufacturer's written instructions.
3.2 WIRING INSTALLATION
A. Wiring Method: Comply with Section 260519 "Low-Voltage Electrical Power Conductors and Cables." Minimum conduit size is 1/2 inch.
B. Wiring within Enclosures: Separate power-limited and nonpower-limited conductors in accordance with conductor manufacturer's written instructions.
C. Size conductors in accordance with lighting control device manufacturer's written instructions unless otherwise indicated.
D. Splices, Taps, and Terminations: Make connections only on numbered terminal strips in junction, pull, and outlet boxes; terminal cabinets; and equipment enclosures.
3.3 IDENTIFICATION
A. Identify components and power and control wiring in accordance with Section 260553 "Identification for Electrical Systems."
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B. Label time switches and contactors with a unique designation.
3.4 FIELD QUALITY CONTROL
A. Perform the following tests and inspections:
1. Operational Test: After installing time switches and sensors, and after electrical circuitry has been energized, start units to confirm proper unit operation.
2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.
B. Lighting control devices will be considered defective if they do not pass tests and inspections.
C. Prepare test and inspection reports.
3.5 ADJUSTING
A. Occupancy Adjustments: When requested within 12 months from date of Substantial Completion, provide on-site assistance in adjusting lighting control devices to suit actual occupied conditions. Provide up to two visits to Project during other-than-normal occupancy hours for this purpose.
1. For occupancy and motion sensors, verify operation at outer limits of detector range.
Set time delay to suit Owner's operations.
2. For daylighting controls, adjust set points and deadband controls to suit Owner's operations.
3. Align high-bay occupancy sensors using manufacturer's laser aiming tool.
3.6 SOFTWARE SERVICE AGREEMENT
B. Upgrade Service: At Substantial Completion, update software to latest version. Upgrading software shall include operating system and new or revised licenses for using software.
3.7 DEMONSTRATION
A. Train Owner's maintenance personnel to adjust, operate, and maintain lighting control devices.
END OF SECTION 260923
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SECTION 262726 - WIRING DEVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Standard-grade receptacles, 125 V.
2. USB receptacles.
3. GFCI receptacles, 125 V, 20 A.
4. Toggle switches, 120/277 V.
5. Decorator-style devices.
6. Residential devices
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: List of legends and description of materials and process used for premarking wall plates.
C. Samples: One for each type of device and wall plate specified, in each color specified.
1.3 INFORMATIONAL SUBMITTALS
A. Field quality-control reports.
PART 2 - PRODUCTS
2.1 GENERAL WIRING-DEVICE REQUIREMENTS
A. Wiring Devices, Components, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.
B. Comply with NFPA 70.
C. RoHS compliant.
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D. Comply with NEMA WD 1.
E. Device Color:
1. Wiring Devices Connected to Normal Power System: White or as selected by Architect unless otherwise indicated or required by NFPA 70 or device listing.
2. Wiring Devices Connected to Essential Electrical System: Red.
3. SPD Devices: Blue.
4. Isolated-Ground Receptacles: As specified above, with orange triangle on face.
F. Wall Plate Color: For plastic covers, match device color.
G. Source Limitations: Obtain each type of wiring device and associated wall plate from single source from single manufacturer.
H. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Arrow Hart, Wiring Devices; Eaton, Electrical Sector.
2. Leviton Manufacturing Co., Inc.
3. Pass & Seymour; Legrand North America, LLC.
4. Wiring Device-Kellems; Hubbell Incorporated, Commercial and Industrial.
2.2 STANDARD-GRADE RECEPTACLES, 125 V, 15A and 20 A
A. Duplex Receptacles, 125 V, 15A and 20 A:
1. Description: Two pole, three wire, and self-grounding.
2. Configuration: NEMA WD 6, Configuration 5-20R.
3. Standards: Comply with UL 498 and FS W-C-596.
B. Tamper-Resistant Duplex Receptacles, 125 V, 15A and 20 A:
1. Description: Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle.
2. Configuration: NEMA WD 6, Configuration 5-20R.
3. Standards: Comply with UL 498 and FS W-C-596.
4. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles" Article.
C. Weather-Resistant Duplex Receptacle, 125 V, 15A and 20 A:
1. Description: Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle. Square face.
2. Configuration: NEMA WD 6, Configuration 5-20R.
3. Standards: Comply with UL 498.
4. Marking: Listed and labeled as complying with NFPA 70, "Receptacles in Damp or Wet Locations" Article.
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D. Tamper- and Weather-Resistant Duplex Receptacles, 125 V, 15A and 20 A:
1. Description: Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle. Square face.
2. Configuration: NEMA WD 6, Configuration 5-20R.
3. Standards: Comply with UL 498.
4. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles" and "Receptacles in Damp or Wet Locations" articles.
2.4 USB RECEPTACLES
A. USB Charging Receptacles:
1. Description: Single-piece, rivetless, nickel-plated, all-brass grounding system. Nickel- plated, brass mounting strap.
2. USB Receptacles: Dual , USB Type A, 5 V dc, and 2.1 A per receptacle (minimum).
3. Standards: Comply with UL 1310 and USB 3.0 devices.
B. Tamper-Resistant Duplex and USB Charging Receptacles:
1. Description: Single-piece, rivetless, nickel-plated, all-brass grounding system. Nickel- plated, brass mounting strap. Integral shutters that operate only when a plug is inserted in the line voltage receptacle.
2. Line Voltage Receptacles: Two pole, three wire, and self-grounding; NEMA WD 6, Configuration 5-20R.
3. USB Receptacles: Dual USB Type A, 5 V dc, and 2.1 A per receptacle (minimum).
4. Standards: Comply with UL 498, UL 1310, USB 3.0 devices, and FS W-C-596.
5. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles" Article.
2.5 GFCI RECEPTACLES, 125 V, 20 A
A. Duplex GFCI Receptacles, 125 V, 20 A:
1. Description: Integral GFCI with "Test" and "Reset" buttons and LED indicator light. Two pole, three wire, and self-grounding.
2. Configuration: NEMA WD 6, Configuration 5-20R.
3. Type: Feed.
4. Standards: Comply with UL 498, UL 943 Class A, and FS W-C-596.
B. Tamper-Resistant Duplex GFCI Receptacles, 125 V, 20 A:
1. Description: Integral GFCI with "Test" and "Reset" buttons and LED indicator light. Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle.
2. Configuration: NEMA WD 6, Configuration 5-20R.
3. Type: Feed.
4. Standards: Comply with UL 498, UL 943 Class A, and FS W-C-596.
5. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles" Article.
C. Tamper- and Weather-Resistant, GFCI Duplex Receptacles, 125 V, 20 A:
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1. Description: Integral GFCI with "Test" and "Reset" buttons and LED indicator light. Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle. Square face.
2. Configuration: NEMA WD 6, Configuration 5-15R.
3. Type: Feed through.
4. Standards: Comply with UL 498 and UL 943 Class A.
5. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles" and "Receptacles in Damp or Wet Locations" articles.
2.6 TOGGLE SWITCHES, 120/277 V, 15 A AND 20A
A. Single-Pole Switches, 120/277 V, 15 A AND 20A:
1. Standards: Comply with UL 20 and FS W-S-896.
B. Two-Pole Switches, 120/277 V, 15 A AND 20A:
1. Comply with UL 20 and FS W-S-896.
2. Description: Contact surfaces treated with a coating that kills 99.9 percent of certain common bacteria within two hours when regularly and properly cleaned.
3. Standards: Comply with UL 20 and FS W-S-896.
C. Three-Way Switches, 120/277 V, 15 A AND 20A:
1. Comply with UL 20 and FS W-S-896.
2.7 DECORATOR-STYLE DEVICES, 15 A AND 20 A
A. Decorator Duplex Receptacles, 125 V, 15 A AND 20A:
1. Description: Two pole, three wire, and self-grounding. Square face.
2. Configuration: NEMA WD 6, Configuration 5-15R.
3. Standards: Comply with UL 498.
B. Decorator, Tamper-Resistant, Duplex Receptacles, 125 V, 15 A AND 20A,:
1. Description: Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle. Square face.
2. Configuration: NEMA WD 6, Configuration 5-15R.
3. Standards: Comply with UL 498.
4. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles" Article.
C. Decorator, Tamper- and Weather-Resistant, Duplex Receptacles, 125 V, 15 A AND 20A:
1. Description: Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle. Square face.
2. Configuration: NEMA WD 6, Configuration 5-15R.
3. Standards: Comply with UL 498.
4. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles" and "Receptacles in Damp or Wet Locations" articles.
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D. Decorator Single-Pole Switches, 120/277 V, 15 A AND 20A:
1. Comply with UL 20.
2.12 WALL PLATES
A. Single Source: Obtain wall plates from same manufacturer of wiring devices.
B. Single and combination types shall match corresponding wiring devices.
1. Plate-Securing Screws: Metal with head color to match plate finish.
2. Material for Finished Spaces: Smooth, high-impact thermoplastic.
3. Material for Unfinished Spaces: Smooth, high-impact thermoplastic.
4. Material for Damp Locations: Cast aluminum with spring-loaded lift cover, and listed and labeled for use in wet and damp locations.
C. Wet-Location, Weatherproof Cover Plates: NEMA 250, complying with Type 3R, weather- resistant, die-cast aluminum with lockable cover.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with NECA 1, including mounting heights listed in that standard, unless otherwise indicated.
B. Coordination with Other Trades:
1. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contaminate the raceway system, conductors, and cables.
2. Install device boxes in brick or block walls so that the cover plate does not cross a joint unless the joint is troweled flush with the face of the wall.
3. Install wiring devices after all wall preparation, including painting, is complete.
C. Device Installation:
1. Connect devices to branch circuits using pigtails that are not less than 6 inches in length.
2. When mounting into metal boxes, remove the fiber or plastic washers used to hold device-mounting screws in yokes, allowing metal-to-metal contact.
D. Receptacle Orientation:
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1. Install ground pin of vertically mounted receptacles up, and on horizontally mounted receptacles to the right.
2. Install hospital-grade receptacles in patient-care areas with the ground pin or neutral blade at the top.
E. Device Plates: Do not use oversized or extra-deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening.
3.2 FIELD QUALITY CONTROL
A. Perform the following tests and inspections:
1. In healthcare facilities, prepare reports that comply with NFPA 99.
2. Test Instruments: Use instruments that comply with UL 1436.
3. Test Instrument for Receptacles: Digital wiring analyzer with digital readout or illuminated digital-display indicators of measurement.
B. Tests for Receptacles:
1. Line Voltage: Acceptable range is 105 to 132 V.
2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is unacceptable.
3. Ground Impedance: Values of up to 2 ohms are acceptable.
4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943.
5. Using the test plug, verify that the device and its outlet box are securely mounted.
C. Test straight-blade hospital-grade outlets for the retention force of the grounding blade according to NFPA 99. Retention force shall be not less than 4 oz.
D. Wiring device will be considered defective if it does not pass tests and inspections.
E. Prepare test and inspection reports.
END OF SECTION 262726
SECTION 265119 - LED INTERIOR LIGHTING
PART 1 - GENERAL
1.1 SUMMARY
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A. Section includes the interior LED luminaires listed below.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Manufacturers' Certified Data: Photometric data certified by manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products.
1.3 INFORMATIONAL SUBMITTALS
B. Seismic Qualification Data: For luminaires, accessories, and components, from manufacturer.
C. Product Certificates: For each type of luminaire.
D. Product test reports.
E. Sample warranty.
1.4 CLOSEOUT SUBMITTALS
A. Operation and maintenance data.
1.5 QUALITY ASSURANCE
A. Luminaire Photometric Data Testing Laboratory Qualifications: Luminaire manufacturer's laboratory that is accredited under the NVLAP for Energy Efficient Lighting Products.
C. Provide luminaires from a single manufacturer for each luminaire type.
D. Each luminaire type shall be binned within a three-step MacAdam Ellipse to ensure color consistency among luminaires.
1.6 WARRANTY
A. Warranty: Manufacturer and Installer agree to repair or replace components of luminaires that fail in materials or workmanship within specified warranty period. 12/09/2025
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B. Warranty Period: Five year(s) from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 LUMINAIRE REQUIREMENTS
A. INTERIOR LIGHTING
1. VALRIYA VT SERIES Vapor Tight 48” Commercial Series LEDLighting
2. Or Equal
B. EXTERIOR LIGHTING – DARK BRONZE
1. VALRIYA WPB SERIES Architectural Wall Pack
2. VALRIYA WPB SERIES Wall Pack
3. Or equal
C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
D. Standards:
1. ENERGY STAR certified.
2. RoHS compliant.
3. UL Listing: Listed for location to be installed.
2.2 METAL FINISHES
A. Die-cast aluminum alloy with dark bronze finish
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with NECA 1.
B. Install luminaires level, plumb, and square with ceilings and walls unless otherwise indicated.
C. Install lamps in each luminaire.
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D. Supports:
1. Sized and rated for luminaire weight.
2. Able to maintain luminaire position after cleaning and relamping.
3. Provide support for luminaire without causing deflection of ceiling or wall.
4. Luminaire-mounting devices shall be capable of supporting a horizontal force of 100 percent of luminaire weight and a vertical force of 400 percent of luminaire weight.
E. Comply with requirements in Section 260519 "Low-Voltage Electrical Power Conductors and Cables" for wiring connections.
3.2 IDENTIFICATION
A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems."
3.3 FIELD QUALITY CONTROL
A. Perform the following tests and inspections:
1. Operational Test: After installing luminaires, switches, and accessories, and after electrical circuitry has been energized, test units to confirm proper operation.
2. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation.
Verify transfer from normal power to battery power and retransfer to normal.
B. Luminaire will be considered defective if it does not pass operation tests and inspections.
C. Prepare test and inspection reports.
END OF SECTION 265119
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Appendix A:
Site Maps
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APPENDIX A
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APPENDIX A
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234
Appendix B:
Site Materials Product Information and
Quantity Sheet
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APPENDIX B
RESTROOM FACILITIES AT SELECTED PARKS: Acorn 1680-W-1 Acorn 1709HEU-W-1-.125 Acorn LR1653-1-03-M Location # of Restrooms at Park # Toilets # Urinals # Sinks 1 JP Rec Exterior 1 mens/1 womens 3 1 2
2 BT Cul De Sac 1 mens/1 womens 3 1 2
3 BT Pavilion 1 mens/1 womens 3 1 2
4 BT Bocce 2 Unisex 2 0 2
5 Skate Park 2 Unisex 2 0 2
6 Shadowridge Park 1 mens/1 womens 3 2 2
7 Breeze Hill 1 mens/1 womens 3 2 2
8 Thibodo Park 1 mens/1 womens 3 1 2
9 Buena Vista Park (Duck Pond) 1 mens/1 womens 2 0 2
10 Vista Sports Park 1 mens/1 womens/1 unisex 7 2 5
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APPENDIX B
RESTROOM FACILITIES AT SELECTED PARKS:
Location # of Restrooms at Park
1 JP Rec Exterior 1 mens/1 womens
2 BT Cul De Sac 1 mens/1 womens
3 BT Pavilion 1 mens/1 womens
4 BT Bocce 2 Unisex
5 Skate Park 2 Unisex
6 Shadowridge Park 1 mens/1 womens
7 Breeze Hill 1 mens/1 womens
8 Thibodo Park 1 mens/1 womens
9 Buena Vista Park (Duck Pond) 1 mens/1 womens
10 Vista Sports Park 1 mens/1 womens/1 unisex
Sloan 195 ESS-0.125-TMO-SWB-LT Sloan 8152-1.28-TMO-SWB In-House Urinal Flush Valve Toilet Flush Valve Metal Screen Door 1 3 2
1 3 0
1 3 0
0 2 0
0 2 0
2 3 0
2 3 2
1 3 2
0 2 0
2 7 0
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APPENDIX B
RESTROOM FACILITIES AT SELECTED PARKS:
Location # of Restrooms at Park
1 JP Rec Exterior 1 mens/1 womens
2 BT Cul De Sac 1 mens/1 womens
3 BT Pavilion 1 mens/1 womens
4 BT Bocce 2 Unisex
5 Skate Park 2 Unisex
6 Shadowridge Park 1 mens/1 womens
7 Breeze Hill 1 mens/1 womens
8 Thibodo Park 1 mens/1 womens
9 Buena Vista Park (Duck Pond) 1 mens/1 womens
10 Vista Sports Park 1 mens/1 womens/1 unisex
McMaster VandalStop VandalStop Xleratoreco
Metal Door Soap Toilet Paper Holder Blower for Hands Hand Rails Fans 0 2 3 2 6 0
2 2 3 2 6 2
2 2 3 2 6 2
2 2 2 2 4 2
2 2 2 2 4 2
2 2 3 2 6 0
0 2 3 2 6 0
0 2 3 2 6 0
2 2 2 2 4 2
3 5 7 3 14 2
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APPENDIX B
RESTROOM FACILITIES AT SELECTED PARKS:
Location # of Restrooms at Park
1 JP Rec Exterior 1 mens/1 womens
2 BT Cul De Sac 1 mens/1 womens
3 BT Pavilion 1 mens/1 womens
4 BT Bocce 2 Unisex
5 Skate Park 2 Unisex
6 Shadowridge Park 1 mens/1 womens
7 Breeze Hill 1 mens/1 womens
8 Thibodo Park 1 mens/1 womens
9 Buena Vista Park (Duck Pond) 1 mens/1 womens
10 Vista Sports Park 1 mens/1 womens/1 unisex
Lithonia LED 4'
Light Fixtures Partitions Approx. Sq. Footage
4 6 500
2 0 200
4 6 650
2 0 200
2 0 200
4 6 260
4 4 450
4 6 200
2 0 200
8 12 500
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22 BID PROPOSAL
From: ______________________________________________________________, Bidder,
For: The construction of
RENOVATIONS OF PUBLIC RESTROOMS AT BRENGLE TERRACE PARK
as specifically set forth in documents entitled
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
The undersigned hereby proposes and agrees that if his bid as submitted in the attached BID SCHEDULE be accepted, he will contract in the form so approved to perform all work for which a Contract may be awarded him, to furnish any and all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore as provided in the Contract Documents, and to do everything required therein for the proposed Project as specifically set forth in said Contract Documents, together with appurtenances thereto, all as set forth on the Drawings and in the Project Specifications and other Contract Documents; and he further proposes and agrees to complete all the Work called for by the Drawings, Project Specifications, and other Contract Documents in strict conformity therewith within the time limits set forth therein; and that he will accept as full payment therefore the prices set forth in the BID SCHEDULE forming a part hereof.
The undersigned hereby submits either a Bid Bond or Bid Security in the form of Cash, a Cashier’s Check, or a Certified Check, using the forms included in these Bid Documents, properly made payable to CITY OF VISTA, hereinafter designated as the Agency, in an amount that is at least ten percent (10%) of the total base bid amount. The Bid Bond or Bid Security is attached hereto and is given as a guaranty that the undersigned will execute the Contract and furnish the required bonds if awarded the Contract and, in case of failure to do so within the time provided, the proceeds of said bond or bid security shall be forfeited to the Agency. The Surety’s liability to the Agency for forfeiture of the face amount of the bond shall be considered as established.
Deeb Construction inc.
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23 It is understood and agreed that:
1. The undersigned has carefully examined all Bid documents and other Documents which will form the Contract, including all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents.
2. The undersigned has, by investigating the site of work, by reviewing and analyzing the Plans and Specifications, and by otherwise familiarizing himself with the Project, has satisfied himself as to the nature and location of the Work and has fully informed himself as to all conditions and matters which can in any way affect the Work or the cost thereof.
3. The undersigned fully understands the scope of the Work and has included in the various related items of Work the cost of all work not listed as a separate item so that the Bid for the Project reflects the total cost for completing the Work in its entirety, has checked carefully all words and figures inserted in this Bid, and he further agrees that the Agency shall in no way be responsible for any errors or omissions in the preparation of this proposal.
4. The undersigned will execute the Contract and furnish the required Performance Bond, Payment Bond, and proof of insurance coverage within the stipulated time after the posting of a notice to him of acceptance of his bid by the Agency; and further, that this bid may not be withdrawn for a period of ninety (90) calendar days after the date set for the opening thereof unless otherwise required by law. If any bidder shall withdraw his bid within said period, the bidder shall be liable under the provisions of the Bid Security, or the bidder and his surety shall be liable under the Bid Bond, as the case may be.
5. The surety or sureties and insurance companies named in the space provided have agreed to furnish bonds, insurance, and endorsements in the form and amounts set forth in the Contract Documents in the event the Contract is awarded on the basis of this proposal.
6. The undersigned hereby certifies that this proposal is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any other person, firm or corporation to refrain from bidding, and the undersigned has not in any manner sought by collusion to secure for himself an advantage over any other bidder.
7. In conformance with current statutory requirements of Section 1860, et. seq., of the Labor Code of the State of California, the undersigned confirms the following as his certification:
“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.”
8. Receipt of Addenda No. ___ through ___ is hereby acknowledged. (If none, write “NONE”).
NONE
NONE
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24 9. In compliance with the Notice Inviting Bids and all the provisions hereinbefore stipulated, the undersigned, with full cognizance thereof, hereby proposes to perform the entire work for the prices set forth in the attached BID SCHEDULE upon which award of the Contract is made.
(Continued on next page)
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26 BID SCHEDULE
To be completed through the City’s Electronic Bidding System (OpenGov Procurement)
Pursuant to and in compliance with the Notice Inviting Bids and other Contract Documents relating to the proposal for the construction of
RENOVATIONS OF PUBLIC RESTROOMS AT BRENGLE TERRACE PARK
as specifically set forth in documents entitled
BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
all in accordance with the Plans and Project Specifications on file at the City of Vista Engineering Department, the undersigned bidder, having familiarized himself with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the Work at the place the Work is to be done; and with the Plans, Project Specifications and other Contract Documents, hereby stipulated; the Contractor agrees to complete the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all labor, materials, tools, equipment, expendable supplies and all utility and transportation services necessary to perform the Contract, and complete in a workmanlike manner all of the Work required in connection with the Contract, all in strict conformance with the Plans and Project Specifications on file at the City of Vista Engineering Department.
All items shall be finished and functional per Plans and the Contract Documents. Items designated with an ‘S’ in the Bid Item column of the Bid Schedule are Specialty Items per Subsection 3-2 (“ SELF- PERFORMANCE”) of the San Diego Regional Supplement to the Greenbook.
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27 BID SCHEDULE
(Provided for reference only)
PROJECT NAME: BRENGLE TERRACE PARK RESTROOMS RENOVATION PROJECT
TO BE COMPLETED THROUGH THE CITY’S ELECTRONIC OPENGOV PROCUREMENT BIDDING SYSTEM
NOTE 1: The Bid Schedule Worksheet is only provided as a reference for preparing the bid. Only the unit prices and totals entered in the OpenGov Procurement bidding system will be considered valid for purposes of the City’s bid evaluation. The low bidder bid schedule from OpenGov Procurement will be printed and inserted into the final contract documents.
Note 2: Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted.
The following “Description of Base Bid Items” is part of the Bid Schedule and shall be submitted with the bid.
Base Bid Items
Bid
Item Description Of Work Qty. Unit
1 Mobilization & Demobilization
(5% maximum of Total Base Bid) 1 LS
2 Restroom #1 Epoxy/Paint 1 LS
3.S Restroom #1 Electrical 1 LS
4.S Restroom #1 Plumbing 1 LS
5 Restroom #1 Misc. Items (Doors, Windows,
Screens, etc.) 1 LS
6 Restroom #2 Epoxy 1 LS
7.S Restroom #2 Electrical 1 LS
8.S Restroom #2 Plumbing 1 LS
9 Restroom #2 Misc. Items (Doors, Windows,
Screens, etc.) 1 LS
10 Restroom #3 Epoxy/Paint 1 LS
11.S Restroom #3 Electrical 1 LS
12.S Restroom #3 Plumbing 1 LS
13 Restroom #3 Misc. Items (Doors, Windows,
Screens, etc.) 1 LS
14 Restroom #3 Restroom Partitions 1 LS
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28 Bid
Item Description Of Work Qty. Unit
15 Restroom #4 Epoxy 1 LS
16.S Restroom #4 Electrical 1 LS
17.S Restroom #4 Plumbing 1 LS
18 Restroom #4 Misc. Items (Doors, Windows,
Screens, etc.) 1 LS
19 Project Closeout 1 LS
BID SCHEDULE WORKSHEET – END
(Provided for reference only)
BID SCHEDULE TO BE COMPLETED THROUGH THE CITY’S ELECTRONIC BIDDING SYSTEM (OPENGOV PROCUREMENT)
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS. Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted.
Alternate Bid Items
Bid
Item Skate Park Restroom Description Unit Qty. Unit Price Item Total 1 Mobilization and Demobilization – Skate Park
(5% maximum of total Skate Park alternate
bid)
1 LS
2 Epoxy 1 LS
3.S Electrical 1 LS
4.S Plumbing 1 LS
5 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
Bid
Item Shadowridge Park Restroom Description Unit Qty. Unit Price Item Total 6 Mobilization and Demobilization –
Shadowridge
(5% maximum of total Shadowridge Park
alternate bid)
1 LS
$12,000
$5,500
$43,800
$10,000
$3,700
$
$3,700
$5,500
$43,800
$10,000
$12,000
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29 7 Epoxy/Paint 1 LS
8.S Electrical 1 LS
9.S Plumbing 1 LS
10 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
11 Restroom Partitions 1 LS
Bid
Item Breeze Hill Park Restroom Description Unit Qty. Unit Price Item Total 12 Mobilization and Demobilization – Breeze Hill
Park Restroom
(5% maximum of total Breeze Hill Park
Restroom alternate bid)
1 LS
13 Epoxy/Paint 1 LS
14.S Electrical 1 LS
15.S Plumbing 1 LS
16 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
17 Restroom Partitions 1 LS
Bid
Item Thibodo Park Restroom Description Unit Qty. Unit Price Item Total 18 Mobilization and Demobilization – Thibodo Park
(Not to exceed 5% maximum of total for
Thibodo Park Restroom alternate bid)
1 LS
19 Epoxy/Paint 1 LS
20.S Electrical 1 LS
21.S Plumbing 1 LS
22 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
23 Restroom Partitions 1 LS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
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30 Bid
Item Buena Vista Park Restroom Description Unit Qty. Unit Price Item Total 24 Mobilization and Demobilization – Buena Vista
Park Restroom
(Not to exceed 5% maximum of total for Buena
Vista Park Restroom alternate bid)
1 LS
25 Epoxy 1 LS
26.S Electrical 1 LS
27.S Plumbing 1 LS
28 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
Bid
Item Vista Sports Park Restroom Description Unit Qty. Unit Price Item Total 29 Mobilization and Demobilization – Vista Sports
Park
(Not to exceed 5% maximum of total for Vista
Sports Park Restroom alternate bid)
1 LS
30 Epoxy/Paint 1 LS
31.S Electrical 1 LS
32.S Plumbing 1 LS
33 Misc. Items (Doors, Windows, Screens, etc.) 1 LS
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS and each alternative bid as the budget allows. Alternative Bid Items are required and will be considered for award in the order listed. Unit prices shall prevail over extended total and grand total prices.
Late bids will not be accepted.
Description of Base Bid Items:
(Scan and Include with Bid Package)
Bid Item #1 includes all costs for Mobilization per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site.
$
$
$
$
$
$
$
$
$
$
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31 Bid Item #2: Epoxy/Paint for Restroom #1 shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Bid Item #3: Electrical for Restroom #1 shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #4: Plumbing for Restroom #1 shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #5: Misc. Items for Restroom #1 shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Bid Item #6: Epoxy for Restroom #2 shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications.
Bid Item #7: Electrical for Restroom #2 shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #8:Plumbing for Restroom #2 shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #9: Misc. Items for Restroom #2 shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
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32 Bid Item #10: Epoxy/Paint for Restroom #3 shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Bid Item #11: Electrical for Restroom #3 shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #12: Plumbing for Restroom #3 shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Bid Item #13: Misc. Items for Restroom #3 shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Bid Item #14: Restroom Partitions for Restroom #3 shall consist of all necessary materials and labor for the removal and replacement of all interior partitions, including all necessary hardware, fabrication, anchors, etc. complete per the manufacturer’s recommendations.
Bid Item #15: Epoxy for Restroom #4 shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive an epoxy primer/paint application per the manufacturer’s recommendations.
Bid Item #16: Electrical for Restroom #4 shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Bid Item #17: Plumbing for Restroom #4 shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
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33 Bid Item #18: Misc. Items for Restroom #4 shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Bid Item #19: Project Closeout shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
BID ALTNERATES
Alternate Bid Item #1 includes all costs for Mobilization/Demobilization for the Skate Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
Alternate Bid Item #2: Epoxy for the Skate Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications.
Alternate Bid Item #3: Electrical for the Skate Park Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Alternate Bid Item #4:Plumbing for the Skate Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Alternate Bid Item #5: Misc. Items for the Skate Park Restroom shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, 12/09/2025
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34 security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Alternate Bid Item #6 includes all costs for Mobilization/Demobilization for the Shadowridge Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
Alternate Bid Item #7: Epoxy/Paint for the Shadowridge Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Alternate Bid Item #8: Electrical for the Shadowridge Park Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Alternate Bid Item #9: Plumbing for the Shadowridge Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.
Alternate Bid Item #10: Misc. Items for the Shadowridge Park Restroom shall consist of all necessary materials and labor for all Misc. related devices including any and all other related items not previously identified in Paint, Electrical and Plumbing required to remove and replace all other existing components, including but not limited to removal and replacement of all doors, wire screens, windows, polycarb panels including frames, security doors, toilet paper holder, grab bars, window mesh/screen, signage, soap dispenser, etc. and any other devices or work necessary to complete all restroom renovations.
Alternate Bid Item #11: Restroom Partitions for Shadowridge Park Restroom shall consist of all necessary materials and labor for the removal and replacement of all interior partitions, including all necessary hardware, fabrication, anchors, etc. complete per the manufacturer’s recommendations.
Alternate Bid Item #12 includes all costs for Mobilization/Demobilization for the Breeze Hill Park Restroom per Section 7-3.4 of the project specifications including but not limited to those necessary for the move-on and move-off operations of personnel, labor, equipment, supplies, and incidentals to the Project Site; for the improvements identified for all other work including supervision, coordination of subcontractors, storage, 12/09/2025
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35 staging and stockpiling, of materials and equipment, protection of all work that shall be performed or costs incurred prior to beginning work on the various items of work of the Project Site. It will also include all project closeout which shall consist or all necessary materials and labor including a final cleaning of all work, punch list work, training, turn-over of all required documents, salvaged items, keys, maintenance documents, manufacturer manuals, epoxy/paint, and all other misc. materials and or documentations required to provide the city with complete knowledge and understanding of all product functions, use, requirements, maintenance, etc. to accept the project for public use.
Alternate Bid Item #13: Epoxy/Paint for the Breeze Hill Park Restroom shall consist of all necessary materials and labor including all preparatory work to clean, scuff, patch as needed, and prepare all surfaces for primer, paint/epoxy of all interior and exterior surfaces of the restroom structure. All masonry components shall receive a primer and 2 epoxy coatings plus an anti-graffiti application per the project specifications. All interior and exterior wood surfaces shall receive necessary patch and repair work followed by two coats of exterior enamel paint per the manufacturer's recommendations.
Alternate Bid Item #14: Electrical for the Breeze Hill Park Restroom shall consist of all necessary materials and labor for all electrical related items within the restroom structure including but not limited to removal and replacement of existing electrical components, including but not limited to interior and exterior lighting, photo cells, hand dryers/blowers, interior/exterior exhaust vents, switches, etc. and any other electrical related items as identified in the project specifications.
Alternate Bid Item #15: Plumbing for the Breeze Hill Park Restroom shall consist of all necessary materials and labor for all plumbing related devices within the restroom structure including but not limited to removal and replacement of all existing plumbing components, including but not limited to removal and replacement of all toilets, sinks, urinals, toilet/urinal flush valves, faucets, drinking fountains, bottle fillers, plumbing to connect those devices and any other plumbing related items as identified in the project specifications.