20210513_Keller_Ph2_ContractSpecifications_finalPB SPECIFICATIONS
AND
CONTRACT DOCUMENTS FOR
KELLER-HEA VENL Y WA TER
SYSTEM IMPROVEMENTS PROJECT- PHASE 2
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SOUTH TAHOE PUBLIC UTILITYDISTRICT
SOUTH LAKE TAHOE, CALIFORNIA
May 2021
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SOUTH TAHOE PUBLIC UTILITY DISTRICT
KELLER-HEAVENLY
WATER SYSTEM IMPROVEMENTS PROJECT PHASE 2
May 2021
TABLE OF CONTENTS
SUBJECT MATTER PAGE
Division 00 — Procurement and Contracting Requirements
00 1000 Invitation to Bid 00 10 00-1
00 20 00 Instructions to Bidders 00 20 00-1
00 30 00 Information Available to Bidders 00 30 00-1
00 41 00 Bid Forms 00 41 00-1
Description of Bid Items 00 41 00-17
Bid Form with Bid Items 00 41 00-19
00 52 00 Contract 00 52 00-1
00 61 00 Bond Forms 00 61 00-1
00 7100 Contracting Definitions 00 71 00-1
00 72 00 General Conditions 00 72 00-1
00 73 00 Supplementary Conditions 00 73 00-1
00 74 00 Grant Conditions 00 74 00-1
Davis Bacon Wages
00 75 00 Grant Forms 00 75 00-1
Division 01 — General Project Requirements
01 1000 General Project Requirements 01 10 00-1
01 2000 Price and Payment Procedures 01 20 00-1
MAY 2021 TABLE OF CONTENTS
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS
PHASE 2 TC-1
SUBJECT MATTER PAGE
Division 01 — General Requirements (cont.)
01 31 00 Project Management and Coordination 01 31 00-1
01 3200 Construction Progress Documentation 01 32 00-1
01 3220 Web-based Construction Document Management 01 32 20-1
01 3300 Submittals Process 01 33 00-1
01 3500 Special Procedures 01 35 00-1
01 41 00 Regulatory Requirements 01 41 00-1
01 42 00 References 01 42 00-1
01 43 00 Quality Assurance 01 43 00-1
01 5000 Temporary Facilities and Controls 01 50 00-1
01 6000 Product Requirements 01 60 00-1
01 7300 Project Execution 01 73 00-1
01 7700 Closeout Requirements 01 77 00-1
Division 05 - Metals
05 05 00 Miscellaneous Metalwork 05 05 00-1
05 05 23 Adhesive Anchors 05 05 23-1
Division 13 — Special Construction
1347 13 Tank Internal Cathodic Protection 1347 13-1
Division 26 — Electrical
26 05 33.13 Conduit For Electrical Systems 26 05 33.13-1
MAY 2021 TABLE OF CONTENTS
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS
PHASE 2 TC-2
SUBJECT MATTER PAGE
Division 31 — Earthwork
31 2500 Erosion and Sedimentation Control 3125 13-1
Division 33 — Utilities
33 1300 Water Pipeline Testing and Disinfection 33 13 00-1
33 1623 Factory Powder Coated Bolted Steel Tank 33 16 23-1
Division 40 — Process Interconnections
40 05 02 Piping Connections 40 05 02-1
4005 11 Steel Pipe 4005 11-1
40 05 33.03 Flexible Duckbill Check Valve 40 05 33.03-1
Division 43 — Process — Storage Equipment
43 41 26 Aluminum Roof 4341 26-1
MAY 2021 TABLE OF CONTENTS
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS
PHASE 2 TC-3
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DIVISION 00
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SECTION 00 10 00
SOLICITATION
INVITATION TO BID
The South Tahoe Public Utility District(STPUD)invites sealed bids by electronic submission only for
the construction of the Keller-Heavenly Water System Improvements Protect, Phase 2.
Electronic Bids will be received until 2:00 P.M., Tuesday, June 29, 2021. Hard copy original
Bid Bond (or other acceptable form of bid security) MUST be delivered to District in advance
of Bid deadline. Bids submitted after this time will not be accepted by the electronic bidding
system. All bids that have been timely received will be opened and the content read aloud via a
virtual bid opening. Access information for the bid opening will be provided via PlanetBids. All
interested parties are invited to attend. Bids shall be valid for 60 calendar days after the bid opening
date, as required in the Bid Form.
The site of the work is in the Heavenly Valley neighborhood of the City of South Lake, California, on
District property with access across adjacent US Forest Service land, private property,and adjacent
right-of-way.
The work to be performed consists of: construction of a new 150,000 gallon bolted steel watertank,
associated piping, anchors to an existing foundation,tank appurtenances required for tank access,
instrumentation, and communication infrastructure, in addition to required erosion and traffic control,
and other related activities described in the plans and specifications.
A copy of the Contract Documents are on file and may be examined via appointment at the South
Tahoe Public Utility District Offices, 1275 Meadow Crest Drive, South Lake Tahoe, California.
In order to RSVP for the mandatory online Pre-Bid Conference, download the Contract Documents
and receive addendums and notifications when issued, Bidders must register as a vendor at the
District's Vendor Portal:
http://www.planetbids.com/portal/portal.cfm?CompanvlD=21516
Electronic bids will also be submitted through this website. Paper bids will not be accepted.
Contract Documents are available for free download on the District's Vendor Portal. For assistance
in downloading these documents or registering as a vendor contact Star Glaze, Contracts
Administrator at (530) 543-6205.
All bids are to be submitted electronically as required in Section 00 20 00 Instructions for
Procurement. After electronic bidding, each bidder shall submit their original Bid Forms to South
Tahoe Public Utility District at 1275 Meadow Crest Drive, South Lake Tahoe, California by 5 P.M.on
July 1, 2021.
Questions or comments regarding this project must be submitted electronically via our electronic
bidding system and must be received by the District no later than 4 P.M. on June 18, 2021.
Questions received after the date indicated will not be accepted. Phone Calls, Emails and faxes will
not be accepted. Responses from the District will be communicated via the electronic bidding
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system.
This project is being funded, in part, by the California Drinking Water State Revolving Fund
(DWSRF) Program. The Contractor will be required to comply with State and federal contract rules
and regulations including requirements for Disadvantaged Business Enterprise(DBE)and American
Iron and Steel (AIS)as detailed in Sections 00 74 00 and 00 75 00 of the Specifications. The prime
contractor is required to provide documentation that the local U.S. Small Business Administration
(SBA) and/or the Minority Business Development Agency (MBDA) of the U.S. Department of
Commerce were notified of the contracting opportunity at least thirty(30)calendar days prior to the
bid opening date. A bid will be considered non-responsive unless it includes the forms required in
Section 00 75 00 to be completed and submitted with the Bid.
A mandatory virtual(online) Pre-Bid Conference will be held using GoToMeeting by the South
Tahoe Public Utility District on Tuesday, May 25,2021 at 11:00 AM. Prospective bidders must
RSVP for the Pre-Bid Conference in advance via the following link:
https://attendee.gotowebinar.com/register/3558195964085528332
Any bidder absent from the Pre-Bid Conference shall have their bid disqualified as
nonresponsive. A virtual tour of the site of work will be conducted as part of the Pre-Bid
In accordance with the provisions of California Public Contract Code section 3300,the South Tahoe
Public Utility District has determined that the bidder shall possess a valid class A contractor license
at the time of bid opening, the Contract is awarded and for the duration of the Contract. Failure to
possess the specified license shall render the bid as non-responsive and shall act as a bar to
awarding the contract to any bidder not possessing said license at the time of award.
This project is subject to prevailing wage requirements. As a federally-funded project, the work is
subject to both California labor standards and federal labor standards including the Davis-Bacon Act
(40 USC 3142). The general prevailing rate of per diem wages and the general prevailing rate of
per diem wages for holiday and overtime work must be paid for the locality in which the work will be
performed for each craft, classification, or type of worker needed. The higher of either state of
California or federal prevailing wages must be paid. The prevailing wages for the work are on file at
the District's office. The federal prevailing wages for this project are included as an attachment to
the bid documents.
This Project is subject to compliance monitoring and enforcement by the Department of Industrial
Relations. Pursuant to Labor Code sections 1725.5 and 1771.1, Section 7029.1 of the Business
and Professions Code, and Section 10164 and 20103.5 of the Public Contract Code,all contractors
and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform
public work must be registered with the Department of Industrial Relations. No bid will be accepted
nor any contract entered into without proof of the Bidder's and its subcontractors'current registration
with the Department of Industrial Relations. Bidder shall certify that Bidder and all listed
subcontractors are currently and validly registered with the Department of Industrial Relations and
shall include its registration number on its bid. Each Bidder shall provide the registration number for
each listed subcontractor in the space provided. If awarded a Contract, the Bidder and its
subcontractors of every tier shall maintain active registration with the Department of Industrial
Relations for the duration of the Project. It shall be the Bidder's sole responsibility to evaluate and
include the cost of complying with all labor compliance requirements.
Notice is hereby given that the project is subject to federal requirements for Equal Employment
Opportunity, set forth in 41 CFR Part 60 and defined in Section 00 74 00 of these Specifications,
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including the"Equal Opportunity Clause"and Standard Federal Equal Employment Specifications".
Pursuant to the provisions in Section 6707 of the California Labor Code, each Bid submitted in
response to Section 00 10 00, Solicitation - Invitation to Bid, shall contain adequate sheeting,
shoring, and bracing, or equivalent method, for the protection of life and limb in trenches and
open excavation, which shall conform to applicable safety orders for the State of California.
All electronic bids shall be accompanied by a bid security amounting to ten percent(10%)of the bid
or as detailed in Section 00 20 00, Instructions for Procurement, Part 2.05. The successful bidder
will be required to furnish the District with a Performance Bond equal to 100%of the successful bid,
and a Payment Bond equal to 100% of the successful bid, prior to execution of the Contract. All
bonds are to be secured from a surety that meets all of the State of California bonding requirements,
as defined in Code of Civil Procedure Section 995.120, and is admitted by the State of California.
Notice is further given that, pursuant to Section 22300 of the California Public Contract Code, the
contractor is permitted to substitute securities for any moneys withheld by the District to ensure
performance under a contract as specified in Section 00 20 00.
Pursuant to Public Contract Code§3400(b), if the District has made anyfindings designating certain
materials products, things, or services by specific brand or trade name without alternative, such
findings and the materials, products,things, or services and their specific brand or trade names will
be set forth in Section 01 60 00, Product Requirements, of the Contract Documents.
The South Tahoe Public Utility District reserves the right to reject any or all bids, to waive any
informality in a bid, and to make awards to the lowest responsive, responsible bidder in the best
interest of the District. If alternate bid items are called for in the Contract Documents, the lowest bid
will be determined on the basis of the base bid only.
Julie Ryan, P.E.
Engineering Manager/District Engineer
SOUTH TAHOE PUBLIC UTILITY DISTRICT
END OF SECTION
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PHASE 2 3
SECTION 00 20 00
INSTRUCTIONS FOR PROCUREMENT
INSTRUCTIONS TO BIDDERS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes: Conditions affecting award of Contract and procedures with
which bidders and proposers must comply.
1.02 DEFINITIONS
A. Terms used in these Instructions to Bidders and defined in Section 00 71 00,
Contracting Definitions, shall have the meaning stipulated in such Section 00 71 00,
Contracting Definitions.
B. The electronic Bid Schedule consists of the table in the "Line Items" tab for the
project on the electronic bidding system.
C. The following additional terms used in these Instructions to Bidders shall have the
meaning stipulated:
1. Award: The formal acceptance of the Bid and other executed Bid Forms by the
District.
2. Bid: The price proposed by Bidder in the appropriate electronic Bid Schedule,
completed on the electronic bidding system, for performance of the Work.
3. Bidder: A person, firm, or corporation who having purchased a set of Contract
Documents intends to submit a Bid and other Bid Forms to the District, or one
who submits a Bid and other executed Bid Forms to the District.
4. Successful Bidder: The Bidder to whom the District makes the award of the
Contract for performance of the Work.
PART2 PROCEDURES
2.01 EXAMINATION OF DOCUMENTS, SITE AND CONDITIONS
A. Before submitting a bid, bidders shall carefully examine and be thoroughly familiar
with the Contract Documents, visit the site of work, fully inform themselves as to all
existing conditions and limitations, review those documents identified in
Section 00 30 00, Information Available to Bidders, and shall include sums in the
bid covering the cost of each item included in the Contract.
B. Only the Contract Documents shall be relied upon for execution of Bids and other
Bid Forms.
1. Unless corroborated by the Contract Documents, statements or representations
regarding the Work made prior, during, or after bidding by the District, Design
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Engineer, or Engineer will not be binding and shall not be considered by Bidders
for preparation of Bids.
2. The District, Design Engineer, and Engineer will not be responsible for
explanations or interpretations of the Contract Documents other than those
issued by Addenda.
C. Complete sets of Contract Documents shall be used by Bidders (and their
respective subcontractors) to prepare Bids.
1. The District, Design Engineer, and Engineer assume no responsibility for errors
or misinterpretations resulting from the use of incomplete sets of Contract
Documents.
D. Submission of a Bid shall be considered prima facie evidence that the bidder has
made such examination and is satisfied as to the conditions to be encountered in
performing the work and as to the requirements of Contract Documents. The
failure or neglect of a bidder to make such examinations shall in no way relieve the
Bidder from any obligations with respect to its bid or to the Contract Documents.
No claim for additional compensation will be allowed which is based upon a lack of
knowledge of any provision of the Contract Documents.
2.02 PRE-BID CONFERENCE
A. Time and Place: A mandatory pre-bid conference will be held at the time and place
specified in the Section 00 10 00, Solicitation — Invitation to Bid.
2.03 ELECTRONIC BIDDING
A. Plans and specifications may be obtained by visiting the District's website at
http://www.planetbids.com/portal/portal.cfm?CompanVID=21516 which can reached
by selecting "NOTICE INVITING BIDS (PlanetBid-Portal)" on the STPUD website
http://stpud.us/doing-business/construction-projects/construction-project-bids/.
Prime Bidders are advised that proposed subcontractors should obtain their own
sets of Contract Documents from the District website so that they will be placed on
the District's email list for addenda. The District will not be responsible for sending
addenda to any person not listed on the prospective bidder list.
B. For a bid to be considered responsive it must include the following parts, all
submitted electronically through the online bidding system prior to the exact date
and time set forth in Section 00 10 00. Forms may be submitted as a single
electronic file, or separate files, at the Contractor's discretion within the constraints
of the electronic bidding system, but all parts must be present.
1. Electronic Bid Schedule consisting of the table in the "Line Items" tab for the
project on the electronic bidding system. A copy of the Bid Schedule is included
in Section 00 41 00, Bid Forms, for reference only and need not be filled out
2. Section 00 41 00, Bid Forms- all forms provided (excepting the sample bid
schedule) shall be completed in their entirety, including the Bid Security and
long-hand signature of bidder. Bid Forms may be printed, completed and
scanned for submission, but shall not be altered or modified from their original
form.
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3. Section 00 75 00, Grant Forms—those forms identified in Part 1.01.A as
necessary to be submitted with the Bid shall be completed in their entirety. Grant
Forms may be printed, completed, and scanned for submission, but shall not be
altered or modified from their original form.
C. Bidders are responsible for submitting and having their bids accepted by the
electronic bidding system before the closing time set forth in Section 00 10 00,
Solicitation-Invitation to Bid or as changed by addenda. NOTE: Pushing the submit
button on the electronic bid system may not be instantaneous; it may take time for
the Bidder's documents to upload and transmit before the bid is accepted. It is the
Bidder's sole responsibility to ensure their documents are uploaded, transmitted,
and arrive in time electronically. The District will have no responsibility for bids that
do not arrive in a timely manner, no matter what the reason. The electronic bid
system will close exactly at the date and time set forth in Section 00 10 00,
Solicitation - Invitation to Bid or as changed by addenda.
D. The top three bidders (at a minimum) will be required to submit the original Bid
Forms within the time stated in Section 00 10 00, Solicitation — Invitation to Bid.
Failure to do so may result in forfeiture of the Bidder's bid security and/or rejection
of bid. The District reserves the right to request original Bid Forms from any or all
bidders.
E. In the case of a discrepancy between the electronic bid amount and the original Bid
Forms, the electronic bid amount will be the accepted bid.
F. For Bids to receive consideration, they shall be made in accordance with the
following instructions:
1. Bidder will be required to download all contract documents, including but not
limited to the Bid Forms, Specifications, Plans, and any addenda, prior to
submitting a bid.
2. All notations in the bid must be in ink or typewritten. No erasures will be
permitted. Mistakes may be crossed out and corrections typed or written in with
ink adjacent thereto, and must be initialed in ink by the person or persons
signing the bid.
G. All bids shall be made in accordance with applicable statutes of the State of
California including, but not limited to, the California Government, Labor and Public
Contract Codes, applicable local laws, and as specified in this Book of Contract
Documents containing the Specifications.
H. Bid prices shall include everything necessary for the completion of the Project and
fulfillment of the Contract including, but not limited to, furnishing all materials,
equipment, tools, and other facilities and all management, superintendents, labor
and services, except as may be provided otherwise in the Contract Documents.
Bid prices shall include all applicable federal, state, and local sales and use taxes.
2.04 SIGNING THE BID FORM
A. The bid shall:
1. Include the legal name of the bidder.
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2. Identify the bidder as a sole proprietor, a partnership, a corporation, or any other
legal entity.
3. Be signed by the person or persons legally authorized to bind the bidder to a
contract for the execution of the Work.
4. Include a list of subcontractors.
B. A bid submitted by an agent shall have a valid Power of Attorney (Bid Certificate)
attached certifying the agent's authority to bind the bidder.
C. The signature of all persons signing shall be in longhand.
2.05 BID SECURITY
A. Each bid shall be accompanied by a bid security in the form of: (a) cash, (b)
certified check made payable to the District; (c) a cashier's check made payable to
the District; or (d) a bid bond payable to the District, executed by the bidder as
principal and surety as obligor, in an amount not less than ten percent (10%) of the
maximum amount of the Bid. Personal sureties and unregistered surety companies
are unacceptable. The surety insurer shall be a California admitted surety insurer,
as defined in the Code of Civil Procedure Section 995.120. The check or bond shall
be given as a guarantee that the bidder, if awarded the Contract, will promptly
execute such Contract in accordance with the Bid and in manner and form required
by these Contract Documents and will furnish the specified bonds.
B. In the event a bond is submitted, the bond shall be signed by the bidder and a
corporate surety, or by the bidder and two sureties who shall justify before any
officer competent to administer an oath, in double said amount and over and above
all statutory exemptions. The amount so posted shall be forfeited to said District in
case the bidder depositing the same does not, within fifteen (15) days after written
notice that the contract has been awarded to him execute the agreement, provide
the required insurance submittals, secure payment of workman's compensation
insurance, furnish a satisfactory performance bond in the amount of one hundred
percent (100%) of the total bid price and furnish a satisfactory payment bond in the
amount of one hundred percent (100%) of the total bid.
C. Retention of bid security:
1. The bid securities of the three lowest bidders will be retained until the Contract is
awarded and signed and satisfactory bonds furnished, or other requirements
completed to the reasonable satisfaction of the District.
2. The bid securities of all bidders will be returned within 60 days.
D. Each bidder shall be required to submit a copy of their bid security when submitting
their electronic bid. The original bid security (in the acceptable forms listed in Part
2.05.A, above) shall be delivered to the District Office by the date and time
specified in Section 00 10 00, Solicitation — Invitation to Bid. An electronic bid not
accompanied by a copy of(a) cash, (b) certified check made payable to the District;
(c) a cashier's check made payable to the District; or (d) a bid bond payable to the
District may be rejected
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2.06 AWARD OR REJECTION OF BIDS
A. The District reserves the right to accept or reject any or all Bids when deemed best
for the public good, and to waive any Bid informality, irregularity, and nonconformity
when deemed best for the public good.
1. Bids shall be evaluated, in part, based on meeting the requirements of the Plans
and Specifications. Bids that do not meet the requirements of the Plans and
Specifications may be deemed non-responsive and rejected by the District.
2. At the District's request, within 48 hours after the Bid Opening, Bidder shall
provide evidence and documentation in support of the Good Faith Effort, as
required in Section 00 74 00, Part 2.10.
B. When Bids are not rejected, the Contract will be awarded to the lowest responsive
responsible Bidder.
1. The low Bid will be the Bid with the lowest net total arrived at by combining the
Bid lump sum prices and unit prices for the Bid Items on the electronic Bid
Schedule.
2. If alternate bid items are called for in the Contract Documents, then
consideration for alternatives in determining the low bid shall be as set forth in
Section 00 10 00.
3. When award is made, Notice of Award will be sent to the selected Bidder by
certified mail.
C. The award, when made, will be made within the time stipulated for Bids to remain
subject to acceptance in Section 00 41 00.
2.07 NOTICE OF AWARD
A. Acceptance of Award: The acceptance of the Notice of Award must be executed
and returned to the District within five (5) business days of the date of the Notice of
Award.
B. Required Bonds: The successful bidder, upon Notice of Award, is required to
execute the contract and furnish the required bonds, in the form required by the
District, and evidence of insurance, stipulated below, within fifteen (15) calendar
days from the date of the notice.
C. Presumption of Satisfactory Qualifications of Surety: The surety insurer shall be a
California admitted surety insurer, as defined in the Code of Civil Procedure Section
995.120. All bonds signed by an agent must be accompanied by a certified copy of
such agent's authority to act.
D. Insurance Endorsement: Insurance requirements are stipulated in Section 00
73 00, Supplementary Conditions. Successful Bidder shall furnish the insurance
documents required in that Section. The Contract shall not become effective until
such insurance documents have been supplied to and accepted by the District. No
other insurance documents shall be accepted in substitution of, nor in addition to,
those specified above.
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E. Examination of Forms: The forms of Contract, which the successful bidder as
Contractor will be required to execute, and the forms of bonds which he will be
required to furnish, shall be carefully examined by the bidder.
1. Such forms are included in this book of Contract Documents.
F. Number of Copies: The Contract and the Bonds will be executed in two (2) original
counterparts.
2.08 EXECUTION OF CONTRACT
A. The Notice of Award will be issued by the District to the successful bidder and will
indicate the time schedule for execution of the Contract.
1. The Contract package will be mailed with the Notice of Award.
2. The Contract and all required related documents including the Performance
Bond, Payment Bond, Corporate Resolution, insurance submittals and other
required documents, as described in the Contract Documents shall be executed,
completed, and delivered to the South Tahoe Public Utility District, not later than
4:30 PM on the fifteenth (15th) calendar day following the Notice of Award of the
Contract.
B. In the event the documents submitted do not meet the requirements of the District,
District staff will notify the bidder, by telephone, as to how the documents are
insufficient, or incomplete, and the bidder shall have five (5) business days, from
the phone call to remedy such insufficient or incomplete documents.
C. In the event the bidder fails to remedy insufficient or incomplete documents within
five (5) business days or the bidder fails to submit the documents within the time
limitation described in preceding Paragraph B, then the bidder may be considered
to have defaulted and would thus have no further rights under and by virtue of the
award of the contract. If the bidder is found to have defaulted, then:
1. The District may award the contract to the next lowest, responsive, responsible
bidder or rebid the project as determined by the District in its sole discretion; and
2. Upon default of the bidder the District shall have the right to collect the bid
security.
2.09 NOTICE TO PROCEED
A. Upon providing the District the executed contract, evidence of insurance and
bonds, in compliance with the Contract Documents, the District will issue a Notice
to Proceed. Acceptance of notice shall be signed within fifteen (15) calendar days
from the date of the Notice to Proceed and returned to the District. No work shall
proceed until said acceptance is signed and timely received by the District. All
commitments, subcontracts, and materials ordered until the acceptance is received
shall be at risk of Bidder.
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PART 3 CONDITIONS AND INSTRUCTIONS
3.01 EXPERIENCE AND BUSINESS STANDING
A. Qualification of Bidders: Each Bidder shall possess a contractor's license for the
type of work required on this Contract, issued by the Contractors State License
Board, valid at the time of bid and time of award of Contract and for the duration of
the Contract. Likewise, specialty subcontractors may also be required to possess a
contractor's license for the type(s) of work required on this Contract. The class of
license shall be as specified in Section 00 10 00, Solicitation - Invitation to Bid.
Each Bidder shall also have no less then five (5) years experience in the magnitude
and character of the work being bid. Each Bidder shall have successfully
completed no less than five (5) similar type projects of the same or larger capacity.
B. Debarred Contractors: In accordance with the provisions of the Labor Code,
contractors or subcontractors may not perform work on a public works project with
a subcontractor who is ineligible to perform work on a public project pursuant to
Section 1777.1 or 1777.7 of the Labor Code.
C. Experience Statement: The District may require that Bidders under consideration
for award of the Contract submit a statement setting forth that bidder's experience.
1. Along with this statement, each bidder shall list similarly constructed projects
showing total project costs, when constructed, and the names, addresses, and
phone numbers of the owners.
D. Financial Statement: Bidders may be requested to submit a financial statement,
references, and other information sufficiently comprehensive to permit an appraisal
of the CONTRACTOR's current financial condition. Such statement shall be in a
form and substance similar or equal to the form for that purpose developed and
published by the Associated General Contractors of America
1. The financial statement shall be submitted within five (5) days of receipt of the
request from the District.
2. If bidder fails to submit the financial statement, or if the financial statement is not
satisfactory to the District, the bid of such bidder shall be considered non-
responsive, and such bid will be rejected by the District.
E. Resume Statement: Bidders may be requested to submit the experience resume of
the person who will be designated chief construction superintendent or onsite
construction manager
1. The experience resume shall be submitted within 5 days of receipt of the request
from the District.
2. Where Bidder fails to submit the experience resume, or where the experience
resume is not satisfactory to the District, the Bid of such Bidder shall be
considered non-responsive, and such Bid may be rejected by the District.
3.02 COPIES AND USE OF BIDDING DOCUMENTS
A. Contract Documents may be obtained as stipulated in Section 00 10 00, Solicitation
- Invitation to Bid.
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B. Contract Documents are made available to Bidders for the purpose of obtaining
Bids for performance of the Work. No license or grant is given for other uses of the
Contract Documents.
3.03 INTERPRETATION OF CONTRACT DOCUMENTS
A. Questions: If any bidder contemplating submitting a bid does not understand any
part of the Contract Documents, or finds discrepancies in or omissions from the
Contract Documents, that bidder shall submit to the District a written request for an
interpretation or correction by the means specified in 00 10 00, Solicitation —
Invitation to Bid.
B. Interpretations or Corrections: Interpretation or correction of the Contract
Documents will be made only by Addendum duly issued and a copy of such
Addendum will be distributed via the electronic bidding system.
1. The District will not be responsible for any other explanations or interpretations
of the Contract Documents.
C. Documents to Rely Upon: Only the Contract Documents and Addenda shall be
relied upon for preparation of Bids. Statements or representations made by or on
behalf of the District regarding the Project prior, during, or after the bidding will not
be binding upon the District.
3.04 QUESTIONS DURING BID PERIOD
A. Questions regarding the Contract Documents and bidding procedures shall be
submitted electronically to our electronic bidding system within the time limit
specified in Section 00 10 00, Invitation to Bid.
B. The request for clarification or interpretation shall be dated and shall identify (1) the
Work, (2) the statement or the drawing that is in question, (3) the documents in
which they occur, (4) the reasons for which the clarification or interpretation is
necessary, and (5) the name and title of the person submitting the request.
C. Clarifications, interpretation, and correction to Contract Documents will by issued
only by Addendum, as set forth in Part 3.5, below.
D. Questions regarding the Bid Documents should be submitted to the District in
sufficient time for the District to prepare a response prior to bid opening.
3.05 ADDENDA
A. A notice that an addendum has been issued will be distributed via email to persons,
firms and corporations registered as Vendors and perspective bidders for the
project on our electronic bidding system. Copies of all addenda must be
downloaded from our electronic bidding system before a bidder can submit a bid.
B. Addenda issued during the time of bidding shall be covered in the bid and shall
become a part of the Contract Documents.
C. Bidders shall acknowledge receipt of any and all addenda in their bid.
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D. In accordance with Public Contract Code §4014.5, if an addendum includes
material change to the project and is issued less than 72 hours before the bid date,
the District must extent the deadline for the submission of bids. The District
reserves the right to determine in its sole discretion whether an addendum includes
material changes to the project.
E. It is the Bidder's responsibility to determine that they have received any and all
Addenda prior to bidding. The bidder is advised to contact the District prior to the
bid opening to confirm that all Addenda have been received.
3.06 BIDDERS INTERESTED IN MORE THAN ONE BID
A. Interest in More Than One Bid: No person, firm, or corporation, under the same or
different name, shall make, file, or be interested in more than one bid for the same
work unless alternate bids are called for.
1. A person, firm, or corporation who has submitted a sub-bid to a bidder, or who
has quoted prices on materials to a bidder, is not disqualified from submitting a
sub-bid or quoting prices to other bidders.
B. Rejection in Case of Collusion:
1. Reasonable grounds for believing that any bidder is interested in more than one
bid for the same work, will cause the rejection of all bids for the Work in which
such a bidder is interested.
2. Any or all bids will be rejected, in the sole discretion of the District, if there is
reasonable grounds for believing that collusion exists among any of the bidders.
C. Noncollusion Declaration: Pursuant to provisions in Section 7106 of the State of
California Public Contract Code, bidders shall submit with their bids the notarized
Noncollusion Declaration executed in the form included with the bid documents.
3.07 SUBSTITUTION OF SECURITIES
A. Section 01 20 00 calls for progress payments based upon the percentage of the
work completed. The District will retain a portion of each progress payment as
provided by the Contract Documents. At the request and expense of the successful
Bidder, the District will substitute securities for the amount so retained in
accordance with Public Contract Code Section 22300.
B. Securities may be deposited with the District, or with a state or federally chartered
bank as the escrow agent, who shall pay such monies to the contractor upon
satisfactory completion of the contract. Securities eligible for investment shall
include those listed in Section 16430 of the California Government Code, or bank or
savings and loan certificates of deposit. The contractor shall be the beneficial
owner of any securities substituted for moneys withheld and shall receive any
interest thereon.
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3.08 SUBCONTRACTORS
A. Bidders shall list, in Section 00 41 00, Bid Forms, the name, location of place of
business, and the portion of the Work which will be performed by each
Subcontractor who will furnish work or labor or render services to Bidder, as
CONTRACTOR, in or about the Work, in an amount in excess of 0.5 percent of
Bidder's total Bid.
B. Circumventing by Bidder of the requirement to list subcontractors by the device of
listing one subcontractor who will in turn sublet portions constituting the majority of
the work covered by this Contract shall be considered a violation of the California
Subletting and Subcontracting Fair Practices Act, Division 2, Part 1, Chapter 4 of
the California Public Contract Code and shall subject CONTRACTOR to the
penalties set forth in Sections 4110 and 4111 of said Code.
C. Substitutions of subcontractors identified in the List of Subcontactors shall be
granted only for those reasons allowed by the Public Contact Code §4107.5. The
procedures for substitution shall be as provided in said Public Contract Code,
Section 4107.5.
D. Debarred subcontractors may not bid on the Project as defined in Part 3.01.B. Any
contact on a public works project entered into between a contractor and a debarred
subcontractor is void as a matter of law. A debarred subcontractor may not receive
any public money for performing work as a subcontractor on a public works
contract. Any public money that is paid to a debarred subcontractor by the
Contractor for the Project shall be returned to the District. The Contractor shall be
responsible for the payment of wages to workers of a debarred subcontractor who
has been allowed to work on the Project.
E. The District and the Engineer reserve the right to approve all subcontractors. Such
approval shall be a consideration to the awarding of the Contract and unless
notification to the contrary is given to the Contractor prior to the signing of the
Contract, the list of subcontractor which is submitted with his proposal will be
deemed to be acceptable.
3.09 MATERIALS AND EQUIPMENT LIST
A. Bidders shall prepare, using the form provided in Section 00 41 00, Bid Forms, and
submit with the Bid a complete list of materials and equipment, indicating
manufacturer, identifying at a minimum the components included on the Materials
and Equipment List in Section 00 41 00, Bid Forms.
3.10 NONRESTRICTIVE SPECIFICATION
A. Materials and Equipment Identified by Brand or Trade Names
1. Pursuant to Public Contract Code Section 3400(b) the District may make a
finding that designates certain products, things, or services by specific brand or
trade name. Such materials and equipment may not be substituted and are
identified in the Contract Documents.
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2. Pursuant to Public Contract Code §3400, all brand or trade names shall be
considered to be followed by the words "or equal" unless required findings have
been made and noted in the notice inviting bids.
3.11 WORKERS' COMPENSATION REQUIREMENTS
A. The Bidder should be aware that in accordance with Section 3700 of the California
Labor Code, the Bidder will, if awarded a Contract, be required to secure the
payment of compensation to its employees and execute the workers' compensation
certificate in the form contained in these Contract Documents.
3.12 SHEETING, SHORING, AND BRACING
A. Bidders shall state in the appropriate space on the electronic Bid Schedule, the
price for sheeting, shoring, and bracing, or equivalent method meeting regulatory
requirements, for the protection of life and limb in trenches and open excavation, in
accordance with the requirements defined in Section 01 10 00, Solicitation —
Invitation to Bid.
3.13 CONFINED SPACE ENTRY
A. Pursuant to the provisions in General Industry Safety Orders, Article 108 (Title 8,
CCR, Section 5156 et seq.) (CALOSHA), each bid submitted in response to
Section 00 10 00, Solicitation - Invitation to Bid, shall contain adequate procedures,
methods and personnel to complete confined space entry
3.14 IRREGULAR BIDS
A. Bids may be considered irregular and may be rejected as non-responsive by the
District if they show any alterations of form, unauthorized additions, unauthorized
conditional or alternate bids, incomplete bids, recapitulations, unbalanced prices,
erasures, or irregularities of any kind.
B. No bid will be considered unless accompanied by the Bid Security in the required
type and amount.
C. C.No oral, telegraphic, telephonic, or modified bid will be considered.
3.15 WITHDRAWAL OF BID
A. Prior to Bid Opening: Any bidder may withdraw its bid, either personally or by
telegraphic or written request received by the District at any time prior to the
scheduled closing time for receipt of bids.
B. After Bid Opening:
1. A bidder may withdraw its bid after the opening of bids providing the bidder can
establish to the District's satisfaction that a mistake was made in preparing the
bid as provided in the California Public Contracts Code.
a. A bidder desiring to withdraw its bid shall give written notice to the District
within five (5) business days after opening of bids specifying in detail how
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the mistake occurred and how the mistake made the bid materially
different than it was intended.
b. Withdrawal will be permitted for mistakes made in filling out the bid and
will not be permitted for mistakes resulting from errors in judgment or
carelessness in inspecting the site of Work or in reading the Contract
Documents.
3.16 BIDDING PROTEST PROCEDURES
A. Time for Submitting Protests: .A protest regarding Bid opening procedures, Bids, or
the selection of the Successful Bidder shall be submitted in writing, by the
protesting Bidder to the District, so that the protest is received by the District within
7 calendar days after Bid opening.
B. Protests shall include a clear detail of the reason for the protest and the remedies
sought by the Bidder submitting the protest.
C. The District will issue a response within 7 calendar days after receipt of a protest.
D. As condition precedent for litigation on matters covered under this Part 3.16, Bidder
shall have filed a protest and allowed time for the District's response in accordance
with preceding paragraphs A. through C.
E. These bidding protest procedures are also posted on the District's website at the
following address http://stpud.us/doing-business/construction-projects/construction-
proiect-bids/
3.17 CONSTRUCTION SCHEDULE AND SCHEDULE OF VALUES
A. The bidder selected by the District shall be required to prepare and submit a
construction schedule in accordance with Section 01 32 00, Construction Progress
Documentation.
B. Likewise, if the Basis for the Bid was Lump Sum, as defined in Part 2.07 herein,
then the successful bidder may be required by the District to submit a schedule of
values for the lump sum bid items, providing a breakdown of costs of which the
lump sum bid items are comprised.
3.18 CONTRACT DOCUMENTS TO SUCCESSFUL BIDDER
A. Sets Free of Charge: The bidder to whom award is made may obtain three (3) sets
of Contract Documents for the Work at no extra cost.
B. Additional Sets: Additional sets may be purchased at the cost of reproduction.
C. The Contractor shall have no' claim for excusable delay on account of the failure of
the Engineer to deliver such Contract Documents unless the Engineer shall have
failed to deliver the same within two weeks after receipt of the Notice of Award.
END OF SECTION
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SECTION 00 30 00
INFORMATION AVAILABLE TO BIDDERS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes: This Section references site information shown in the Contract
Documents (i.e. existing utility locations) prepared for the District's purposes and
made available to the Bidders and the Contractor for his information. Such site data
is not a part of the Contract Documents notwithstanding its being bound with them
or listed as among their contents.
PART 2 REQUIREMENTS
2.01 RESPONSIBILITY FOR ACCURACY OF SITE DATA
A. Except as indicated in Section 01 73 00, Part 2.05, the Contractor is responsible for
accuracy of site data; the District and Design Engineer do not guarantee their
accuracy, nor their adequacy, nor their correctness, nor that data is representative
of all conditions the Contractor may encounter on the project site and makes no
representation as to their correctness.
B. The Bidders and Contractor shall assume responsibility for results of acting on
conclusions he draws from this data. If they choose not to accept such
responsibility, they shall employ their own experts to determine additional
information and they shall be responsible for results of acting on conclusions they
draw from information obtained on their own initiative.
END OF SECTION
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SECTION 00 41 00
BID FORMS
BID TO
SOUTH TAHOE PUBLIC UTILITY DISTRICT
for the Construction of
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2
DOCUMENTS IN THIS SECTION CONSTITUTE THE BID FORMS. BIDDERS ARE TO
COMPLETE AND ATTACH THE DOCUMENTS CONTAINED IN THIS SECTION AS
INSTRUCTED IN SECTION 00 20 00, INSTRUCTIONS FOR BIDDERS, AND SUBMIT THE
COMPLETED BID PROPOSAL PACKAGE IN ITS ENTIRETY ELECTRONICALLY PRIOR TO
THE BID DEADLINE. BIDDER IS REQUIRED TO SUBMIT THE ORIGINAL DOCUMENTS
CONTAINED IN THIS SECTION WITHIN THE TIME STATED IN SECTION 00 10 00,
SOLICITATION — INVITATION TO BID (SEE SECTION 00 20 00, INSTRUCTIONS FOR
BIDDERS, PART 2.03)
Name of
Bidder:
Business
Address:
Phone No:
To South Tahoe Public Utility District:
Pursuant to and in compliance with your Notice Inviting Bids and the other documents relating
thereto,the undersigned, Bidder, being fully familiar with the terms of the Contract Documents, local
conditions affecting the performance of the Contract, the character, quality, quantities, and the
Scope of the Work, the cost of the Work at the place where the Work is to be done, hereby
proposes and agrees to perform within the time stipulated in the Contract, including all of its
component parts and everything required to be performed, and to furnish any and all of the labor,
material, tools, equipment, transportation,services, permits, utilities,and all other items necessary to
perform the Contract and complete in a workmanlike manner, all of the Work required in connection
with the construction of said Work, all in strict conformity with the Specifications and other Contract
Documents, including Addenda Nos. for the prices
hereinafter set forth.
Bids that are submitted via the District's electronic bidding system at the time set for opening of Bids
shall be irrevocable, and may not be withdrawn for a period of sixty(60) days after the date set for
the opening of the bids except as noted in Section 00 20 00, Part 3.14.
ELECTRONIC BID SCHEDULE PRICES:
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All applicable sales taxes, State and/or Federal and any other special taxes, patent rights, or
royalties are included in the prices quoted in this Bid.
The quantities specified are the DISTRICT's estimates and are approximate only, being given as a
basis for the comparison of Bids. The DISTRICT does not, expressly or by implication, agree that
the actual amount of work will correspond therewith. The total amount bid will be used to determine
the lowest, responsive, responsible, Bidder.
Payment for each item will be based on the actual quantity of work performed times the item unit
contract price. Determinations of the actual quantities and classifications of unit price work
performed by the CONTRACTOR will be made by the DISTRICT and may be more or less than the
specified, estimated quantities. Unless otherwise indicated in the Bid Item Descriptions, the unit
price shall be valid for actual quantities up to 25% more than or less than the bid quantity.
All representations made by Bidder in this Bid are made under penalty of perjury.
DATED: BIDDER:
BY:
SIGNATURE
TITLE:
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INFORMATION REQUIRED OF BIDDER
DEPARTMENT OF INDUSTRIAL RELATIONS REGISTRATION:
Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code
sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of
Industrial Relations.
Contractor DIR Registration Number:
LIST OF SUBCONTRACTORS:
The Bidder shall list in the space provided, the name and the location of the place of business of
each Subcontractor who will perform work or labor or render service to the prime CONTRACTOR in
or about the construction of the work or improvement, or a Subcontractor licensed by the State of
California who, under subcontract to the prime CONTRACTOR, specially fabricates and installs a
portion of the work or improvement according to detailed drawings contained in the plans and
specifications, in an amount in excess of one-half of one percent of the prime contractor's total bid
or, in the case of bids or offers for the construction of streets or highways, including bridges, in
excess of one-half of one percent of the prime CONTRACTOR'S total bid or ten thousand dollars
($10,000), whichever is greater. The Bidder shall list the Subcontractor's License Number and, in
accordance with Labor Code Section 1725.5 and 1771.1, the Subcontractor's Department of
Industrial Relations Registration Number. The Bidder shall also list the portion of the work that will
be done by each Subcontractor under this Contract. The prime CONTRACTOR shall list only one
SUB-CONTRACTOR for each portion as is defined by the prime contractor in his or her bid. Failure
to list subcontractors with portions of the Work in excess of the minimum amounts listed above
constitutes a declaration by the CONTRACTOR that it is qualified and able to self-perform the work.
Any CONTRACTOR found to be unqualified or unable to self-perform any part of the Work not listed
below may be disqualified. The Bidder's attention is directed to the provisions of Section 00 73 00,
Supplemental Conditions, Part 2.06, entitled Subcontracts.
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ATTACH ADDITIONAL PAGES, IF NECESSARY
Work to be Performed Subcontractor's License # Subcontractor's DIR Percent of Subcontractor's Name and
Registration # Total Contract Address
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
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EQUIPMENT/MATERIAL SUPPLIER LIST:
The Bidder shall indicate below which Supplier the Bidder intends to use to furnish under the Bid
each item of equipment or material listed on this form bywriting the supplier's name.. Unless the use
of alternatives for a particular item has been restricted by these Contract Documents, the Bidder
may list any manufacturer whose product meets all of the requirements and technical criteria
specified. The listing of more than one supplierfor each equipment/material to be furnished with the
words "and/or" will not be permitted.
Equipment/Material Supplier Manufacturer
1. 150,000 Gallon Bolted Steel,
Factory Coated, Water Tank
2. Aluminum Dome Roof
3. Cathodic Protection System
4. Duckbill/Backflow Valve
5. Tank Mounted
Communication/
Instrumentation Cabinet
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BIDDER'S GENERAL INFORMATION:
The Bidder shall furnish the following information. Additional sheets shall be attached as required.
Failure to complete Item Nos. I through 7, at the time of bid submittal will cause the bid to be non-
responsive and may cause its rejection. Bidders shall submit Item Nos. 8 and 9 if requested by the
OWNER prior to award of contract. No award will be made until all of the Bidder's General
Information (i.e., Items I through 7, inclusive and Items 8 and 9, if requested) is delivered to and
accepted by the OWNER.
(1) Contractor's Name and Address:
(2) Contractor's Telephone Number:
(3) Contractor's License: Primary Classification
State License No.
Expiration Date:
Supplemental Classifications held, if any:
Name of Licensee, if different from (1) above:
(4) Name of person who inspected site or proposed Work for your firm:
Name: Date of Inspection:
(5) Name, address, and telephone number of surety company and agent who will provide the
required bonds on this contract:
(6) Complete and sign the "Noncollusion Declaration" on Page 004100-9 as required by
California Public Contract Code Section 7106.
(7) List three projects completed as of recent date involving work of similar type and complexity:
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Name, address, telephone
Project Contract Price # of OWNER
1.
2.
3.
4.
5.
(8) The experience resume of the person who will be designated chief construction
superintendent or on-site construction manager.
(9) A financial statement, references, and other information,sufficiently comprehensive to permit
an appraisal of Contractor's current financial condition. The financial statement shall be in
accordance with Section 00 20 00, Part 3.01.D.
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NONCOLLUSION DECLARATION TO BE EXECUTED
BY
BIDDER AND SUBMITTED WITH BID
The undersigned declares:
I am the (Position)of (Firm),the party
making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The bid is genuine and not collusive or sham.
The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham
bid. The bidder has not directly or indirectly colluded,conspired,connived, or agreed with any bidder
or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner,
directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid
price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price,
or of that of any other bidder. All statements contained in the bid are true. The bidder has not,
directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof,
or divulged information or data relative thereto, to any corporation, partnership, company,
association, organization, bid depository, or to any member or agent thereof, to effectuate a
collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership,joint
venture, limited liability company, limited liability partnership, or any other entity, hereby represents
that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true
and correct and that this declaration is executed on [date],at [city],
[state].
Signature of Declarer
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California Subscribed and sworn to (or affirmed) before me
This day of , 20 ,
County of
(name of signor)
proved to me on the basis of satisfactory evidence
to be the person who appeared before me.
(Seal) Signature of Notary
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BID BOND
KNOW ALL MEN BY THESE PRESENTS,
That as Principal,and
as Surety, are held and firmly
bound unto SOUTH TAHOE PUBLIC UTILITY DISTRICT, hereinafter called "OWNER,"in the sum
of dollars, (Not less than 10 percent of the
total amount of Bid)
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.
WHEREAS, said Principal has submitted a Bid to said OWNER to perform the WORK required
under the bidding schedule(s) of the OWNER's Contract Documents entitled: Keller-Heavenly
Water System Improvements Project, Phase 2.
NOW, THEREFORE, if said Principal is awarded a contract by said OWNER and, within the time
and in the manner required in the"Notice Inviting Bids"and the"Instructions to Bidders"enters into
a written Agreement on the form of agreement bound with said Contract Documents, furnishes the
required certificates of insurance,and furnishes the required Performance Bond and Payment Bond,
then this obligation shall be null and void, otherwise it shall remain in full force and effect.
FURTHERMORE, Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration or addition to the terms of the Contract Documents shall in affect its
obligation under this bond, and Surety does hereby waive notice of such changes.
In the event suit is brought upon this bond by said OWNER and OWNER prevails, Surety shall pay
all costs incurred by said OWNER in such suit, including attorney's fees and costs..
SIGNED AND SEALED, this day of, 20_
(Principal)
(Signature for Principal) (Title)
Surety
(Signature for Surety) (Title)
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Surety's address in California for service of process:
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA )
) SS.
COUNTY OF )
On before me, personally
appeared , who proved to me on the basis of satisfactory
evidence to be the person(s)whose name(s) is/are subscribed to the within instrument as the
representative of the Surety acknowledged to me that he/she executed the same in his/her
authorized capacity, and subscribed the name of the (Surety)
thereto and his/her own name as the representative of the Surety.
I certify under penalty of perjury under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Notary Public in and for said State
(SEAL)
Commission expires:
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must
be attached hereto.
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ACKNOWLEDGMENT OF INSURANCE REQUIREMENTS
This Document Must Be Fully Executed By Contractor
and Submitted With The Bid
The following insurance requirements have been adopted by The South Tahoe Public Utility District
hereinafter designated the "OWNER," and shall be applicable to this Contract.
Insurance Requirement Summary
The CONTRACTOR shall furnish, prior to Notice to Proceed, Insurance Certificates and
Endorsements as set forth in Section 00 20 00, Part 2.08.D and Section 00 73 00, Supplementary
Conditions, Part 2.01. No other insurance documents shall be accepted in substitution of, nor in
addition to, those set forth in Section 00 20 00, Instructions for Procurement. Insurance
requirements and coverage will be in accordance with Section 00 73 00, Supplementary Conditions,
Part 2.01.
The CONTRACTOR shall not commence work underthis Contract until all insurance required under
this heading is obtained in a form acceptable to OWNER, nor shall the CONTRACTOR allow any
Subcontractor to commence work on a subcontract until all insurance required of the Subcontractor
has been obtained.
I, the
(Insert Title)
of
(Name of Company or Corporation or Owner)
certify that the Insurance Requirements Summary has been read and understood and that as a
material consideration of our bid, we are able to provide the document and coverage specified.
Signature of President, Secretary,
Manager, Owner, or Representative
Date:
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CERTIFICATION BY CONTRACTOR'S INSURANCE BROKER
This Document Must be Fully Executed By Contractor's
Insurance Broker and Submitted With the Bid
I, am an authorized representative of
(Individual's name and brokerage name)
This company is the insurance broker
(Insurance Company)
for ("Contractor").
(Contractor)
By my signature below, I hereby attest to the following:
1. I have reviewed the insurance requirements for the South Tahoe Public Utility
District's Keller-Heavenly Water System Improvements Project, Phase 2 ("Project"), including
the requirements set forth in Section 00 73 00, Supplementary Conditions, Part 2.01 of the Contract
Documents.
2. The Contractor is eligible to be insured for the policies necessary to satisfy the
insurance requirements for the Project.
This certification is not intended to be binding of coverage and does not modify and/or alter the
terms and conditions of the insurance policies issued to Contractor.
Date:
(Signature of authorized representative)
for
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California )
) ss.
County of )
On before me, personally appeared
, who proved to me on the basis of satisfactory evidence to be the
person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they
executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the
instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal.
Notary Public
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DESCRIPTION OF BID ITEMS
The Bid Schedule includes the work to Keller-Heavenly Water System Improvements Project,
Phase 2, including the one year warranty period on parts, labor, and materials.
General Note: Distances and measurements, except elevations and structural dimensions, shall
be made on horizontal planes.
Bid Schedule items 1 through 5 are presented to indicate major categories of work for the purpose
of comparative bid analysis and payment breakdown for monthly progress payments. Bid Items are
not intended to be exclusive descriptions of the work categories. The CONTRACTOR shall
determine and include in his pricing all materials, labor, and equipment necessary to complete each
Bid Item (work phase) as shown and specified in the Contract Documents whether specifically
described in the following or not.
Bid Item 1 - Mobilization and Demobilization: includes, but is not limited to: obtaining of bonds,
insurance and financing, movement of equipment, materials and personnel to and from the job site,
supervision, certificates, permits, submittals and RFIs, utilities, site maintenance, cleanup, dust
control and work incidentals to the contract not specifically identified under the remaining items or
costs incurred prior to beginning work and after completion of work on the various contract items.
The cost for this item shall not exceed 10 percent (10%) of the total bid without documented
justification, nor shall the CONTRACTOR submit for payment of all of the funds under this item until
demobilization has been completed.
The CONTRACTOR's payment for this item shall be by the lump sum.
Bid Item 2 - Erosion Control: includes, but is not limited to: installing, protecting and removal of
BMPs, with measures acceptable to the District and governing agencies (filter fences have been
used in the past, straw bales are no longer acceptable), inspecting and maintaining BMPs on a
regular basis during the course of the work, dewatering of trenches, placing stockpiled materials in
areas that are not subjected to washout, flooding, or natural drainage areas. Also, meeting the
requirements of the Tahoe Regional Planning Agency permit and all labor,tools, materials,and work
incidentals to the contract not specifically identified. Copies of the permit are on file at the DISTRICT
offices.
The CONTRACTOR'S payment for this item shall be by the lump sum.
Bid Item 3-Traffic Control: includes, but is not limited to: preparing an adequate traffic control
plan, and maintaining proper traffic control measures during construction.
The CONTRACTOR'S payment for this item shall be by the lump sum.
Bid Item 4—New 150,000 Gallon Bolted Steel Tank w/Aluminum Dome Roof: Bid item 4 includes,
but is not limited to:full compensation for all labor, equipment,tools,supplies and materials required
to complete this item, including, but not limited to, design,furnish, and erect the new 150,000 gallon
bolted steel water storage tank, aluminum dome roof, provisions for cathodic protection,tank piping
and connections, anchorage if required, and all tank appurtenances in accordance with the Plans
and Specifications. This item shall include design of the tank and aluminum dome roof, and
provision of all calculations, including venting calculations.
This item shall include interior and external coating and disinfection which includes, but is not limited
to, surface preparation, sandblasting, scaffolding, protective equipment, prime manufacturer and
coating and all materials and equipment required to apply the coating safely and to meet factory and
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17
AWWA specifications. Heating/cooling and dehumidification equipment, if necessary, shall be
included in this bid item.
This item shall also include exterior coating of both the tank and roof,which price shall constitute full
compensation for all labor, equipment, tools, supplies and materials required to complete this item,
including, but not limited to, surface preparation, sand blasting, scaffolding, protective equipment,
paint, installation, testing, tenting, heating, dehumidification, accessories and associated items
required to provide a complete item as indicated on the plans and specified herein.
The CONTRACTOR'S payment for this item shall be by the lump sum.
Bid Item 5 — Cathodic Protection System: Bid Item 5 includes, but is not limited to: providing and
installing cathodic protection components, coordination with tank manufacturer, initial and final
installation (following the one-year tank inspection, including cleaning and disinfection), and all
accessories and appurtenances required for a complete system in accordance with the drawings
and specifications.
The CONTRACTOR'S payment for this item shall be by the lump sum.
END OF SECTION
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18
CONSTRUCTION OF
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2
FOR
SOUTH LAKE TAHOE PUBLIC UTILITY DISTRICT
THE BID SCHEDULE IS TO BE COMPLETED ELECTRONICALLY IN THE ELECTRONIC
BIDDING SYSTEM AMD IS INCLUDED HERE FOR INFORMATION PURPOSES ONLY.
BID SCHEDULE: (Refer to Bid Descriptions for a more detailed description for each of the
following bid items)
Item Description Approx. Unit
No. Quantity Price Amount
1. Mobilization and demobilization (Not to
exceed 10% of the Total Bid, exclud'
this item
2. Erosion Control
3. Traffic Control
4. New 150,000 Gallon Bolt e LS
Aluminum Dome Roof
5. Cathodic Protectio LS
The Total Bid shall b e he bove bid it y ing\40061er the total
amount for each bi r c with the r q e s o ection 00 20 00, Part
2.06.B. The sum I e ounts shal a b' and inserted, both
in words and < i s ction.
Total Bid a le O
ch ritten in w s.
\<z
THE BID SCHED E ETED ELECTRONICALLY IN THE ELECTRONIC
BIDDING SY S CL ED HERE FOR INFORMATION PURPOSES ONLY.
END OF BID SCHEDULE
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 BID FORMS
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SECTION 00 52 00
FORMAL CONTRACT
THIS Contract, is made and entered into this day of
2021, by and between
hereinafter referred to as "Contractor," and South Tahoe Public Utility District, El Dorado
County, California, hereinafter referred to as "District".
WITNESSETH
That for and in consideration of the promises and agreements hereinafter made and exchanged,
the District and the Contractor agree as follows:
1. That the Contractor will furnish all labor, materials, equipment, tools, transportation,
services, appliances, and appurtenances for the construction of the Keller-Heavenly
Water System Improvements Project, Phase 2 n accordance with the Contract
Documents therefore, adopted by the Board of Directors of the above District, as
prepared in part by Farr West Engineering of Reno, NV.
2. That the District will pay the Contractor progress payments and the final payment in
accordance with the method set forth in the Contract Documents with warrants drawn on
the appropriate fund or funds as required, according to the prices as bid and accepted,
based upon the Plans, Specifications, and Addenda, as follows:
Total Bid - $ Dollars and Cents.
3. Contractor agrees to complete said work, following the issuance of the Notice to
Proceed, by (or approved extensions thereof) and to the entire satisfaction
of the District before final payment is made. Contractor also agrees that all construction
activities requiring excavation, earthwork or soil material removal shall occur between
May 1, 2022 and October 15, 2022 (167 calendar days) in accordance with requirements
5/13/2021 SECTION 00 52 00
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1
of the Tahoe Regional Planning Agency (TRPA) and to the entire satisfaction of the
DISTRICT before final payment is made.
4. Time is of the essence of this Contract.
5. That pursuant to the provisions under Part 2.04, Contract Time and Liquidated
Damages, of Section 00 72 00, General Conditions, of these Contract Documents, under
this Contract, the Contractor will incur fixed and liquidated damages for delays in
completion of the Work.
6. That the Contractor will pay, and will require all Subcontractors to pay, all employees on
said work a salary or wage at least equal to the prevailing salary or wage established for
such work as set forth in the wage determinations and wage standards applicable to this
work, as contained in or referenced by the Contract Documents for this work.
7. That the Contractor shall forfeit to the District a daily penalty, as defined in Section 00 73
00, Part 2.09 of this Contract, for underpayment of prevailing wages.
8. That the Contractor shall keep accurate certified payroll records, and produce them as
required by Part 2.09 of Section 00 73 00 of these Contract Documents.
9. That in the performance of this Contract, a day's work has been defined in Section 00 73
00, Part 2.11, and a daily penalty shall be paid if Contractor violates the terms of the
Labor Code with respect to such definition, as described in Section 00 73 00, Part 2.11.
10. That the Contractor shall carry California Worker's Compensation Insurance and require
all Subcontractors to carry California Worker's Compensation Insurance as required by
the Labor Code of the State of California.
11. The Contractor shall, prior to the execution of the Contract, furnish all insurance policies
as required in Section 00 73 00, Supplemental Conditions, Part 2.01, and furnish two
bonds approved by the DISTRICT, one in the amount of One Hundred (100) Percent of
the Contract price to guarantee payment of all claims for labor and materials furnished.,
one in the amount of One Hundred (100) Percent of the Contract price to guarantee
5/13/2021 SECTION 00 52 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 FORMAL CONTRACT
2
performance. This Contract shall not become effective until such bonds and policies are
supplied to and approved by the DISTRICT.
12. This Formal Contract reference includes the Contract Documents, which includes the
following:
Solicitation — Notice Inviting Bids
Instructions to Bidders
Information Available to Bidders
Electronic Bid Schedule
Bid Form
Formal Contract
Bond Forms
Project Definitions
General Conditions
Supplementary Conditions
General Requirements
Technical Specifications
Addenda
Plans and Drawings
Approved and fully executed Change Orders
Any other documents contained in or incorporated into the Contract, except as otherwise
indicated.
The Contractor shall complete the Work in strict accordance with all of the Contract Documents,
following the intent and coordination of said documents set forth in Section 00 72 00, General
Conditions. Each and every provision of law required to be included in these Contract
Documents shall be deemed to be included in these Contract Documents.
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 FORMAL CONTRACT
3
IN WITNESS WHEREOF, the said CONTRACTOR and the South Tahoe Public Utility District,
have caused the names of said parties to be affixed hereto, each in duplicate, the day and year
first above written.
SOUTH TAHOE PUBLIC UTILITY DISTRICT
Contractor
By By
Title
Address for Giving Notice: Address for Giving Notice:
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 MEADOW CREST DRIVE
SOUTH LAKE TAHOE, CA 96150
ATTEST:
Melonie Guttry, Clerk of Board
South Tahoe Public Utility District
CONTRACTOR'S LICENSE NO:
CONTRACTOR'S LICENSE EXPIRATION
DATE:
CONTRACTOR'S FEDERAL I.D.#:
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 FORMAL CONTRACT
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WORKER'S COMPENSATION CERTIFICATE
(AS REQUIRED BY SECTION 1861 OF THE CALIFORNIA LABOR CODE)
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.
CONTRACTOR:
BY:
TITLE:
END OF SECTION
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SECTION 00 61 00
BONDFORMS
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS, THAT,WHEREAS,the South Tahoe Public Utility
District, El Dorado County, California, hereinafter designated the "Owner," has, on
2021 awarded to
hereinafter designated as the"Principal,"a
contract for the construction of Keller-Heavenly Water System Improvements Project, Phase 2 .
WHEREAS,the work to be performed by the Contractor is more particularly set forth in the Contract
Documents for the Project date , (hereinafter referred to as "Contract
Documents"),the terms and conditions of which are expressly incorporated herein by reference;and
WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the
faithful performance of said contract:
NOW, THEREFORE, WE, the Principal, and
as
Surety, are held and firmly bound unto the Owner the penal sum of
dollars($ )lawful money of the United States, not less than one hundred percent
(100%) of the Contract price, for the payment of which sum well and truly to be made, we bind
ourselves, our heirs, executors, administrators, and successors,jointly and severally,firmly by these
presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bound Principal, or its heirs,
executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well
and truly keep and faithfully perform the covenants, conditions, and agreements in the said contract
and any alterations made as therein provided, on its or their part, to be kept and performed at the
time and in the manner therein specified, and in all respects according to their true intent and
meaning, and shall indemnify and save harmless, Owner and Engineer their officers, agents, and
employees as therein stipulated,then this obligation shall become null and void;otherwise it shall be
and remain in full force and virtue and Principal and Surety, in the event suit is brought on this bond,
will pay to Owner such reasonable attorney's fees as shall be fixed by the court.
As a condition precedent to the satisfactory completion of the said contract, the above obligation in
the said amount shall hold good for a period of 1 year after the completion and acceptance of the
Work, during which time if the above bound Principal, its heirs, executors, administrators,
successors, or assigns shall fail to make full, complete, and satisfactory repair and replacements or
totally protect said Owner from loss of damage made evident during said period of one yearfrom the
date of acceptance of the work under said contract, and resulting from or caused by defective
materials or faulty workmanship in the prosecution of the work done,the above obligation in the said
amount shall remain in full force and effect. However, anything in this paragraph to the contrary
notwithstanding, the obligation of the Surety hereunder shall continue so long as any obligation of
the Principal remains. Nothing herein shall limit the Owner's rights or the Principal or Surety's
obligations under the Contract, law or equity, including, but not limited to, California Code of Civil
Procedure §337.15.
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1
Whenever Contractor shall be, and is declared by the Owner to be, in default under the Contract
Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall
promptly at the Owner's option: (1)take over and complete the Project in accordance with all terms
and conditions in the Contract Documents; or (2) obtain a bid or bids for completing the Project in
accordance with all terms and conditions in the Contract Documents and upon determination by
Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder,
the Surety and the Owner, and make available as work progresses sufficient funds to pay the cost of
completion of the Project, less the balance of the contract price, including other costs and damages
for which Surety may be liable; or (3) Permit the Owner to complete the Project in any manner
consistent with California law and make available as work progresses sufficient funds to pay the cost
of completion of the Project, less the balance of the contract price, including other costs and
damages for which Surety may be liable. The term "balance of the contract price" as used in this
paragraph shall mean the total amount payable to Contractor by the Owner under the Contract and
any modification thereto, less any amount previously paid by the Owner to the Contractor and any
other set offs pursuant to the Contract Documents.
And the said Surety, for value received, hereby stipulates and agrees that no change, extension of
time, alteration, or addition to the terms of the contract or to the work to be performed thereunder or
the specifications accompanying the same shall, in anyway, affect its obligations on this bond, and
it does hereby waive notice of any such change, extension of time, alteration, or addition to the
terms of the contract or to the work or to the specifications. Said Surety hereby waives the
provisions of Sections 2819 and 2845 of the Civil Code of the State of California.
As a part of the obligation secured hereby and in addition to the amount specified therefor, there
shall be included costs and reasonable expenses and fees, including reasonable attorney's fees,
incurred by Owner in successfully enforcing such obligation, all to be taxed as costs and included in
any judgment rendered.
Whenever the Principal shall be, and declared by the Owner, in default under the Contract, the
Surety shall promptly remedy the default or promptly pay the amount of the bond to the Owner.
IN WITNESS WHEREOF, the above parties have executed this instrument this
day of , the name of each corporate
party being hereto affixed and these presents duly signed by its undersigned representative,
pursuant to authority of its governing body.
(Principal)
(Signature for Principal) (Title)
Surety
(Signature for Surety) (Title)
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 BOND FORMS
2
Surety's address in California for service of process:
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA )
) SS.
COUNTY OF )
On before me, personally
appeared , who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument as the
representative of the Surety acknowledged to me that he/she executed the same in his/her
authorized capacity, and subscribed the name of the (Surety)
thereto and his/her own name as the representative of the Surety.
I certify under penalty of perjury under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Notary Public in and for said State
(SEAL)
Commission expires:
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must
be attached hereto.
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PAYMENT BOND
KNOW ALL PERSONS BY THESE PRESENTS, THAT, WHEREAS, the South Tahoe Public
Utility District, El Dorado County, California, hereinafter designated the "Owner", has, on
, awarded to
hereinafter designated as the "Principal," a contract for the construction of the Keller-Heavenly
Water System Improvements Project, Phase 2
WHEREAS, said Principal is required under the terms of said contract to furnish a bond providing
that if said Principal, or any of its Subcontractors, shall fail to pay for any materials, provisions, or
other supplies used in, upon, for, or about the performance of the work under said contract, or for
any work or labor done thereon of any kind, the Surety of this bond will pay the same to the extent
hereinafter set forth:
NOW, THEREFORE, WE, the Principal, and
as Surety,
are held and firmly bound unto the Owner the penal sum of
dollars ($ ) lawful money of the United States, for the payment of which sum well
and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors,
jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bound Principal, or its heirs,
executors, administrators, successors, or assigns, shall fail to pay any person specified in California
Civil Code Section 9100, or for any materials, provisions, or other supplies used in, upon, for, or
about the performance of the work under said contract, or for any work or labor thereon of any kind
or for any amount due under the Unemployment Insurance Code with respect to work or labor
performed under said contract, or for any amounts required to be deducted,withheld,and paid over
to the Employment Development Department or Franchise Tax Board from the wages of employees
of the Principal and his subcontractors pursuant to the Revenue and Taxation Code§18663,or with
respect to any work or labor for which a bond is required by the provisions of Section 9550,
inclusive, of the California Civil Code, and provided that the persons, companies,or corporations so
furnishing said materials, provisions, or other supplies, appliances, or power use, in, upon, for, or
about the performance of the work under said contract, or any person who performs work or labor
upon same, or any person who supplies both work and materials, thereto, shall have complied with
the provisions of said Civil Code, then said surety will pay the same in or to an amount not
exceeding the amount hereinbefore set forth, and also will pay in case suit is brought upon this
bond, such reasonable attorney's fees to Owner as shall be fixed by the court.
This bond shall inure to the benefit of Owner and any and all persons, companies, and corporations
and their respective assigns entitled to file claims under applicable State law, including but not
limited to, California Civil Code Section 9100, so as to give a right of action to them or their assigns
in any suit brought upon this bond.
And the said Surety, for value received, hereby stipulates and agrees that no change, extension of
time, alteration, or addition to the terms of said contract or to the work to be performed thereunder or
to the specifications accompanying the same shall, in any way, affect its obligations on this bond,
and it does hereby waive notice of any such change, extension of time, alteration, or addition to the
terms of the contract or to the work or to the specifications. Said Surety hereby waives the
provisions of Sections 2819 and 2845 of the Civil Code of the State of California.
5/13/2021 SECTION 00 61 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 BOND FORMS
5
It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released
from the obligation of this bond by any fraud practiced by any third party nor by any breach or
alleged breach by the Owner, and the sole condition of the surety's obligation is that a person listed
in Civil Code §9100 has not received full payment on its claim.
As a part of the obligation secured hereby and in addition to the amount specified therefor, there
shall be included costs and reasonable expenses and fees, including reasonable attorney's fees,
incurred by Owner in successfully enforcing such obligation, all to be taxed as costs and included in
any judgment rendered.
IN WITNESS WHEREOF, the above parties have executed this instrument under their seals this
day of , the name and corporate seal of each
corporate party being hereto affixed and these presents duly signed by its undersigned
representative, pursuant to authority of its governing body.
(Principal)
(Signature for Principal) (Title)
Surety
(Signature for Surety) (Title)
Surety's address in California for service of process:
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA )
) SS.
COUNTY OF )
5/13/2021 SECTION 00 61 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 BOND FORMS
6
On before me, , personally
appeared , who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument as the
representative of the Surety acknowledged to me that he/she executed the same in his/her
authorized capacity, and subscribed the name of the (Surety)
thereto and his/her own name as the representative of the Surety.
I certify under penalty of perjury under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Notary Public in and for said State
(SEAL)
Commission expires:
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must
be attached hereto.
END OF SECTION
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SECTION 00 71 00
CONTRACTING DEFINITIONS
PART1 GENERAL
1.01 SUMMARY
A. Wherever the following abbreviations and terms, or pronouns in place of them, are
used in the Contract Documents but not otherwise defined therein, the intent and
meaning shall be interpreted as provided below.
B. If an abbreviation on a drawing is not explained in the Contract Documents, it shall
be as explained in ANSI Y1.1.
C. The interpretation of abbreviations shall consider the context or discipline in which
they are used, for example:
1. FF usually means "finish floor" when referring to a floor slab.
2. FF usually means "flat face" when referring to a pipe flange.
D. Titles of Sections and Parts: Captions accompanying specification sections and
parts are for convenience of reference only, and do not form a part of the
Specifications.
PART 2 ABBREVIATIONS
The following abbreviations may be used in the Contract Documents:
"Bureau" - United States Bureau of Reclamation
"State" - State of California
"State Standard Specifications" - Standard Specifications issued by the State of
California Business and Transportation Agency, Department of Transportation. Dated
January 1984, and as amended, unless a specific edition is referenced.
"TRPA" —Tahoe Regional Planning Agency
"RWQCB" — Regional Water Quality Control Board, Lahontan Region
PART 3 DEFINITIONS
Acceptance - The formal written acceptance by the District of the entire Contract
which has been completed in all respects in accordance with the Specifications and
any approved modifications. The formal written acceptance will be entitled "Notice
of Completion and Release of Claims" (standard form will be provided by the
District).
Bid - The offer of the bidder for the work when made out and submitted on the
prescribed bid form, properly signed and guaranteed.
Bid Bond - The cash, cashier's check, certified check, or bidder's bond
accompanying the bid submitted by the bidder, as a guarantee that the bidder will
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1
enter into a Contract with the District for the performance of work herein described
(may also be referred to as bidders security).
Bidder-Any individual, firm, partnership or corporation submitting a bid for the work
contemplated, and acting directly or through a duly authorized representative.
Board of Directors or Board - The Board of Directors of the South Tahoe Public
Utility District.
Claim - A separate demand by the Contractor for (i) a time extension, (ii) payment of
money or damages arising from work done by or on behalf of the Contractor
pursuant to the contract for a public work and payment of which is not otherwise
expressly provided for or the claimant is not otherwise entitled to, or (iii) an amount
the payment of which is disputed by the District.
Contract - The written agreement covering the performance of the work and the
furnishing of labor, materials, tools and equipment in the construction of the work.
The Contract shall include all Contract Documents and supplemental agreements
amending or extending the work contemplated which may be required to complete
the work in a substantial and acceptable manner. Supplemental agreements are
written agreements covering alterations, amendments or extensions to the Contract
and include Addenda and Contract Change Orders. Said Contract shall also contain
obligatory language to compensate the Contractor in an amount and times set forth
herein.
Contract Documents - The Contract Documents are any or all of the documents
listed in Item 12 of the Contract.
Contractor-The person or persons, firm, partnership or corporation or other entity
who has entered into the Contract with the District to perform the work.
County - County of El Dorado, California.
Date of Execution of the Contract - The date on which the Contract is signed by the
DISTRICT's authorized representative. Notice of Award shall be issued pursuant to
the provisions of the Contract. Acceptance of Award and compliance with provisions
of Notice of Award shall be completed by Contractor no later than the fifteenth day
after notice.
Datum -The figures given in the Specifications or upon the drawings after the word
"Elevation" or an abbreviation of it shall mean District provided information.
Days - Unless otherwise designated, days as used in the Contract Documents shall
mean calendar days, and is defined as every day appearing on the calendar.
Design Engineer-The person, firm or corporation, including its principals, agents,
and employees, designated by the District to prepare drawings and specifications
for the work. Farr West Engineeringis the design engineer for the preparation of the
Keller-Heavenly Water System Improvements Project, Phase 2
District - The South Tahoe Public Utility District, may also be referred to as the
Owner and/or STPUD.
Engineer- Person or firm retained by the District, or the person designated by the
District, as its Architectural or Engineering representative during the course of
construction, acting either directly or through properly authorized agents, such
agents acting within the scope of the particular duties delegated to them.
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His - "His" shall include "her" and "its".
OWNER- The South Tahoe Public Utility District, may also be referred to as the
DISTRICT and/or STPUD.
Plans or Specification Drawings - The term "Plans or Specification Drawings" refers
to the official Plans, profiles, cross sections, elevations, details, and other working
drawings and supplementary drawings, or reproductions thereof, signed by the
Engineer, which show the location, character, dimensions, and details of the work to
be performed. Plans may either be bound in the same book as the balance of the
Contract Documents or bound in separate sets, and are a part of the Contract
Documents, regardless of the method of binding.
Specifications -The term "specifications" refers to the terms, provisions, and
requirements contained herein. Where standard specifications, such as those of
"ASTM", "AASHTO", etc. have been referred to, the applicable portions of such
standard specifications shall become a part of these Contract Documents.
STPUD - The South Tahoe Public Utility District (STPUD), may also be referred to
as the District and/or Owner.
Substantial completion - the stage in the progress of the Work when the Work (or a
portion thereof designated by the Contract Documents or in writing by the Owner) is
sufficiently complete in accordance with the Contract Documents so that the Owner
can occupy or utilize the Work for its intended use.
Subcontractors - The term "Subcontractor", as employed herein, includes only those
having a direct contract with the Contractor and it includes one who furnishes
material worked to a special design according to the Plans or Specifications of this
work, but does not include one who merely furnishes material not so worked and
would be considered a supplier only.
Time Limits -All time limits stated in the Contract Documents are of the essence of
the Contract.
Work -All the work specified, indicated, shown or contemplated in the Contract to
construct the improvements, including all alterations, amendments or extensions
thereto made by Contract Change Order or other written orders of the Engineer.
Written Notice - "Written Notice" shall be deemed to have been duly served when
delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended, or if delivered at or sent by registered mail, then
it shall be deemed to have been duly served two days after mailing to the last
business address known to him who gives the notice.
Definitions -Whenever in the Specifications or upon the drawings the words
DIRECTED, REQUIRED, PERMITTED, ORDERED, DESIGNATED, PRESCRIBED,
or words of like import are used, it shall be understood that the direction,
requirement, permission, order, designation, or prescription of the Engineer is
intended, and similarly the words APPROVED, ACCEPTABLE, SATISFACTORY,
or words of like import, shall mean approved or acceptable to, or satisfactory to the
Engineer, unless otherwise expressly stated.
As Shown, and as Indicated - The words "as shown" and "as indicated" shall be
understood to be followed by the words "on the Plans".
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As Approved - The words "as approved", unless otherwise qualified, shall be
understood to be followed by the words "by the Engineer".
Or Equal -The term "or equal" shall be understood to indicate that the "equal"
product be the same or better than the product named in function, performance,
reliability, quality, and general configuration. Determination of equality in reference
to the project design requirements will be made by the Engineer.
END OF SECTION
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SECTION 00 72 00
GENERAL CONDITIONS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes: General clauses that establish the basic rights,
responsibilities and relationships of the parties to the Contract.
PART 2 DESCRIPTION
2.01 INTENT OF CONTRACT DOCUMENTS
A. The intent of the Contract Documents is to describe the details for the
construction and completion of the work which the Contractor undertakes to
perform in accordance with the terms of the Contract. Where the Contract
Documents describe portions of the work in general terms, but not in
complete detail, it is understood that only the best general practice is to
prevail and that only materials and workmanship of the first quality are to be
used. Unless otherwise specified, the Contractor shall furnish all labor,
materials, tools, equipment, and incidentals and do all the work involved in
performing the Contract in a satisfactory and workmanlike manner.
B. The technical provisions are presented in sections for convenience.
However, this presentation does not necessarily delineate trades or limits of
responsibility. All sections of the Contract Documents are interdependent
and applicable to the project as a whole.
C. The Contract Documents are complementary, and what is called for in any
one portion shall be binding as if called for in all other applicable portions of
the Contract Documents.
2.02 CONTRACTOR'S UNDERSTANDING
A. It is understood and agreed that the Contractor has, by careful examination,
satisfied himself as to the nature and location of the work, the conformation
of the ground, the character, quality and quantity of the materials to be
encountered, the character of equipment and facilities needed preliminary to
and during the prosecution of the work, the general and local conditions, and
all other matters which can in any way affect the work under this Contract.
No verbal agreement or conversation with any officer, agent or employee of
the District, either before or after the execution of this Contract, shall affect
or modify any of the terms or obligations herein contained.
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2.03 COORDINATION AND INTERPRETATION OF CONTRACT DOCUMENTS
A. In the event of conflict between the Plans and the Specifications, the
Specifications shall govern, except that, where items are shown on the
Plans and are not specifically included in the Specifications, the Plans shall
govern.
B. Notwithstanding the order of precedence established above, in the event of
conflicts the higher standard shall always apply.
C. Should it appear that the work to be done or any of the relative matters are
not sufficiently detailed or explained in the Contract Documents, the
Contractor shall apply to the Engineer for such further explanations as may
be necessary and shall conform to them as part of the Contract. In the
event of any doubt or question arising respecting the true meaning of the
Contract Documents, reference shall be made to the Engineer, whose
written decision thereon shall be final and conclusive.
D. If the Contractor, in the course of the work, finds any discrepancy between
the Contract Documents and the physical condition of the locality, or any
errors or omissions in the Contract Documents, or in the layout as given by
points and instructions, it shall be his duty to inform the Engineer in writing,
and the Engineer will promptly verify the same in writing.
E. The Contractor shall not, nor allow its subcontractors to, proceed with work
with respect to which there is any uncertainty without obtaining written
clarification. If Contractor performs, permits, or causes the performance of
any Work which is in error, inconsistent or ambiguous, or not sufficiently
detailed or explained, it shall bear any and all costs, including, without
limitation, the cost of correction as required in Parts 2.16 of this Section.
F. Upon authorization of a change to the Work by the Engineer, the Contractor
shall record such changes on the project record documents as required in
Section 01 77 00, Part 2.06, and, where applicable, the changes shall be
surveyed by a California Registered Land Surveyor.
G. In the event of any discrepancy between any Plans and the figures written
thereon, the figures shall be taken as correct. Detailed drawings shall
prevail over general drawings.
H. Any reference made in these Specifications or on the Plans to any
specification, standard, method, or publication of any scientific or technical
society or other organization shall, in the absence of a specific designation
to the contrary, be understood to refer to the Specification, standard,
method, or publication in effect as of the date that the work is advertised for
Bids with the exception of prevailing wages, which can change after the
project has been bid and awarded if updates have been published at the
time of bid.
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2.04 CONTRACT TIME AND LIQUIDATED DAMAGES
A. The Contract Time shall be three hundred sixty-one calendar days from the
date specified in the Notice to Proceed. All excavation or work that would
disturb existing ground shall not commence until May 1, 2022and shall be
completed by October 15, of the year in which the excavation or work
occurs, in accordance with requirements of the Tahoe Regional Planning
Agency. The new Keller Tank shall be complete, tested, accepted and in
service by July 29, 2022.
B. Extensions to the Contract Time may be allowed in accordance with these
Contract Documents. The Contractor is hereby notified that the availability
of contract extensions is dependent upon the weather (after October 15 in
any year). Extensions are granted by the Tahoe Regional Planning Agency
and the Lahontan Regional Water Quality Control Board.
C. Pursuant to the provisions under Liquidated Damages in Section 01 35 00,
Special Procedures, of these Contract Documents, one-thousand-five-
hundred ($1,500.00), shall be the amount of liquidated damages for every
day of delay in the completion of the Work.
2.05 MEASUREMENT OF QUANTITIES
A. Where the Contract provides for payment on a lump sum price basis, no
measurement of quantity will be made. Where the Contract provides for
payment on a unit price basis, the quantities of work performed will be
computed by the Engineer on the basis of measurements taken by the
Engineer, and these measurements shall be final and conclusive.
B. All quantities of work computed under the Contract shall be based upon
measurements by the Engineer according to United States Measurements
and Weights.
C. Methods of measurement are specified in these Specifications.
2.06 SCOPE OF PAYMENT
A. The Contractor shall accept the compensation provided in the Contract as
full payment for furnishing all labor, materials, tools, equipment, and
incidentals necessary to the completed work and for performing all work
contemplated and embraced under the Contract; also for loss or damage
arising from the nature of the work, or from the action of the elements, or
from any unforeseen difficulties which may be encountered during the
prosecution of the work until the acceptance by the District and for all risks
of every description connected with the prosecution of the work, also for all
expenses incurred in consequence of the suspension or discontinuance of
the work as provided in the Contract; and for completing the work according
to the Specifications and Plans. Neither the payment of any estimate nor of
any retained percentage shall relieve the Contractor of any obligation to
make good any defective work or material.
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B. No compensation will be made in any case for loss of anticipated profits.
Increased or decreased work involving supplemental agreements will be
paid for as provided in such agreements.
2.07 PAYMENT OF TAXES
A. The Contract prices paid for the work shall include full compensation for all
taxes which the Contractor is required to pay, whether imposed by Federal,
State, or local governments.
2.08 PATENTS
A. The Contractor shall assume all costs arising from the use of patented
materials, equipment, devices, or processes used on or incorporated into the
work, and agrees to indemnify and hold harmless the District, the Engineer,
and their duly authorized representatives, from all action at law or in equity,
actions of every nature for, or on account of, the use of any patented
materials, equipment, devices, or processes.
2.09 CHANGES IN THE WORK
A. The District may, at any time, by written order make changes in the work as
deemed necessary by the Engineer. If such changes cause an increase or
decrease in the Contractor's cost of, or time required for, performance of the
Contract an equitable adjustment will be made to the Contract and the
Contract modified in writing accordingly. Such modifications are subject to
approval by the Board, in accordance with Public Contract Code §20206.2
and 20206.3.
B. Such modification will be in the form of a Contract Change Order which will
describe the work to be done or the method by which the change and cost
and/or time adjustment, if any, will be determined, and the time of
completion of the work.
C. The compensation to be paid for any extra work or change shall be
determined in one or more of the following ways:
1. By agreed unit prices;
2. By estimate and acceptance of an agreed upon lump sum; or
3. By cost plus.
The unit prices established in the Bid for a particular item shall be valid for
deviations in the bid quantity within the range established in the Bid Form
(Section 00 41 00).
D. Until one of the above methods is agreed on, or if the work is to be paid for
on cost plus basis, the Contractor shall keep full and complete records of the
cost of such work in the form and manner prescribed by the Engineer and
shall permit the Engineer to have access to such records as may be
necessary to assist in the determination of the compensation payable for
such work. Contractor must obtain the Engineer's permission, on a daily
basis, as to the size of the crew, hours worked, and material to be used.
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E. Upon receipt of a Contract Change Order, the Contractor shall proceed with
the ordered work. If ordered in writing by the Engineer, the Contractor shall
proceed with the work so ordered prior to actual receipt of a Contract
Change Order. A Contract Change Order executed by the Contractor and
approved by the Engineer is an executed Contract Change Order as that
term is used throughout this Section.
F. A Contract Change Order may be issued to the Contractor at any time.
Should the Contractor disagree with any terms or conditions set forth in a
Contract Change Order which has not been executed, the Contractor shall
submit a written protest to the Engineer within ten (10) days after the receipt
of such Contract Change Order. The protest shall state the points of
disagreement, and, if possible, the quantities and cost involved. If a written
protest is not submitted, payment will be made as provided in the Contract
Change Order and such payment will constitute full compensation for all
work included therein or required thereby. Such unprotested Contract
Change Orders will be considered as executed Contract Change Orders.
Contractor's disagreement with any Change Order does not relieve the
Contractor from performance of the work, including extra work, promptly and
expeditiously.
G. Where the protest concerning a Contract Change Order relates to
compensation, the compensation payable for all work specified or required
by said Contract Change Order to which such protest relates will be
determined in the same manner as provided in Part 2.11 for claims for extra
work. The contractor shall keep full and complete records of the cost of
such work and shall permit the Engineer to have such access thereto as
may be necessary to assist in the determination of the compensation
payable for such work.
H. Where the protest concerning a Contract Change Order relates to the
adjustment of time and the completion of the work, the time to be allowed
therefore will be determined as provided in this Section.
I. The consent of the Contractor's sureties shall not be required as to any
change or extra work, and the liability of the Contractor's Bonds shall be
increased or decreased accordingly without notice to the sureties.
2.10 EXTRA WORK
A. If, during the performance of the Contract, it shall, in the opinion of the
District or the Engineer, become necessary or desirable for the proper
completion of the Contract to order work done or materials or equipment
furnished which in the opinion of the Engineer are not susceptible of
classification under the unit-price items in the Bidding Schedule and are not
included in any item for which a lump sum is bid, the Contractor shall do and
perform such work and furnish such materials and equipment. Such labor,
materials and/or equipment will be classed as extra work, and shall be
ordered in writing before such work is started. No extra work will be paid for
unless ordered in writing. Extra work and materials will ordinarily be paid for
at a lump sum or unit-price agreed on in writing by the Engineer and
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Contractor prior to the time when the Engineer ordered the extra work to be
done. The performance of any extra work or the furnishing of extra material
which, in the judgment of the Engineer, is of like character to and
susceptible of classification under the unit-price items of the Contract as
specified shall, if the order of the Engineer shall so provide, be paid for at
the unit-price named for such work in the Bidding Schedule. Whenever, in
the judgment of the Engineer, such extra work or such extra material as the
case may be, is not of like character to and susceptible of classification
under the unit-price items of the Contract as specified, and it is impracticable
because of the nature of the work, or for any other reason, to fix the price
before order for the extra work shall be issued, the Contractor shall be
entitled to be paid the sum of the following costs for doing the extra work,
which shall be known as the cost plus basis of payment:
1. Direct Labor Cost- Charges for all of the labor furnished and used by
the Contractor shall be as identified in the California Prevailing Wage
Determination. Under no circumstances shall the Contractor be
allowed to pay for labor, any amount that is less than the California
prevailing Wage Determination. The Contractor shall be allowed to
add to actual wages paid the labor surcharge set forth in the
California Department of Transportation publication entitled Labor
Surcharge and Equipment Rental Rates, which is in effect on the date
upon which the work is performed. The surcharge shall constitute full
compensation for all payments imposed by State and Federal laws and
for all other payments made to, or on behalf of, the workers, other than
actual wages as defined in Section 9-1.04131 of the California
Department of Transportation Standard Specifications.
2. Equipment Cost - Charges for the rental and operation of the
equipment furnished and used by the Contractor shall be made for all
prime construction and automotive equipment. It shall not include
charges for listed equipment or major tools with a new cost of$500.00
or less. Equipment time charges shall be subject to the daily approval
of the Engineer and evidence of such daily approval submitted with the
billing. The equipment rental and operation rates used shall be at the
established CalTrans rental rates. No time or charges will be allowed
except when equipment is actually being used for the proper and
efficient performance or completion of the extra work as authorized. A
fifteen percent (15%) markup to the equipment rental and operation
rates will be allowed.
3. Material Costs - Charges for the cost of materials furnished by the
Contractor shall be made provided such furnishing was specifically
authorized in the extra work order and the actual use verified by the
Engineer. Charges shall be net cost to the Contractor delivered at the
job, including all applicable sales taxes and vendor's invoice must
accompany the billing along with verification of use of such materials
by the Engineer. A fifteen percent (15%) markup to the materials cost
will be allowed.
4. Tools, Supplies, Supervision, Overhead and Profit - A charge for major
tools, supplies, home office overhead, field overhead, labor liability
insurance, additional bond costs, other fixed or administrative costs
that are not costs of labor used in the direct performance of the work,
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supervision, and profit will be allowed in the amount of thirty five
percent (35%) of the total direct labor costs as defined above.
5. Work by Subcontractor-When all or any part of extra work is
performed by any of the Contractor's Subcontractors, the markups for
tools, supplies, additional bond costs, supervision, overhead and profit
applied to the Subcontractor's actual cost of such work (determined as
above) will be allowed in the amount of ten percent (10%) of the total
direct labor costs, equipment costs and material costs, as defined
above, to which a markup of five percent (5%) on the subcontracted
portion of the extra work may be added by the Contractor.
B. The Contractor agrees that he shall not be entitled to claim damages for
anticipated profits on any portion of work that may be deleted. The amount
of any adjustment for work deleted shall be estimated at the time deletion of
work is ordered and the estimated adjustment will be deducted from the
Contract amount by Contract Change Order.
C. The District reserves the right to contract with any person or firm other than
the Contractor for any or all extra work.
2.11 CLAIMS FOR EXTRA COSTS
A. The Contractor shall not be entitled to the payment of any additional
compensation for any cause, including any act, or failure to act, by the
Engineer, or the happening of any event, thing, or occurrence, unless he
shall have given the Engineer written notice of claims specified in Part 2.14
below, provided, however, that compliance with this section shall not be a
prerequisite as to matters within the scope of the protest provisions in
Part 2.09.
B. Contractor shall not reserve a right to assert impact costs, extended job site
costs, extended overhead, constructive acceleration and/or actual
acceleration beyond what is stated in the change order for work. No claims
shall be allowed of impact, extended overhead costs, constructive
acceleration and/or actual acceleration due to a multiplicity of changes
and/or clarifications. The Contractor may not change or modify the District's
change order form in an attempt to reserve additional rights.
C. The District's liability to Contractor for delays for which the District is
responsible shall be limited to only an extension of time in accordance with
Public Contract Code §7102, unless such delays were unreasonable under
the circumstances. In no case shall the District be liable for any costs which
are borne by the Contractor in the regular course of business, including but
not limited to, home office overhead and other ongoing costs.
D. In the event of an emergency endangering life or property, the Contractor
shall act as stated in Section 01 35 00, Special Procedures, Part 2.01, and
after execution of the emergency work shall present an accounting of labor,
materials, and equipment. The procedure for any payment that may be due
for emergency work will be as specified in Part 2.09 above.
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2.12 CHANGES IN CHARACTER OF WORK
A. If an ordered change in the Contract Documents materially changes the
character of the work of a Contract item from that upon which the Contractor
based its Bid price, and if the change increases or decreases the actual unit
costs of such changed item as compared to the actual or estimated unit cost
of performing the work of said item in accordance with the Contract
Documents originally applicable thereto, in the absence of an executed
Contract Change Order specifying the compensation payable, an adjustment
in compensation therefore will be made in accordance with the following:
1. The basis of such adjustment in compensation will be the difference
between the Contract unit-price to perform the work of said item or
portion thereof involved in the change as originally planned and the
actual unit cost of performing the work of said item or portion thereof
involved in the change, as changed. Actual unit costs will be as agreed
upon by the Contractor and the Engineer. If they cannot agree or if
there is no unit price for the subject work, then the costs of the work will
be determined by the Engineer in the same manner as if the work were
to be paid for on the cost plus basis as provided in Part 2.10. Any such
adjustment will apply only to the portion of the work of said item
actually changed in character.
2. Failure of the Engineer to recognize the change in character of the
work at the time the Contract Change Order is issued shall not be
construed as relieving the Contractor of its duties and responsibility of
filing a written protest within the ten (10) day limit as hereinabove
provided.
2.13 DISPUTES
A. Except as otherwise specifically provided in the Contract Documents, the
Engineer will initially decide all disputes arising under and by virtue of the
Contract. A dispute will be processed and decided by the Engineer as soon
as practicable after its submission and the submission or availability of any
additional information necessary to its decision. If the Contractor is
dissatisfied with the Engineer's decision, the Contractor may, within fifteen
(15) days from the date of the Engineer's decision, file a claim following the
procedures in Part 2.14 of this Section. If the Contractor fails to follow the
procedures in Part 2.14 of this Section within the fifteen (15) day period,
then the Engineer's decision shall be final, conclusive, and binding on the
Contractor.
2.14 RESOLUTION OF CONSTRUCTION CLAIMS
A. In accordance with Public Contract Code Sections 20104 et seq. and other
applicable law, public works claims of$375,000 or less which arise between
the Contractor and the District shall be resolved under the following statutory
procedure unless the District has elected to resolve the dispute pursuant to
Public Contract Code Section 10240 et seq:
1. The claim must be in writing and include the documents necessary to
substantiate the claim. Claims must be filed on or before the day of
final payment. Nothing in this subsection is intended to extend the time
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limit or supersede notice requirements for the filing of claims as set
forth elsewhere in this contract.
2. For claims of less than or equal to fifty thousand dollars ($50,000), the
District shall respond in writing to any written claim within 45 days of
receipt of the claim, or may request, in writing, within 30 days of receipt
of the claim, any additional documentation supporting the claim or
relating to defenses or claims the District may have against the
claimant. If additional information is thereafter required, it shall be
requested and provided pursuant to this subsection, upon mutual
agreement of the District and the claimant. The District's written
response to the claim, as further documented, shall be submitted to the
claimant within 15 days after receipt of the further documentation or
within a period of time no greater than that taken by the claimant in
producing the additional information, whichever is greater.
3. For claims of over fifty thousand dollars ($50,000) and less than or
equal to three hundred seventy-five thousand dollars ($375,000), the
District shall respond in writing to any written claim within 60 days of
receipt of the claim, or may request, in writing, within 30 days of receipt
of the claim, any additional documentation supporting the claim or
relating to defenses or claims the District may have against the
claimant. If additional information is thereafter required, it shall be
requested and provided pursuant to this subsection, upon mutual
agreement of the District and the claimant. The District's written
response to the claim, as further documented, shall be submitted to the
claimant within 30 days after receipt of the further documentation or
within a period of time no greater than that taken by the claimant in
producing the additional information, whichever is greater.
4. For any claim that exceeds the amount of$375,000.00, the District
shall respond in writing to any written claim within sixty (60) days of
receipt of the claim, or may request, in writing, within thirty (30) days of
receipt of the claim, any additional documentation supporting the claim
or relating to defenses or claims the District may have against the
claimant. If additional information is thereafter required, it shall be
requested and provided pursuant to this subdivision, upon mutual
agreement of the District and the claimant. The district's written
response to the claim, as further documented, shall be submitted to the
claimant within thirty (30) days after receipt of the further
documentation or within a period of time no greater than that taken by
the claimant in producing the additional information, whichever is
greater.
5. Notwithstanding the foregoing, all public works claims between the
Contractor and the District shall be resolved pursuant to the
procedures set forth in Public Contract Code Section 9204. The
District will provide a written response to the Contractor identifying
what portion of the claim is disputed and what portion is undisputed
within 45 days of receipt of the claim, unless the parties mutually agree
to extend the time for response. If the District does not respond within
the 45-day time period, or as extended by mutual agreement, the claim
shall be deemed rejected in its entirety.
6. If the claimant disputes the District's written response, or the District
fails to respond within the time prescribed, the claimant may so notify
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the District, in writing, either within 15 days of receipt of the District's
response or within 15 days of the District's failure to respond within the
time prescribed, respectively, and demand an informal conference to
meet and confer for settlement of the issues in dispute. Upon a
demand, the District shall schedule a meet and confer conference
within 30 days for settlement of the dispute.
7. Within 10 business days following the conclusion of the meet and
confer conference, if the claim or any portion thereof remains in
dispute, the District shall provide the Contractor with a written
statement identifying the portion of the claim that remains in dispute
and the portion that is undisputed. Any portion of the claim that
remains in dispute shall be submitted to nonbinding mediation. The
selection of the mediator shall be in accordance with Public Contract
Code Section 9204, and the District and the Contractor shall equally
share the associated mediator fees. Each party will be responsible for
its own attorneys' fees and other costs.
8. If following the meet and confer conference the claim or any portion
remains in dispute, the claimant may file a claim pursuant to Chapter 1
(commencing with Section 900) and Chapter 2 (commencing with
Section 910) of Part 3 of Division 3.6 of Title 1 of the California
Government Code. For purposes of those provisions, the running of
the period of time within which a claim must be filed shall be tolled from
the time the claimant submits his or her written claim pursuant to
subsection A(1) until the time the claim is denied, including any period
of time utilized by the meet and confer conference.
9. This section does not apply to tort claims and nothing in this section is
intended nor shall be construed to change the time periods for filing tort
claims or actions specified by Chapter 1 (commencing with Section
900) and Chapter 2 (commencing with Section 910) of Part 3 of
Division 3.6 of Title 1 of the Government Code.
B. The following procedures will apply to all civil actions filed to resolve claims
for non-payment by the Contractor under this contract, which do not exceed
$375,000.00:
1. Within 60 days, but no earlier than 30 days, following the filing or
responsive pleadings, the court shall submit the matter to non-binding
mediation unless waived by mutual stipulation of both parties. The
mediation process shall provide for the selection within 15 days by both
parties of a disinterested third person as mediator, shall be
commenced within 30 days of the submittal, and shall be concluded
within 15 days from the commencement of the mediation unless a time
requirement is extended upon a good cause showing to the court or by
stipulation of both parties. If the parties fail to select a mediator within
the fifteen (15) day period, any party may petition the court to appoint
the mediator.
2. If the matter remains in dispute, the case shall be submitted to judicial
arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10)
of Title 3 of Part 3 of the California Code of Civil Procedure,
notwithstanding Section 1141.11 of that code. The Civil Discovery Act
of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title
3 of Part 4 of the Code of Civil Procedure) shall apply to any
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proceeding brought under this subsection consistent with the rules
pertaining to judicial arbitration. Notwithstanding any other provision of
law, upon stipulation of the parties, arbitrators appointed for purposes
of this section shall be experienced in construction law, and, upon
stipulation of the parties, mediators and arbitrators shall be paid
necessary and reasonable hourly rates of pay not to exceed their
customary rate, and such fees and expenses shall be paid equally by
the parties, except in the case of arbitration where the arbitrator, for
good cause, determines a different division. In no event shall these
fees or expenses be paid by state or county funds. In addition to
Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of
the Code of Civil Procedure, (aa) arbitrators shall, when possible, be
experienced in construction law, and (bb) any party who after receiving
an arbitration award requests a trial de novo but does not obtain a
more favorable judgment shall, in addition to payment of costs and fees
under that chapter, also pay the attorney's fees of the other party
arising out of the trial de novo, notwithstanding any other provision in
this contract concerning attorney's fees.
3. The District shall pay money as to any portion of a claim which is
undisputed except as otherwise provided in the Contract Documents.
4. In any suit filed under subsection (b), the District shall pay interest at
the legal rate on any arbitration award or judgment. The interest shall
begin to accrue on the date the suit is filed in a court of law.
C. Any and all claims for non-payment that exceed the sum of$375,000.00
shall not be subject to mediation or arbitration, without the agreement of all
parties involved.
2.15 RIGHT TO WITHHOLD PAYMENTS
A. In addition to all other rights and remedies of the District hereunder and by
virtue of the law, the District may withhold or nullify the whole or any part of
any partial or final payment to such extent as may reasonably be necessary
to protect the District from loss on account of:
1. Stop Notice Claims
2. Defective work not remedied, irrespective of when any such work was
found to be defective;
3. Claims or liens filed or reasonable evidence indicating probable filing of
claims or liens including, but not limited to claims under Sections 1775,
1776, or 1777.7 of the Labor Code;
4. Failure of the Contractor to make payments properly for labor,
materials, equipment, or other facilities, or to subcontractors and/or
suppliers;
5. A reasonable doubt that the work can be completed for the balance
then unearned;
6. A reasonable doubt that the Contractor will complete the work within
the agreed time limits;
7. Liquidated Damages;
8. Costs to the District resulting from failure of the Contractor to complete
the work within the proper time, liquidated and identified in Section 01
35 00, Part 2.06;
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9. Damage to the District, work or property;
10. Damage to another contractor or third party;
11. Persistent failure to carry out the work in accordance with the Contract
Documents;
12. Site clean-up;
13. Failure of Contractor to keep the project schedule and/or record ("as-
built") drawings up to date;
14. Legally permitted penalties, including governmental and regulatory
fines incurred by the District as a result of delays resulting from
Contractor's performance of the work as set forth in Section 01 35 00,
Part 2.06; and
15. Damages and costs incurred by the District as a result of Contractor's
performance of the work, including, but not limited to, legal,
engineering, inspection, superintendence, regulatory fines, and other
expenses.
B. Whenever the District shall, in accordance herewith, withhold any monies
otherwise due the Contractor, written notice of the amount withheld and the
reasons therefore will be given the Contractor. After the Contractor has
corrected the enumerated deficiencies, the District will promptly pay to the
Contractor the amount so withheld. When monies are withheld to protect
the District against claims or liens of mechanics, materialmen,
Subcontractors, etc., the District may at its discretion permit the Contractor
to deliver a surety bond in terms and amount satisfactory to the District,
indemnifying the District against any loss or expense, and upon acceptance
thereof by the District, the District shall release to the Contractor monies so
withheld. The surety providing the stop notice bond shall be a separate legal
entity from the surety on the performance and/or payment bonds provided
for the Project.
C. If insufficient funds have been withheld, Contractor shall promptly reimburse
the District for any of the items set forth above that occur.
2.16 GUARANTEE
A. In addition to warranties, representations and guarantees stated in the
Contract Documents, the Contractor unconditionally guarantees all materials
and workmanship furnished hereunder, and agrees to replace at his sole
cost and expense, and to the satisfaction of the Engineer and the District,
any and all materials and/or equipment which may be defective or
improperly installed.
B. The Contractor shall repair or replace to the satisfaction of the Engineer any
or all such work that may prove defective in workmanship or materials,
ordinary wear and tear excepted, together with any other work which may be
damaged or displaced in so doing.
C. All work or materials which have been rejected shall be remedied, or
removed and replaced by the Contractor in an acceptable manner and no
additional compensation will be allowed for such removal, replacement, or
remedial work.
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D. Any work done beyond the lines and grades shown on the Plans or
established by the Engineer or any extra work done without written authority
will be considered as unauthorized work and will not be paid. Upon order of
the Engineer, unauthorized work shall be remedied, removed, or replaced at
the Contractor's expense.
E. Upon failure of the Contractor to comply with any order of the Engineer, the
District may cause rejected or unauthorized work to be remedied, removed
or replaced, and may deduct the costs from any monies due or to become
due the Contractor in the form of a Change Order.
F. If deemed necessary by the District to maintain uninterrupted operation of
District facilities while the defective or improperly installed materials and/or
equipment is repaired or replaced, the Contractor shall provide temporary
replacement materials and/or equipment at no additional cost to the District.
G. The Contractor must commence warranty repairs within ten (10) days after
receiving written notice from the District. In the event of failure to complete
such repairs within a reasonable time, the District is authorized to have the
defect repaired and corrected at the expense of the Contractor who will pay
the costs and charges therefor immediately upon demand, including any
reasonable management and administrative costs, engineering, legal and
other consultant fees incurred to enforce this section.
H. If the Engineer deems it inexpedient for the Contractor to correct work
damaged or not done in accordance with the Contract, an equitable
deduction from the Contract price shall be made therefore, and such sum
may be withheld by District from Contractor's payment.
I. The Contractor must obtain and enforce on the District's behalf all
warranties, express or implied, from subcontractors, manufacturers, or
suppliers for work and materials provided under the Contract.
J. The signing of the Contract by the Contractor shall constitute execution of
the above guarantees. Except as otherwise provided in this Contract, the
guarantees and warranties shall remain in effect through the one-year
maintenance warranty period.
2.17 AUTHORITY OF THE ENGINEER
A. The Engineer is the representative of the District and has full authority to
interpret the Contract Documents, to conduct the construction review and
inspection of the Contractor's performance, and to decide questions which
arise during the course of the work and the Engineer's decisions on these
matters shall be final and conclusive. The Engineer has the authority to
reject all work and materials which do not conform to the Contract
Documents, and has the authority to stop the work whenever such stoppage
may be necessary to insure the proper execution of the Contract. To prevent
disputes, oral modifications will not be permitted.
B. If at any time the Contractor is on force account and the Contractor's work
force, tools, plant, or equipment appear to the Engineer to be insufficient or
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inappropriate to secure the required quality of work or the proper rate of
progress, the Engineer may order the Contractor to increase their efficiency,
improve their character, to augment their number or to substitute other
personnel, new tools, plant, or equipment, as the case may be, and the
Contractor shall comply with such order. Neither the failure of the Engineer
to demand such increase of efficiency, number, or improvement, nor the
compliance by the Contractor with the demand, shall relieve the Contractor
of its obligation to provide quality work at the rate of progress necessary to
complete the work within the specified time.
C. The Engineer shall have the authority to make minor changes in the work,
not involving extra costs, and not inconsistent with the purposes of the work.
D. Any order given by the Engineer, not otherwise required by the Contract
Documents to be in writing shall, on request of the Contractor, be given or
confirmed by the Engineer in writing.
E. Whenever work, methods of procedure, or any other matters are made
subject to direction or approval, such direction or approval will be given by
the Engineer.
2.18 DEPARTMENT OF INDUSTRIAL RELATIONS REGISTRATIONS
A. The Contractor shall have an affirmative obligation to verify that all
subcontractors are currently and validly registered with the Department of
Industrial Relations and shall not permit a subcontractor of any tier to
perform work on the project without first verifying the subcontractor's
registration. The Contractor shall include the requirements of Labor Code
sections 1725.5 and 1771.1 in its contracts with subcontractors and ensure
that all subcontractors are registered at the time of bid opening and maintain
valid registration for the duration of the project.
END OF SECTION
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SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes: Modifications and supplements to the general conditions for basic
rights, responsibilities and relationships of the parties unique to the Contract.
PART 2 DESCRIPTION
2.01 INSURANCE
A. The Contractor shall not commence any work until all required insurance has been
obtained at its own expense, required submittals delivered to the District, and the
submittals reviewed and approved by the District for general conformance with the
Contract. The Contractor shall procure and maintain the insurance required under
this section for the duration of the Contract and for the entire duration of the
Performance Bond, except as otherwise indicated in this Section. The procurement
and maintenance of the insurance required by this section is a material element of
the Contract and failure to timely procure and/or maintain such insurance shall be a
material breach of the Contract.
B. Prior to execution of the Contract, the Contractor shall deliver to the District the
following:
1. Certificate(s) of Insurance, issued in duplicate, covering all policies. Such
certificates shall make explicit reference to each of the provisions and
endorsements required in this Section, and shall be signed on behalf of the
insurer by an authorized representative;
2. Original endorsements for each policy of insurance required by this section
and signed on behalf of the insurer by an authorized representative;
3. Upon request, the District may obtain the policies of insurance.
C. The provisions of Section 00 20 00, Part 2.10, shall be strictly enforced with regard
to the fifteen (15) calendar days limit for furnishing evidence of insurance.
D. The Contractor shall not permit any Subcontractor to commence work on this
project unless all Subcontractors are included as named Additional Insureds under
its insurance policies required by this section or until each Subcontractor has
satisfied the Contractor that the Subcontractor has the required insurance in effect.
The Contractor shall receive and maintain satisfactory evidence from its
Subcontractors that verifies that they are in compliance with these requirements.
The Contractor shall continuously maintain such evidence and, upon request,
provide copies to the District for review. If the Contractor fails to assure that a
Subcontractor has and maintains the required insurance, the Contractor shall be
liable for any loss arising out of work under the Contract that would be covered by
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the required insurance of the subcontractor if the Contractor had assured that the
subcontractor had maintained the required insurance.
E. All insurance required by this section shall be placed with insurance companies
authorized by the State of California to transact insurance business in the State of
California for the types of insurance required by the Contract. Each insurance
company shall have a current A. M. Best Insurance Guide rating of not less than A-
/VI unless prior written approval is secured from the District as to the use of such
insurer, with the following exceptions:
1) Underwriters at Lloyd's of London, which are not rated by A.M. Best.
2) Workers' Compensation which is provided through a State
Compensation Insurance Fund or a qualified self-insurer for Workers'
Compensation under California law.
3) For liability insurance required under Section 2.01.0.6.
(Environmental Liability insurance), insurance requirements shall be
placed with insurance companies with a current A.M. Best rating of at
least B+:VII.
F. The requirements as to the types, limits, deductibles and the District's review and/or
approval of insurance coverages to be maintained by the Contractor are not
intended to and shall not in any manner limit or qualify the liabilities and obligations
assumed by the Contractor under the Contract. Further, the District's review and
approval of any deviation, unless specifically stated in writing and signed by the
District, shall not release or relieve the Contractor or its Subcontractors from
complying with the requirements of this section.
G. If any policy of insurance required by this Section includes an "aggregate" limit, the
aggregate limit shall be a project-specific limit applicable to work under this Contract
only.
H. Any policy of insurance required by this Section shall be an "occurrences" policy.
I. In addition to any other remedy the District may have, if the Contractor or any of the
subcontractors fail to maintain the insurance coverage as required in this Section,
the District may obtain such insurance coverage as is not being maintained, in form
and amount substantially the same as required herein, and the District may deduct
the cost of such insurance from any amounts due or which may become due the
Contractor under this Contract.
J. In the event the Contractor changes any insurance company(ies) providing the
insurance coverage required by this section, the Contractor shall timely resubmit to
the District for review and approval, the insurance documents required by this
section for each new insurance company providing insurance coverage. The
Contractor shall submit such documents at least thirty (30) days prior to the change
in any required insurance to enable the District to timely review and approve the
insurance coverages provided by such new insurance company(ies).
K. Insurance policies providing coverage which contains self-insured retention shall not
be acceptable except with the prior written approval of the District regardless of the
amount of the self-insured retention.
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L. The premiums paid by the Contractor and/or Subcontractor(s)for the insurance
required by this section shall be considered as included in the Contract price for the
project and no additional allowance will be made for payment of premiums which
may be required to be paid by the Contractor and/or its Subcontractors in order to
procure and maintain the requisite insurance coverage.
M. (Not Used)
N. (Not Used)
0. The Contractor shall, at its expense, maintain in effect at all times during the
performance or work under the Contract not less than the following coverage and
limits of insurance, which shall be maintained with insurers and under forms of
policy satisfactory to the District:
1. Worker's Compensation:
a. California Workers' Compensation - Insurance to protect the Contractor or
its Subcontractor(s)from all claims under California Worker's
Compensation and Employer's Liability Acts). Such coverage shall be
maintained, in type and amount, in strict compliance with all applicable
State and Federal statutes and regulations. The Contractor shall execute
a certificate in compliance with Labor Code Section 1861, on the form
provided in the Contract Documents.
b. The Worker's Compensation policy shall also include the provisions
and/or endorsements required in Other Provisions, Part 2.01.0.6.a of this
Section.
c. Claims Against District - If an injury occurs to any employee of the
Contractor or any of the Subcontractors for which the employee or his
dependents, in the event of his death, may be entitled to compensation
from the District under the provisions of the Acts, or for which
compensation is claimed from the District, there will be retained out of the
sums due the Contractor under this Contract, an amount sufficient to
cover such compensation as fixed by the Acts, until such compensation is
paid or it is determined that no compensation is due. If the District is
required to pay such compensation, the amount paid will be deducted and
retained from such sums due, or to become due the Contractor.
d. In the event the Contractor is self-insured, the Contractor shall furnish a
Certificate of Permission to Self-Insure by the Department of Industrial
Relations Administration of Self-Insurance, Sacramento.
2. General Liability: The insurance shall include, but shall not be limited to,
protection against claims arising from death, bodily or personal injury, or
damage to property resulting from actions, failures to act, operations or
equipment of the insured, or by its employees, agents, consultants, or by
anyone directly or indirectly employed by the insured. Coverage shall be at
least as broad as "Insurance Services Office (ISO) Commercial General
Liability Coverage Form CG 0001" (occurrence). The amount of insurance
shall not be less than $2,000,000 combined single limit per occurrence
coverage applying to bodily and personal injury and property damage. If the
policy contains a general aggregate limit, such limit must be amended to apply
separately to the project/location. The general liability insurance coverage
shall also include the provisions and/or endorsements required in Other
Provisions, Part 2.01.0.6.b of this Section.
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3. Automobile Liability: The insurance shall include, but shall not be limited to,
protection against claims arising from death, bodily or personal injury, or
damage to property resulting from actions, failures to act, operations,
maintenance or use of equipment of the insured, or by its employees, agents,
consultants, or by anyone directly or indirectly employed by the insured.
Coverage shall be at least as broad as "Insurance Services Office Business
Auto Coverage Form CA 0001," symbol 1 (any auto). Use of any symbols
other than symbol 1 for liability for corporate/business owned vehicles must be
declared to and approved by the District. If there are no owned or leased
vehicles, symbols 8 and 9 for non-owned and hired autos shall apply. Personal
automobile insurance shall apply if vehicles are individually owned. The
amount of insurance shall not be less than $2,000,000 combined single limit
per accident coverage for corporate-/business-owned or commercially insured
vehicles, including non-owned and hired, applying to bodily and personal injury
and property damage. The amount of insurance shall not be less than
$500,000 combined single limit per accident coverage for individually-owned
vehicles, applying to bodily and personal injury and property damage, or if split
limits are used, $250,000 per person, $500,000 each accident, $100,000
property damage. Deductible shall not exceed $20,000. The contractor shall
request the District's approval in writing for any deductible exceeding that
stated. The automobile liability insurance coverage shall also include the
provisions and/or endorsements required in Other Provisions, Part 2.01.0.6.c
of this Section.
4. Excess/Umbrella Liability: If the Contractor's primary General Liability and/or
Automobile Liability insurance coverage limits requirements are insufficient,
the Contractor may provide additional limits with an excess liability and/or
umbrella liability insurance policy. This form of insurance will be acceptable
only if the primary and excess liability and/or umbrella liability policies provide
the required coverages and include the provisions and/or endorsements
required for the policies that it supplements, and those required in Other
Provisions, Part 2.01.0.6.d of this Section..
5. Builder's Risk: (Course of Construction) the Contractor shall provide Builder's
Risk "All-Risk" Completed Value Insurance and/or Inland Marine All Risk
Installation Floater Insurance, as may be applicable, in an amount equal to the
Contract price for the entire project which is the subject of the Contract,
including completed work and work in progress. This insurance shall be in
effect until the work is completed and accepted by the District. This insurance
shall cover, including but not limited to, fire, lightning, wind storms, hail,
explosion, riot, riot attending a strike, civil commotion, smoke damage,
damage by aircraft or vehicles, vandalism and malicious mischief, theft,
collapse, water damage (including seiche) and earthquake (up to Mw 3.5). The
insurance shall be written in a completed form with losses payable to the
Contractor and owner, as their interests may appear. The Builder's Risk policy
shall also include the provisions and/or endorsements required in Other
Provisions, Part 2.01.0.6.e of this Section.
6. Other Provisions:
a. The Contractor's Workers Compensation policy shall provide that:
1) Not Used
b. The Contractor's General Liability policy shall contain the following
provisions:
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1) The South Tahoe Public Utility District, the design engineer(s), any
independent engineer and its consultants, City of South Lake Tahoe,
County of El Dorado and each of their officers, elected officials, and
employees (including, without limitation permanent, temporary and
contract employees) shall be covered as additional insureds as
respects liability arising out of the acts or omissions by or on behalf
of the Contractor, or premises owned, occupied, or used by the
Contractor. The policy shall contain no special limitations on the
scope of coverage afforded to the additional insureds.
2) The Contractor's General Liability policy shall be specifically
endorsed to name the parties identified in 1) as additional insureds
utilizing ISO form CG 20 10 11 85, or both CG 20 10 10 01 and CG
20 37 10 01, or equivalent approved by the District, to provide
additional insured coverage. Other versions of ISO forms CG 20 10
and CG 20 37 alone will not be considered equivalent.
3) The Contractor's General Liability policy shall be endorsed to include
a waiver of subrogation in favor of the parties named on the
"Additional Insured" endorsement. Such waiver of subrogation shall
be on ISO Form CG 24 04 10 93 "Waiver of Transfer of Rights of
Recovery Against Others to Us" or its equivalent approved by the
District.
4) For any claims related to this Contract, the Contractor's insurance
coverage shall be primary insurance as respects the parties named
on the additional insured endorsement. Any insurance or self-
insurance maintained by the additional insureds shall be excess of
the Contractor's insurance and shall not contribute with it. The
contractor shall supply either an endorsement or policy language
demonstrating compliance with this requirement.
5) The Contractor's General Liability insurance policies shall contain an
endorsement stating that any aggregate limits shall apply separately
to the Work.
6) The Contractor's insurance shall apply separately to each insured
against whom claim is made or suit is brought, except with respect to
the limits of the insurer's liability.
7) Any failure to comply with the claim reporting provisions of the
policies or any breach of a policy warranty shall not affect coverage
under the policy applicable to the Additional Insureds.
c. The Contractor's Automobile Liability policy shall contain the following
provisions:
1) The South Tahoe Public Utility District, the design engineer(s), any
independent engineer and its consultants, City of South Lake Tahoe,
County of El Dorado and each of their officers, elected officials, and
employees (including, without limitation permanent, temporary and
contract employees) shall be covered as additional insureds, utilizing
ISO form CA 20 48 02/99 Designated Insured, or its equivalent
approved by the District.
2) This insurance shall be primary as respects the additional insureds
and any other insurance maintained by the additional insureds
named above shall be in excess of this insurance and shall not be
called upon to contribute in the event of a loss.
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3) This insurance includes cross-liability and/or severability of interest
and shall apply separately to each insured against whom claim is
made or suit is brought, except with respect to the limits of the
insurer's liability.
4) This insurance, subject to all other terms and conditions, applies to
the liability assumed by the Contractor under the terms of the
Contract.
5) The insurer waives any and all transfer rights of recovery
(subrogation) it may have against the additional insureds named
above or any other additional insureds.
6) Any failure to comply with the claim reporting provisions of the
policies or any breach of a policy warranty shall not affect coverage
under the policy applicable to the Additional Insureds.
d. The Contractor's Excess or Umbrella Liability policy shall provide the
following provisions:
1) Any insurance maintained by the Additional Insureds, whether
primary, excess or otherwise, shall be in excess of the insurance
provided by this policy.
2) The policy shall include a Schedule of Underlying Insurance which
matches the actual policy numbers and coverage limits in the actual
underlying policies, and a total underlying coverage limit plus
excess/umbrella limit equal to or greater than the required coverage
limit for each type of coverage. The contractor shall request the
District's approval in writing for any deductible.
3) Any failure to comply with the claim reporting provisions of the
policies or any breach of a policy warranty shall not affect coverage
under the policy applicable to the Additional Insureds.
e. The Contractor's Builders Risk policy shall contain the following
provisions:
1) Coverage is amended to include the South Tahoe Public Utility
District as an additional insured and as the loss payee.
2) For any claims related to this Contract, the Contractor's insurance
coverage shall be primary insurance as respects the District. Any
insurance or self-insurance maintained by the District shall be excess
of the Contractor's insurance and shall not contribute with it.
3) The insurer waives any and all transfer rights of recovery
(subrogation) it may have against the South Tahoe Public Utility
District.
4) Any failure to comply with the claim reporting provisions of the
policies or any breach of a policy warranty shall not affect coverage
under the policy applicable to the Additional Insureds.
f. Each insurance policy shall state that coverage shall not be cancelled by
the Contractor or the District, reduced in scope of coverage or in limits,
non-renewed, or otherwise materially changed unless the insurer(s)
provide thirty (30) days written notice to the District prior to such change.
Ten (10) days prior written notice shall be given to the District in the event
of cancellation due to nonpayment of premium.
P. Tracking and Reporting Job-Related Incidents
1. The Contractor shall report by telephone to the District within twenty-four (24)
hours and also provide a written report to the District within fifteen (15) days
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after the Contractor or any subcontractors or agents have knowledge of any
incident involving death of or injury to any person or persons, or damage in
excess of ten thousand dollars ($10,000) to the Work, property of the District
or others, arising out of any work done by or on behalf of the Contractor as
part of the Contract. Such report shall contain:
a. the date and time of the incident,
b. the names and addresses of all persons involved, and
c. a description of the incident and the nature and extent of injuries and/or
damages.
2. The Contractor and all Subcontractors shall cooperate with the District's
independent investigatory efforts and provide the District with related
documentation when requested (excluding confidential information restricted
by law).
3. If requested, the Contractor shall report to the District their Recordable
Incidence Rate (RIR) and Lost Time Incidence Rate (LTIR) at the end of each
project. The Contractors' incidence rates shall be calculated in accordance
with the following:
a. Recordable Incidence Rate (RIR)
Number of OSHA Recordable Cases X 200,000*
Total hours worked by all employees for the Contract
b. Lost Time Incidence Rate (LTIR)
Number of Lost Time injuries and illnesses X 200.000*
Total hours worked by all employees for the Contract
Note: A fatality shall not be considered a Lost Time Case (LTC) and shall
not be included in the rate. Furthermore, all work-related fatalities, and all
other serious injuries meeting the legal criteria for"reporting", shall be
reported immediately to Cal/OSHA as required by law and reported
immediately to the District as indicated above.
* 200,000 is equivalent to the number of work hours worked by 100 full
time employees at 40 hours per week/50 weeks per year.
2.02 INDEMNIFICATION
A. Contractor shall indemnify, defend and hold harmless to the fullest extent of the law
the District, the Engineer, the Design Engineer and all of the District's officers,
agents, and servants from and against all claims, damages, losses and expenses
including attorney fees arising out of the performance of the work described herein,
caused in whole or in part by any negligent act 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 to the extent caused by the active
negligence, sole negligence, or willful misconduct of the District or the Design
Engineer(s). The Contractor's obligation to defend shall arise upon tender of the
claim. The Contractor shall pay any costs the District incurs to enforce the
Contractor's indemnity obligations.
B. The Contractor shall also protect and indemnify to the fullest extent of the law the
District, the Engineer, the Design Engineer and all of the District's officers, agents,
and servants against any claim or liability arising from or based upon the violation of
any such law, rule, ordinance, regulation, order or decree, whether caused by the
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Contractor or its subcontractors or suppliers. The Contractor's obligation to defend
shall arise upon tender of the claim. The Contractor shall pay any costs the District
incurs to enforce the Contractor's indemnity obligations.
2.03 NO PERSONAL LIABILITY
A. Neither the District, the Engineer, nor any of their other officers, agents, or
employees shall be personally responsible for any liability arising under the
Contract, except such obligations as are specifically set forth herein.
2.04 SAFETY
A. General - The Contractor shall be solely and completely responsible for the
conditions of the job site, including safety of all persons and property during
performance of the work. This requirement shall apply continuously and not be
limited to normal working hours. Safety provisions shall conform to all applicable
Federal, State, and local laws, ordinances, and codes, and to the rules and
regulations established by the California Occupational Safety and Health
Administration, and to other rules of law applicable to the work.
B. The services of the Engineer in conducting construction review of the Contractor's
performance is not intended to include review of the adequacy of the Contractor's
work methods, equipment, bracing or scaffolding or safety measures, in, on, or near
the construction site, and shall not be construed as supervision of the actual
construction nor make the Engineer or the District responsible for providing a safe
place for the performance of work by the Contractor, Subcontractors, or suppliers,
or for access, visits, use work, travel, or occupancy by any person.
C. All work and materials shall be in strict accordance with all applicable State,
Federal, and local laws, rules, regulations, and codes.
D. Nothing in this Contract is to be construed to permit work not conforming to
governing law. When Contract Documents differ from governing law, the Contractor
shall furnish and install the higher standards called for without extra charge. All
equipment furnished shall be grounded and provided with guards and protection as
required by safety codes. Where vapor-tight or explosion-proof electrical installation
is required by law, this shall be provided.
2.05 ACCIDENTS
A. The Contractor shall comply with California Labor Code Section 6708 and Federal
OSHA standards requiring adequate emergency first-aid treatment for Contractor's
employees and anyone else who may be injured in connection with the work.
Accident prevention and response procedures and minimum requirements for first-
aid facilities are set forth in Section 01 50 00, Parts 2.03 and 3.07, respectively.
B. The Contractor shall be aware of and comply with the District's safety program
requirements of Contractors. A copy of the program is available from the District
upon request.
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2.06 SUBCONTRACTS
A. The attention of the Contractor is directed to the provisions of Public Contract Code
regarding subcontracting.
B. Each Subcontract shall contain a suitable provision for the suspension or
termination should the work be suspended or terminated or should the
Subcontractor neglect or fail to conform to every provision of the Contract
Documents insofar as such provisions are relevant. No Subcontractor or supplier
will be recognized as such, and all persons engaged in work will be considered as
employees of the Contractor, and the Contractor will be held responsible for their
work, which shall be subject to the provisions of the Contract Documents. The
Contractor shall be fully responsible to the District for the acts or omissions of its
Subcontractors and of the persons either directly or indirectly employed by the
Contractor. Nothing contained in the Contract Documents shall create any
contractual relationship between any Subcontractor and the District. If a legal
action, including arbitration and litigation, against the District is initiated by a
Subcontractor or Supplier, the Contractor shall reimburse the District for the amount
of legal, engineering, and all other expenses incurred by the District in defending
itself in said action.
C. In addition to reviewing certified payroll records, the District and the Engineer
reserve the right to audit the Contractor's employment and subcontractor
agreements and related documents in order to verify the Contractor's compliance
with the provisions of the California Labor Code and the Public Contract Code.
D. The Contractor shall bind every subcontractor to the terms of the Contract
Document as far as such terms are applicable to subcontractor's portion of the
Work, and Contractor shall be responsible to the District for the acts and omissions
of its subcontractors.
E. Contractor shall perform not less than 30 percent of the total value of the Work
excluding the value of materials and equipment with its own forces (i.e., without
subcontracting). The 30 percent requirement shall be understood to refer to
monetary value of the Work performed by Contractor, the value of which totals not
less than 30 percent of the Contract Price excluding the value of materials and
equipment.
2.07 ASSIGNMENT
A. The Contractor shall not assign the Contract or sublet it as a whole or in part without
the written consent of the District, nor shall the Contractor assign any monies due,
or to become due, without the prior written consent of the District.
2.08 WAGE RATES
A. California Determinations.
1. Pursuant to provisions of the California Labor Code, the Director of Industrial
Relations has ascertained the prevailing rate of per diem wages in the locality
in which the Work is to be performed, applicable to the Work to be done.
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2. Copies of these wage determinations are on file with the District and are
available for examination as stipulated in Section 00 10 00, Solicitation —
Invitation to Bid.
B. Classification Not Listed.
1. Contractor shall notify District promptly, in writing, of labor classifications not
listed in the prevailing wage determination but necessary for the performance
of the Work.
2. When a labor classification not listed in the prevailing wage determination is
necessary for the performance of the Work, Contractor may be required to
pay, for the classifications not listed, the rate applicable to the classification
most closely related to that which is not listed.
C. Contractor shall pay not less than the prevailing rate of per diem wages determined
by the Director of Industrial Relations, and Contractor shall be responsible for its
Subcontractors paying not less than said per diem wages. The Contractor is aware
of the requirements of Labor Code Sections 1720 et seq. and 1770 et seq., as well
as California Code of Regulations, Title 8, Section 16000 et seq. ("Prevailing Wage
Laws"), which require the payment of prevailing wage rates and the performance of
other requirements on certain "public works" and "maintenance" projects. Since this
Work involves an applicable "public works" or"maintenance" project, as defined by
the Prevailing Wage Laws, and since the total compensation is $1,000 or more,
Contractor agrees to fully comply with such Prevailing Wage Laws.
D. Contractor may be subject to penalties for paying less than the prevailing wages
pursuant to provisions of California Labor Code, Section 1775.
2.09 PREVAILING WAGE
A. The Contractor shall forfeit as penalty to the District the sum of not more than Two
Hundred Dollars ($200) as determined in accordance with Labor Code Section
1775, for each calendar day or portion thereof for each worker (whether employed
by the Contractor or Subcontractor) paid less than the stipulated California
prevailing rates for any work done under the Contract in violation of the provisions
of the Labor Code and in particular, Section 1772 through Section 1780 thereof.
B. The Contractor is not entitled to make any claims against the District for additional
compensation because of the payment of the wages pursuant to the Contract
Documents, which shall be the sole responsibility of the Contractor. The possibility
of wage increases is one of the elements to be considered by the Contractor in
determining its proposal, and will not under any circumstances be considered as the
basis of a claim against the District or the Engineer.
C. The Contractor shall keep accurate certified payroll records, as required by Labor
Code §1776, and shall notify the District of the address at which such records are
held. Such records shall be made available as required by Labor Code §1776,
including to the District within 10 days of receipt of request. If the Contractor fails to
comply with such a request, it shall forfeit $100 per day for each worker until strict
compliance is effectuated.
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D. In accordance with Labor Code section 1771.4, the Contractor and each
subcontractor shall furnish the certified payroll records directly to the Department of
Industrial Relations on a weekly basis and in the format prescribed by the
Department of Industrial Relations, which may include electronic submission.
Contractor shall comply with all requirements and regulations from the Department
of Industrial Relations relating to labor compliance monitoring and enforcement.
2.10 LABOR DISCRIMINATION
A. Attention is directed to Section 1735 of the California Labor Code, which reads as
follows:
,,A contractor shall not discriminate in the employment of persons
upon public works on any basis listed in subdivision (a) of Section
12940 of the Government Code, as those bases are defined in
Sections 12926 and 12926.1 of the Government Code, except as
otherwise provided in Section 12940 of the Government Code. Every
contractor for public works who violates this section is subject to all
the penalties imposed for a violation of this chapter. "
B. Attention is subsequently directed to Section 12940 and 12940(a) of the California
Government Code, which reads as follows:
"It shall be an unlawful employment practice, unless based upon a bona fide
occupational qualification, or, except where based upon applicable security
regulations established by the United States or the State of California:
(a) For an employer, because of the race, religious creed, color, national
origin, ancestry, physical disability, mental disability, medical condition,
marital status, sex, age, or sexual orientation of any person, to refuse to hire
or employ the person or to refuse to select the person for a training program
leading to employment, or to bar or to discharge the person from
employment or from a training program leading to employment, or to
discriminate against the person in compensation or in terms, conditions, or
privileges of employment. "
2.11 EIGHT-HOUR DAY LIMITATION
A. In accordance with the provisions of the California Labor Code, and in particular,
Sections 1810 to 1815 thereof, inclusive, eight hours labor shall constitute a legal
day's work, and no worker, in the employ of said Contractor, or any Subcontractor,
doing or contracting to do any part of the work contemplated by this Contract, shall
be required or permitted to work more than eight (8) hours in any one calendar day
and forty (40) hours in any one calendar week in violation of those provisions;
provided that subject to Labor Code Section 1815, a worker may perform work in
excess of eight (8) hours per day and forty (40) hours during any one week upon
compensation for all hours worked in excess of eight (8) hours per day at not less
than one and one-half (1.5) times the basic rate of pay.
B. The Contractor and each Subcontractor shall also keep an accurate record showing
the names and actual hours worked each calendar day and each calendar week of
all workers employed by it in connection with the work specified herein, which
record shall be open at all reasonable hours to the inspection of the District, the
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Division of Labor Standards Enforcement and State and Federal officers and
agents; and it is hereby further agreed that, except as provided in (a) above, the
Contractor shall forfeit as a penalty to the District the sum of twenty-five dollars
($25)for each worker employed in the performance of this Contract by him or by
any Subcontractor under him for each calendar day during which such worker is
required or permitted to labor more than eight (8) hours in any one calendar day
and forty (40) hours in any one calendar week in violation of Sections 1810 through
1815.
2.12 COMPLIANCE WITH STATE REQUIREMENTS FOR EMPLOYMENT OF
APPRENTICES
A. The Contractor's attention is directed to Sections 1777.5, 1777.6, and 1777.7 of the
California Labor Code; provisions of which pertaining to employment of indentured
apprentices on public works projects are hereby incorporated by this reference into
the Contract Documents. As applicable, the Contractor or any Subcontractor
employed by it in the performance of the work take such actions as necessary to
comply with the provisions of these Sections.
2.13 CONTRACTOR'S LICENSE NOTICE
A. 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 years
of the date of the alleged violation. A complaint regarding a latent act or omission
pertaining to structural defects must be filed within 10 years of the date of the
alleged violation. Any questions concerning a contractor may be referred to the
Registrar, Contractors' State License Board, P.O. Box 26000, Sacramento,
California 95826.
B. Licensing requirements for the Contractor and Subcontractors for Work under this
Contract are as stated in Section 00 10 00 —Solicitation.
2.14 THIRD-PARTY CLAIMS
A. Pursuant to Public Contract Code Section 9201, the District shall provide
Contractor with timely notification of the receipt of any third-party claim relating to
the Contract
END OF SECTION
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SECTION 00 74 00
GRANT CONDITIONS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes: Added provisions to the conditions of the contract for compliance
with the various State and Federal contract rules and regulations.
B. Related Sections:
1. 00 10 00, Solicitation-Invitation to Bid.
2. 00 20 00, Instructions to Bidders.
3. 0041 00, Bid Forms.
4. 00 52 00, Formal Contract.
5. 0061 00, Bond Forms.
6. 00 72 00, General Conditions.
7. 00 73 00, Supplementary Conditions.
8. 00 75 00, Grant Forms
9. 01 3200, Construction Progress Documentation.
10. 01 3500, Special Procedures.
11. 01 41 00, Regulatory Requirements.
12. 01 7700, Closeout Requirements.
C. The conditions set forth in this Section are in addition to conditions set forth
elsewhere in these Contract Documents. If the conditions set forth elsewhere are
more stringent and/or restrictive, then those conditions shall prevail over the
conditions set forth in this Section.
1.02 REFERENCES
A. Davis-Bacon Wage Rate Determinations (attached)
B. Implementation of American Iron and Steel provisions of P.L. 113-76, Consolidated
Appropriations Act, 2014 (USEPA, March 20, 2014).
C. State Water Resources Control Board "Guidelines for Meeting the California State
Revolving Fund (CASRF) Loan Programs (Clean Water and Drinking Water SRF)
Disadvantaged Business Enterprise (DBE) Requirements" (Revised December
2016).
PART 2 DESCRIPTION
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2.01 AMERICAN IRON AND STEEL CLAUSES
A. The Contractor acknowledges to and for the benefit of the District that it
understands the goods and services under this Agreement are subject to the
American Iron and Steel procurement provisions of P.L. 113-76, Consolidated
Appropriations Act of 2014 commonly known as American Iron and Steel (AIS) that
requires all of the iron and steel used in the project be produced in the United
States ("Buy American Requirements"), including those products provided by the
Contractor pursuant to this Agreement. Production includes all manufacturing
processes, including application of coatings.
1. For utility projects, the products that would commonly be subject to AIS
compliance include, but are not limited to:
a. Lined or unlined pipes and fittings;
b. Manhole covers and other municipal castings;
c. Hydrants;
d. Tanks;
e. Flanges;
f. Pipe clamps and restraints
g. Valves;
h. Structural steel,
i. Reinforced pre-cast concrete; and
j. Reinforcing for cast-in-place concrete.
2. The Contractor acknowledges that the Work as defined by the Contract
Documents may include additional iron and steel elements not listed
above that are subject to AIS Requirements at no additional cost to the
District.
B. The Contractor hereby represents and warrants to and for the benefit of the
Purchaser the following.
1. The Contractor has reviewed and understands the AIS Requirements.
2. All of the iron, steel, and goods used in the project will be and/or have
been produced in the United States in a manner that complies with the
AIS requirements, unless a waiver of the requirements is approved.
3. The Contractor will provide any further verified information, certification,
or assurance of compliance with this paragraph, or information
necessary to support a waiver of the AIS Requirements, as may be
requested by the Purchaser or State.
C. Notwithstanding any other provision of this Agreement, any failure to comply with
this paragraph by the Contractor shall permit the Purchaser to recover as damages
against the Contractor any loss, expense or cost (including without limitation
attorney's fees) incurred by the Purchaser or State resulting from any such failure
(including without limitation any impairment or loss of funding, whether in whole or
in part, from the State or any damages owed to the State by the Purchaser). While
the Contractor has no direct contractual privity with the State, as a lender to the
Purchaser for the funding of its project, the Purchaser and the Contractor agree that
the State is a third-party beneficiary and neither this paragraph (nor any other
provision of this Agreement necessary to give this paragraph force or effect) shall
be amended or waived without the prior written consent of the State.
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2.02 DAVIS-BACON ACT PROVISIONS
A. Contractor shall comply with the following provisions of the Davis-Bacon Act.
"(1) Minimum wages.
(i) All laborers and mechanics employed or working upon the site of the work
(or under the United States Housing Act of 1937 or under the Housing Act of
1949 in the construction or development of the project), will be paid
unconditionally and not less often than once a week, and without
subsequent deduction or rebate on any account (except such payroll
deductions as are permitted by regulations issued by the Secretary of Labor
under the Copeland Act (29 CFR part 3)), the full amount of wages and bona
fide fringe benefits (or cash equivalents thereof) due at time of payment
computed at rates not less than those contained in the wage determination
of the Secretary of Labor which is attached hereto and made a part hereof,
regardless of any contractual relationship which may be alleged to exist
between the contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe
benefits under section (1)(b)(2) of the Davis-Bacon Act on behalf of laborers
or mechanics are considered wages paid to such laborers or mechanics,
subject to the provisions of paragraph (a)(1)(iv) of this section; also, regular
contributions made or costs incurred for more than a weekly period (but not
less often than quarterly) under plans, funds, or programs which cover the
particular weekly period, are deemed to be constructively made or incurred
during such weekly period. Such laborers and mechanics shall be paid the
appropriate wage rate and fringe benefits on the wage determination for the
classification of work actually performed, without regard to skill, except as
provided in Sec. 5.5(a)(4). Laborers or mechanics performing work in more
than one classification may be compensated at the rate specified for each
classification for the time actually worked therein: Provided that the
employer's payroll records accurately set forth the time spent in each
classification in which work is performed. The wage determination (including
any additional classification and wage rates conformed under paragraph
(a)(1)(ii) of this section) and the Davis-Bacon poster (WH-1321) shall be
posted at all times by the contractor and its subcontractors at the site of the
work in a prominent and accessible place where it can be easily seen by the
workers.
(ii)(A) The contracting officer shall require that any class of laborers or
mechanics, including helpers, which is not listed in the wage determination
and which is to be employed under the contract shall be classified in
conformance with the wage determination. The contracting officer shall
approve an additional classification and wage rate and fringe benefits
therefore only when the following criteria have been met:
(1) The work to be performed by the classification requested is not
performed by a classification in the wage determination; and
(2) The classification is utilized in the area by the construction
industry; and
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(3) The proposed wage rate, including any bona fide fringe benefits,
bears a reasonable relationship to the wage rates contained in the
wage determination.
(B) If the contractor and the laborers and mechanics to be employed in the
classification (if known), or their representatives, and the contracting officer
agree on the classification and wage rate (including the amount designated
for fringe benefits where appropriate), a report of the action taken shall be
sent by the contracting officer to the Administrator of the Wage and Hour
Division, Employment Standards Administration, U.S. Department of Labor,
Washington, DC 20210. The Administrator, or an authorized representative,
will approve, modify, or disapprove every additional classification action
within 30 days of receipt and so advise the contracting officer or will notify
the contracting officer within the 30-day period that additional time is
necessary.
(C) In the event the contractor, the laborers or mechanics to be employed in
the classification or their representatives, and the contracting officer do not
agree on the proposed classification and wage rate (including the amount
designated for fringe benefits, where appropriate), the contracting officer
shall refer the questions, including the views of all interested parties and the
recommendation of the contracting officer, to the Administrator for
determination. The Administrator, or an authorized representative, will issue
a determination within 30 days of receipt and so advise the contracting
officer or will notify the contracting officer within the 30-day period that
additional time is necessary.
(D) The wage rate (including fringe benefits where appropriate) determined
pursuant to paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all
workers performing work in the classification under this contract from the
first day on which work is performed in the classification.
(iii)Whenever the minimum wage rate prescribed in the contract for a class
of laborers or mechanics includes a fringe benefit which is not expressed as
an hourly rate, the contractor shall either pay the benefit as stated in the
wage determination or shall pay another bona fide fringe benefit or an hourly
cash equivalent thereof.
(iv) If the contractor does not make payments to a trustee or other third
person, the contractor may consider as part of the wages of any laborer or
mechanic the amount of any costs reasonably anticipated in providing bona
fide fringe benefits under a plan or program, Provided, That the Secretary of
Labor has found, upon the written request of the contractor, that the
applicable standards of the Davis-Bacon Act have been met. The Secretary
of Labor may require the contractor to set aside in a separate account
assets for the meeting of obligations under the plan or program.
(2) Withholding. The South Tahoe PUD shall upon its own action or upon
written request of an authorized representative of the Department of Labor
withhold or cause to be withheld from the contractor under this contract or
any other Federal contract with the same prime contractor, or any other
federally-assisted contract subject to Davis-Bacon prevailing wage
requirements, which is held by the same prime contractor, so much of the
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accrued payments or advances as may be considered necessary to pay
laborers and mechanics, including apprentices, trainees, and helpers,
employed by the contractor or any subcontractor the full amount of wages
required by the contract. In the event of failure to pay any laborer or
mechanic, including any apprentice, trainee, or helper, employed or working
on the site of the work (or under the United States Housing Act of 1937 or
under the Housing Act of 1949 in the construction or development of the
project), all or part of the wages required by the contract, the South Tahoe
PUD may, after written notice to the contractor, sponsor, applicant or owner,
take such action as may be necessary to cause the suspension of any further
payment, advance, or guarantee of funds until such violations have ceased.
(3) Payrolls and basic records.
(i) Payrolls and basic records relating thereto shall be maintained by the
contractor during the course of the work and preserved for a period of three
years thereafter for all laborers and mechanics working at the site of the work
(or under the United States Housing Act of 1937, or under the Housing Act of
1949, in the construction or development of the project). Such records shall
contain the name, address, and social security number of each such worker,
his or her correct classification, hourly rates of wages paid (including rates of
contributions or costs anticipated for bona fide fringe benefits or cash
equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-
Bacon Act), daily and weekly number of hours worked, deductions made and
actual wages paid. Whenever the Secretary of Labor has found under 29
CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the
amount of any costs reasonably anticipated in providing benefits under a plan
or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the
contractor shall maintain records which show that the commitment to provide
such benefits is enforceable, that the plan or program is financially
responsible, and that the plan or program has been communicated in writing
to the laborers or mechanics affected, and records which show the costs
anticipated or the actual cost incurred in providing such benefits. Contractors
employing apprentices or trainees under approved programs shall maintain
written evidence of the registration of apprenticeship programs and
certification of trainee programs, the registration of the apprentices and
trainees, and the ratios and wage rates prescribed in the applicable
programs.
(ii)(A) The contractor shall submit weekly for each week in which any contract
work is performed a copy of all payrolls to the South Tahoe PUD if the South
Tahoe PUD is a party to the contract, but if the South Tahoe PUD is not
such a party, the contractor will submit the payrolls to the applicant, sponsor,
or owner, as the case may be, for transmission to the State Water Resources
Control Board, or the United States Environmental Protection Agency. The
payrolls submitted shall set out accurately and completely all of the
information required to be maintained under 29 CFR 5.5(a)(3)(i), except that
full social security numbers and home addresses shall not be included on
weekly transmittals. Instead the payrolls shall only need to include an
individually identifying number for each employee (e.g., the last four digits of
the employee's social security number). The required weekly payroll
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information may be submitted in any form desired. Optional Form WH-347 is
available for this purpose from the Wage and Hour Division Web site at
http://www.dol.gov/whd/forms/wh347instr.htm or its successor site. The prime
contractor is responsible for the submission of copies of payrolls by all
subcontractors. Contractors and subcontractors shall maintain the full social
security number and current address of each covered worker, and shall
provide them upon request to the State Water Resources Control Board, or
the United States Environmental Protection Agency if the agency is a party to
the contract, but if the agency is not such a party, the contractor will submit
them to the applicant, sponsor, or owner, as the case may be, for
transmission to the State Water Resources Control Board or the United
States Environmental Protection Agency, the contractor, or the Wage and
Hour Division of the Department of Labor for purposes of an investigation or
audit of compliance with prevailing wage requirements. It is not a violation of
this section for a prime contractor to require a subcontractor to provide
addresses and social security numbers to the prime contractor for its own
records, without weekly submission to the sponsoring government agency (or
the applicant, sponsor, or owner.
(B) Each payroll submitted shall be accompanied by a "Statement of
Compliance," signed by the contractor or subcontractor or his or her agent
who pays or supervises the payment of the persons employed under the
contract and shall certify the following:
(1) That the payroll for the payroll period contains the information
required to be provided under Sec. 5.5 (a)(3)(ii) of Regulations, 29 CFR
part 5, the appropriate information is being maintained under Sec. 5.5
(a)(3)(i) of Regulations, 29 CFR part 5, and that such information is
correct and complete;
(2) That each laborer or mechanic (including each helper, apprentice,
and trainee) employed on the contract during the payroll period has been
paid the full weekly wages earned, without rebate, either directly or
indirectly, and that no deductions have been made either directly or
indirectly from the full wages earned, other than permissible deductions
as set forth in Regulations, 29 CFR part 3;
(3) That each laborer or mechanic has been paid not less than the
applicable wage rates and fringe benefits or cash equivalents for the
classification of work performed, as specified in the applicable wage
determination incorporated into the contract.
(C) The weekly submission of a properly executed certification set forth on
the reverse side of Optional Form WH-347 shall satisfy the requirement for
submission of the 'Statement of Compliance" required by paragraph
(a)(3)(ii)(B) of this section.
(D) The falsification of any of the above certifications may subject the
contractor or subcontractor to civil or criminal prosecution under section 1001
of title 18 and section 231 of title 31 of the United States Code.
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(iii) The contractor or subcontractor shall make the records required under
paragraph (a)(3)(i) of this section available for inspection, copying, or
transcription by authorized representatives of the State Water Resources
Control Board, the State of California, the United States Environmental
Protection Agency, or the Department of Labor, and shall permit such
representatives to interview employees during working hours on the job. If
the contractor or subcontractor fails to submit the required records or to
make them available, the Federal agency or State may, after written
notice to the contractor, sponsor, applicant, or owner, take such action as
may be necessary to cause the suspension of any further payment,
advance, or guarantee of funds. Furthermore, failure to submit the
required records upon request or to make such records available may be
grounds for debarment action pursuant to 29 CFR 5.12.
(4) Apprentices and trainees—
(i) Apprentices. Apprentices will be permitted to work at less than the
predetermined rate for the work they performed when they are employed
pursuant to and individually registered in a bona fide apprenticeship
program registered with the U.S. Department of Labor, Employment and
Training Administration, Office of Apprenticeship Training, Employer and
Labor Services, or with a State Apprenticeship Agency recognized by the
Office, or if a person is employed in his or her first 90 days of
probationary employment as an apprentice in such an apprenticeship
program, who is not individually registered in the program, but who has
been certified by the Office of Apprenticeship Training, Employer and
Labor Services or a State Apprenticeship Agency (where appropriate) to
be eligible for probationary employment as an apprentice. The allowable
ratio of apprentices to journeymen on the job site in any craft
classification shall not be greater than the ratio permitted to the contractor
as to the entire work force under the registered program. Any worker
listed on a payroll at an apprentice wage rate, who is not registered or
otherwise employed as stated above, shall be paid not less than the
applicable wage rate on the wage determination for the classification of
work actually performed. In addition, any apprentice performing work on
the job site in excess of the ratio permitted under the registered program
shall be paid not less than the applicable wage rate on the wage
determination for the work actually performed. Where a contractor is
performing construction on a project in a locality other than that in which
its program is registered, the ratios and wage rates (expressed in
percentages of the journeyman's hourly rate) specified in the contractor's
or subcontractor's registered program shall be observed. Every
apprentice must be paid at not less than the rate specified in the
registered program for the apprentice's level of progress, expressed as a
percentage of the journeymen hourly rate specified in the applicable wage
determination. Apprentices shall be paid fringe benefits in accordance
with the provisions of the apprenticeship program. If the apprenticeship
program does not specify fringe benefits, apprentices must be paid the
full amount of fringe benefits listed on the wage determination for the
applicable classification. If the Administrator determines that a different
practice prevails for the applicable apprentice classification, fringes shall
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be paid in accordance with that determination. In the event the Office of
Apprenticeship Training, Employer and Labor Services, or a State
Apprenticeship Agency recognized by the Office, withdraws approval of
an apprenticeship program, the contractor will no longer be permitted to
utilize apprentices at less than the applicable predetermined rate for the
work performed until an acceptable program is approved.
(ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be
permitted to work at less than the predetermined rate for the work
performed unless they are employed pursuant to and individually
registered in a program which has received prior approval, evidenced by
formal certification by the U.S. Department of Labor, Employment and
Training Administration. The ratio of trainees to journeymen on the job
site shall not be greater than permitted under the plan approved by the
Employment and Training Administration. Every trainee must be paid at
not less than the rate specified in the approved program for the trainee's
level of progress, expressed as a percentage of the journeyman hourly
rate specified in the applicable wage determination. Trainees shall be
paid fringe benefits in accordance with the provisions of the trainee
program. If the trainee program does not mention fringe benefits, trainees
shall be paid the full amount of fringe benefits listed on the wage
determination unless the Administrator of the Wage and Hour Division
determines that there is an apprenticeship program associated with the
corresponding journeyman wage rate on the wage determination which
provides for less than full fringe benefits for apprentices. Any employee
listed on the payroll at a trainee rate who is not registered and
participating in a training plan approved by the Employment and Training
Administration shall be paid not less than the applicable wage rate on the
wage determination for the classification of work actually performed. In
addition, any trainee performing work on the job site in excess of the ratio
permitted under the registered program shall be paid not less than the
applicable wage rate on the wage determination for the work actually
performed. In the event the Employment and Training Administration
withdraws approval of a training program, the contractor will no longer be
permitted to utilize trainees at less than the applicable predetermined rate
for the work performed until an acceptable program is approved.
(iii) Equal employment opportunity. The utilization of apprentices, trainees
and journeymen under this part shall be in conformity with the equal
employment opportunity requirements of Executive Order 11246, as
amended, and 29 CFR part 30.
(5) Compliance with Copeland Act requirements. The contractor shall comply
with the requirements of 29 CFR part 3, which are incorporated by reference
in this contract.
(6) Subcontracts. The contractor or subcontractor shall insert in any
subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and
such other clauses as the State Water Resources Control Board, United
States Environmental Protection Agency, federal Office of Management and
Budgets, and/or federal Department of Labor may by appropriate instructions
require, and also a clause requiring the subcontractors to include these
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clauses in any lower tier subcontracts. The prime contractor shall be
responsible for the compliance by any subcontractor or lower tier
subcontractor with all the contract clauses in 29 CFR 5.5.
(7) Contract termination: debarment. A breach of the contract clauses in 29
CFR 5.5 may be grounds for termination of the contract, and for debarment
as a contractor and a subcontractor as provided in 29 CFR 5.12.
(8) Compliance with Davis-Bacon and Related Act requirements. All rulings
and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR
parts 1, 3, and 5 are herein incorporated by reference in this contract.
(9) Disputes concerning labor standards. Disputes arising out of the labor
standards provisions of this contract shall not be subject to the general
disputes clause of this contract. Such disputes shall be resolved in
accordance with the procedures of the Department of Labor set forth in 29
CFR parts 5, 6, and 7. Disputes within the meaning of this clause include
disputes between the contractor (or any of its subcontractors) and the
contracting agency, the U.S. Department of Labor, or the employees or their
representatives.
(10) Certification of eligibility.
(i) By entering into this contract, the contractor certifies that neither it (nor
he or she) nor any person or firm who has an interest in the contractor's
firm is a person or firm ineligible to be awarded Government contracts by
virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
(ii) No part of this contract shall be subcontracted to any person or firm
ineligible for award of a Government contract by virtue of section 3(a) of
the Davis-Bacon Act or 29 CFR 5.12(a)(1).
(iii) The penalty for making false statements is prescribed in the U.S.
Criminal Code, 18 U.S.C. 1001."
B. Contract Work Hours and Safety Standards Act. For any contract in an amount in
excess of$100,000 and subject to the overtime provisions of the Contract Work
Hours and Safety Standards Act, the following clauses shall be included, in addition
to the clauses required by Sec. 5.5(a) or 4.6 of part 4 of this title. As used in this
paragraph, the terms laborers and mechanics include watchmen and guards.
(1) Overtime requirements. No contractor or subcontractor contracting for any
part of the contract work which may require or involve the employment of
laborers or mechanics shall require or permit any such laborer or mechanic in
any workweek in which he or she is employed on such work to work in excess of
forty hours in such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half times the basic rate of pay
for all hours worked in excess of forty hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated damages. In the event of any
violation of the clause set forth in paragraph (b)(1) of this section the contractor
and any subcontractor responsible therefore shall be liable for the unpaid wages.
In addition, such contractor and subcontractor shall be liable to the United States
(in the case of work done under contract for the District of Columbia or a territory,
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to such District or to such territory), for liquidated damages. Such liquidated
damages shall be computed with respect to each individual laborer or mechanic,
including watchmen and guards, employed in violation of the clause set forth in
paragraph (b)(1) of this section, in the sum of$10 for each calendar day on
which such individual was required or permitted to work in excess of the standard
workweek of forty hours without payment of the overtime wages required by the
clause set forth in paragraph (b)(1) of this section.
(3)Withholding for unpaid wages and liquidated damages. The District shall upon
its own action or upon written request of an authorized representative of the
Department of Labor withhold or cause to be withheld, from any moneys payable
on account of work performed by the contractor or subcontractor under any such
contract or any other Federal contract with the same prime contractor, or any
other federally-assisted contract subject to the Contract Work Hours and Safety
Standards Act, which is held by the same prime contractor, such sums as may
be determined to be necessary to satisfy any liabilities of such contractor or
subcontractor for unpaid wages and liquidated damages as provided in the
clause set forth in paragraph (b)(2) of this section.
(4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts
the clauses set forth in paragraph (b)(1)through (4) of this section and also a
clause requiring the subcontractors to include these clauses in any lower tier
subcontracts. The prime contractor shall be responsible for compliance by any
subcontractor or lower tier subcontractor with the clauses set forth in paragraphs
(b)(1) through (4) of this section."
C. For any contract subject only to the Contract Work Hours and Safety Standards Act
and not to any of the other statutes cited in Sec. 5.1, the following shall be required:
"the contractor or subcontractor shall maintain payrolls and basic payroll records
during the course of the work and shall preserve them for a period of three years
from the completion of the contract for all laborers and mechanics, including
guards and watchmen, working on the contract. Such records shall contain the
name and address of each such employee, social security number, correct
classifications, hourly rates of wages paid, daily and weekly number of hours
worked, deductions made, and actual wages paid. Further, the Agency Head
shall cause or require the contracting officer to insert in any such contract a
clause providing that the records to be maintained under this paragraph shall be
made available by the contractor or subcontractor for inspection, copying, or
transcription by authorized representatives of the USEPA and the Department of
Labor, and the contractor or subcontractor will permit such representatives to
interview employees during working hours on the job."
D. Wage Rate Determinations.
1. The Contractor shall, at a minimum, pay wages and benefits consistent with the
determinations for the applicable classifications and groups, as set forth in
current versions of the Davis Bacon Act Wage Determinations.
a. These rates shall be applicable for the term of the Contract. A copy of the
General Decision listing the minimum rates to be paid by labor
classification is attached to this Section.
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b. If the California Prevailing Wage rate for a given classification is greater
than the wage rate set in the General Decision identified in 1. (above) at
the time the work is performed, then the minimum wage paid shall be
consistent with the California Prevailing Wage rate.
E. Compliance Verification: The Contractor and its subcontractors shall cooperate with
the District and not hinder its performance of periodic interviews of a sufficient
number of employees entitled to Davis Bacon prevailing wages (covered
employees), its review of weekly payroll data to verify that contractors or
subcontractors are paying the appropriate wage rates, and its review of apprentice
and trainee programs, if applicable.
2.03 LABOR CODE SECTION 1776 - COMPLETE PAYROLL RECORDS; CERTIFIED AND
AVAILABLE
A. Each CONTRACTOR and subcontractor shall keep accurate payroll records,
showing the name, address, social security number, work classification, straight
time and overtime hours worked each day and week, and the actual per diem
wages paid to each journeyman, apprentice, worker, or other employee employed
by him or her in connection with the public work. Each payroll record shall contain or
be verified by a written declaration that it is made under penalty of perjury, stating
both of the following:
1. The information contained in the payroll record is true and correct.
1. The employer has complied with the requirements of Sections 1771, 1811, and
1815 for any work performed by his or her employees on the public works
project.
B. The payroll records enumerated under Part A shall be certified and shall be
available for inspection at all reasonable hours at the principal office of the
CONTRACTOR on the following basis:
1. A certified copy of an employee's payroll record shall be made available for
inspection or furnished to the employee or his or her authorized representative
on request.
2. A certified copy of all payroll records enumerated in Part A shall be made
available for inspection or furnished upon request to a representative of the
body awarding the contract, the Division of Labor Standards Enforcement, and
the Division of Apprenticeship Standards of the Department of Industrial
Relations.
3. A certified copy of all payroll records enumerated in Part A shall be made
available upon request by the public for inspection or for copies thereof.
However, a request by the public shall be made through either the body
awarding the contract, the Division of Apprenticeship Standards, or the
Division of Labor Standards Enforcement. If the requested payroll records
have not been provided pursuant to Part 2, the requesting party shall, prior to
being provided the records, reimburse the costs of preparation by the
CONTRACTOR, subcontractors, and the entity through which the request was
made. The public shall not be given access to the records at the principal
office of the CONTRACTOR.
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C. The certified payroll records shall be on forms provided by the Division of Labor
Standards Enforcement or shall contain the same information as the forms provided
by the division.
D. A CONTRACTOR or subcontractor shall file a certified copy of the records
enumerated in Part A with the entity that requested the records within 10 days after
receipt of a written request.
E. Any copy of records made available for inspection as copies and furnished upon
request to the public or any public agency by the awarding body, the Division of
Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be
marked or obliterated to prevent disclosure of an individual's name, address, and
social security number. The name and address of the CONTRACTOR awarded the
contract or the subcontractor performing the contract shall not be marked or
obliterated. Any copy of records made available for inspection by, or furnished to, a
joint labor-management committee established pursuant to the federal Labor
Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States
Code) shall be marked or obliterated only to prevent disclosure of an individual's
name and social security number. A joint labor management committee may
maintain an action in a court of competent jurisdiction against an employer who fails
to comply with Section 1774. The court may award restitution to an employee for
unpaid wages and may award the joint labor management committee reasonable
attorney's fee and costs incurred in maintaining the action. An action under this
subdivision may not be based on the employer's misclassification of the craft of a
worker on its certified payroll records. Nothing in this subdivision limits any other
available remedies for a violation of this chapter.
F. The CONTRACTOR shall inform the body awarding the contract of the location of
the records enumerated under subdivision (a), including the street address, city and
county, and shall, within five working days, provide a notice of a change of location
and address.
G. The CONTRACTOR or subcontractor shall have 10 days in which to comply
subsequent to receipt of a written notice requesting the records enumerated in
subdivision (a). In the event that the CONTRACTOR or subcontractor fails to
comply within the 10-day period, he or she shall, as a penalty to the state or political
subdivision on whose behalf the contract is made or awarded, forfeit twenty-five
dollars ($25) for each calendar day, or portion thereof, for each worker, until strict
compliance is effectuated. Upon the request of the Division of Apprenticeship
Standards or the Division of Labor Standards Enforcement, these penalties shall be
withheld from progress payments then due. A CONTRACTOR is not subject to a
penalty assessment pursuant to this section due to the failure of a subcontractor to
comply with this section.
H. The body awarding the contract shall cause to be inserted in the contract
stipulations to effectuate this section.
I. The director shall adopt rules consistent with the California Public Records Act,
(Chapter 3.5 (commencing with Section 6250), Division 7, Title 1, Government
Code) and the Information Practices Act of 1977, (Title 1.8 (commencing with
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Section 1798), Part 4, Division 3, Civil Code) governing the release of these
records, including the establishment of reasonable fees to be charged for
reproducing copies of records required by this section.
2.04 LABOR CODE SECTION 1777.5 - EMPLOYMENT OF PROPERLY REGISTERED
APPRENTICES
A. Nothing in this chapter shall prevent the employment of properly registered
apprentices upon public works.
B. Every apprentice employed upon public works shall be paid the prevailing rate of
per diem wages for apprentices in the trade to which he or she is registered and
shall be employed only at the work of the craft or trade to which he or she is
registered.
C. Only apprentices, as defined in Section 3077, who are in training under
apprenticeship standards that have been approved by the Chief of the Division of
Apprenticeship Standards and who are parties to written apprentice agreements
under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be
employed at the apprentice wage rate on public works. The employment and
training of each apprentice shall be in accordance with either of the following:
1. The apprenticeship standards and apprentice agreements under which he or
she is training.
2. The rules and regulations of the California Apprenticeship Council.
D. When the CONTRACTOR to whom the contract is awarded by the state or any
political subdivision, in performing any of the work under the contract, employs
workers in any apprenticeable craft or trade, the CONTRACTOR shall employ
apprentices in at least the ratio set forth in this section and may apply to any
apprenticeship program in the craft or trade that can provide apprentices to the site
of the public work for a certificate approving the CONTRACTOR under the
apprenticeship standards for the employment and training of apprentices in the area
or industry affected. However, the decision of the apprenticeship program to
approve or deny a certificate shall be subject to review by the Administrator of
Apprenticeship. The apprenticeship program or programs, upon approving the
CONTRACTOR, shall arrange for the dispatch of apprentices to the
CONTRACTOR. A CONTRACTOR covered by an apprenticeship program's
standards shall not be required to submit any additional application in order to
include additional public works contracts under that program. "Apprenticeable craft
or trade," as used in this section, means a craft or trade determined as an
apprenticeable occupation in accordance with rules and regulations prescribed by
the California Apprenticeship Council. As used in this section, "CONTRACTOR"
includes any subcontractor under a CONTRACTOR who performs any public works
not excluded by subdivision (o).
E. Prior to commencing work on a contract for public works, every CONTRACTOR
shall submit contract award information to an applicable apprenticeship program
that can supply apprentices to the site of the public work. The information submitted
shall include an estimate of journeyman hours to be performed under the contract,
the number of apprentices proposed to be employed, and the approximate dates
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the apprentices would be employed. A copy of this information shall also be
submitted to the awarding body if requested by the awarding body. Within 60 days
after concluding work on the contract, each CONTRACTOR and subcontractor shall
submit to the awarding body, if requested, and to the apprenticeship program a
verified statement of the journeyman and apprentice hours performed on the
contract. The information under this subdivision shall be public. The apprenticeship
programs shall retain this information for 12 months.
F. The apprenticeship program that can supply apprentices to the area of the site of
the public work shall ensure equal employment and affirmative action in
apprenticeship for women and minorities.
G. The ratio of work performed by apprentices to journeymen employed in a particular
craft or trade on the public work may be no higher than the ratio stipulated in the
apprenticeship standards under which the apprenticeship program operates where
the CONTRACTOR agrees to be bound by those standards, but, except as
otherwise provided in this section, in no case shall the ratio be less than one hour of
apprentice work for every five hours of journeyman work.
H. This ratio of apprentice work to journeyman work shall apply during any day or
portion of a day when any journeyman is employed at the jobsite and shall be
computed on the basis of the hours worked during the day by journeymen so
employed. Any work performed by a journeyman in excess of eight hours per day or
40 hours per week shall not be used to calculate the ratio. The CONTRACTOR
shall employ apprentices for the number of hours computed as above before the
end of the contract or, in the case of a subcontractor, before the end of the
subcontract. However, the CONTRACTOR shall endeavor, to the greatest extent
possible, to employ apprentices during the same time period that the journeymen in
the same craft or trade are employed at the jobsite. Where an hourly apprenticeship
ratio is not feasible for a particular craft or trade, the Chief of the Division of
Apprenticeship Standards, upon application of an apprenticeship program, may
order a minimum ratio of not less than one apprentice for each five journeymen in a
craft or trade classification.
I. A CONTRACTOR covered by this section that has agreed to be covered by an
apprenticeship program's standards upon the issuance of the approval certificate, or
that has been previously approved for an apprenticeship program in the craft or
trade, shall employ the number of apprentices or the ratio of apprentices to
journeymen stipulated in the applicable apprenticeship standards, but in no event
less than the 1-to-5 ratio required by subdivision (g).
J. Upon proper showing by a CONTRACTOR that he or she employs apprentices in a
particular craft or trade in the state on all of his or her contracts on an annual
average of not less than one hour of apprentice work for every five hours of labor
performed by journeymen, the Chief of the Division of Apprenticeship Standards
may grant a certificate exempting the CONTRACTOR from the 1-to-5 hourly ratio,
as set forth in this section for that craft or trade.
K. An apprenticeship program has the discretion to grant to a participating
CONTRACTOR or CONTRACTOR association a certificate, which shall be subject
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to the approval of the Administrator of Apprenticeship, exempting the
CONTRACTOR from the 1-to-5 ratio set forth in this section when it finds that any
one of the following conditions is met:
1. Unemployment for the previous three-month period in the area exceeds an
average of 15 percent.
2. The number of apprentices in training in the area exceeds a ratio of 1 to 5.
3. There is a showing that the apprenticeable craft or trade is replacing at least
one-thirtieth of its journeymen annually through apprenticeship training, either
on a statewide basis or on a local basis.
4. Assignment of an apprentice to any work performed under a public works
contract would create a condition that would jeopardize his or her life or the
life, safety, or property of fellow employees or the public at large, or the
specific task to which the apprentice is to be assigned is of a nature that
training cannot be provided by a journeyman.
L. When an exemption is granted pursuant to subdivision (k) to an organization that
represents CONTRACTORs in a specific trade from the 1-to-5 ratio on a local or
statewide basis, the member CONTRACTORs shall not be required to submit
individual applications for approval to local joint apprenticeship committees, if they
are already covered by the local apprenticeship standards.
M.
1. A CONTRACTOR to whom a contract is awarded, who, in performing any of
the work under the contract, employs journeymen or apprentices in any
apprenticeable craft or trade shall contribute to the California Apprenticeship
Council the same amount that the director determines is the prevailing amount
of apprenticeship training contributions in the area of the public works site. A
CONTRACTOR may take as a credit for payments to the council any amounts
paid by the CONTRACTOR to an approved apprenticeship program that can
supply apprentices to the site of the public works project. The CONTRACTOR
may add the amount of the contributions in computing his or her bid for the
contract.
2. At the conclusion of the 2002-03 fiscal year and each fiscal year thereafter, the
California Apprenticeship Council shall distribute training contributions
received by the council under this subdivision, less the expenses of the
Division of Apprenticeship Standards for administering this subdivision, by
making grants to approved apprenticeship programs for the purpose of training
apprentices. The funds shall be distributed as follows:
a. If there is an approved multiemployer apprenticeship program serving the
same craft or trade and geographic area for which the training
contributions were made to the council, a grant to that program shall be
made.
b. If there are two or more approved multiemployer apprenticeship programs
serving the same craft or trade and geographic area for which the training
contributions were made to the council, the grant shall be divided among
those programs based on the number of apprentices registered in each
program.
c. All training contributions not distributed under subparagraphs (A) and (B)
shall be used to defray the future expenses of the Division of
Apprenticeship Standards.
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3. All training contributions received pursuant to this subdivision shall be
deposited in the Apprenticeship Training Contribution Fund, which is hereby
created in the State Treasury. Notwithstanding Section 13340 of the
Government Code, all money in the Apprenticeship Training Contribution Fund
is hereby continuously appropriated for the purpose of carrying out this
subdivision and to pay the expenses of the Division of Apprenticeship
Standards.
N. The body awarding the contract shall cause to be inserted in the contract
stipulations to effectuate this section. The stipulations shall fix the responsibility of
compliance with this section for all apprenticeable occupations with the prime
CONTRACTOR.
O. This section does not apply to contracts of general CONTRACTORs or to contracts
of specialty CONTRACTORs not bidding for work through a general or prime
CONTRACTOR when the contracts of general CONTRACTORs or those specialty
CONTRACTORs involve less than thirty thousand dollars ($30,000).
P. All decisions of an apprenticeship program under this section are subject to Section
3081.
2.05 LABOR CODE SECTION 1810 - DEFINITION: A LEGAL DAY'S WORK
A. Eight hours labor constitutes a legal day's work in all cases where the same is
performed under the authority of any law of this State, or under the direction, or
control, or by the authority of any officer of this State acting in his official capacity, or
under the direction, or control or by the authority of any municipal corporation, or of
any officer thereof. A stipulation to that effect shall be made a part of all contracts to
which the State or any municipal corporation therein is a party.
2.06 LABOR CODE SECTION 1813 - PENALTY FOR OVERTIME ON ANY PUBLIC WORK
CONTRACT
A. The CONTRACTOR or subcontractor shall, as a penalty to the state or political
subdivision on whose behalf the contract is made or awarded, forfeit twenty-five
dollars ($25) for each worker employed in the execution of the contract by the
respective CONTRACTOR or subcontractor for each calendar day during which the
worker is required or permitted to work more than 8 hours in any one calendar day
and 40 hours in any one calendar week in violation of the provisions of this article.
In awarding any contract for public work, the awarding body shall cause to be
inserted in the contract a stipulation to this effect. The awarding body shall take
cognizance of all violations of this article committed in the course of the execution of
the contract, and shall report them to the Division of Labor Standards Enforcement.
2.07 LABOR CODE SECTION 1815 - MINIMUM OVERTIME PAY
A. Notwithstanding the provisions of Sections 1810 to 1814, inclusive, of this code, and
notwithstanding any stipulation inserted in any contract pursuant to the
requirements of said sections, work performed by employees of CONTRACTORs in
excess of 8 hours per day, and 40 hours during any one week, shall be permitted
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upon public work upon compensation for all hours worked in excess of 8 hours per
day at not less than one and one-half (1.5) times the basic rate of pay.
2.08 LABOR CODE SECTION 1860 - CONTRACT PROVISION
A. The awarding body shall cause to be inserted in every public works contract a
clause providing that, in accordance with the provisions of Section 3700 of the
Labor Code, every CONTRACTOR will be required to secure the payment of
compensation to his employees.
2.09 LABOR CODE SECTION 1861 - CONTRACTOR CERTIFICATION TO LABOR CODE
SECTION 3700
A. Each CONTRACTOR to whom a public works contract is awarded shall sign and file
with the awarding body the following certification prior to performing the work of the
contract: "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."
2.10 CULTURAL RESOURCES
A. If required as a condition of the District's contract for funding, the Contractor shall
abide by the following:
1. If archaeological features or materials are unearthed during any phase of
project activities, all work in the immediate vicinity of the find shall halt
until Recipient has contacted the State and the significance of the
resource has been evaluated. Any mitigation measures that may be
deemed necessary must have the approval of the State, and shall be
implemented, pursuant to the Secretary of the Interior's Standards and
Guidelines for Archaeology and Historic Preservation, 48 CFR 44716, by
a qualified archaeologist representing the Recipient prior to the
resumption of construction activities.
2. If human remains are exposed by activity related to the Project, the
Recipient must comply with California State Health and Safety Code,
Section 7050.5, which states that no further disturbance shall occur until
the County Coroner has made the necessary findings as to origin and
disposition pursuant to California Public Resources Code, Section
5097.98."
2.11 DISADVANTAGED BUSINESS ENTERPRISES (DBE) REQUIREMENTS
A. Compliance with the most recent requirements of the State Water Resources
Control Board "Guidelines for Meeting the California State Revolving Fund (CASRF)
Loan Programs (Clean Water and Drinking Water SRF) Disadvantaged Business
Enterprise (DBE) Requirements", and completion of the applicable forms identified
below and included in Section 00 75 00 of these Specifications together satisfy the
Disadvantaged Business Enterprise (DBE) requirements for this construction
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contract. Failure to take the six (6) Good Faith Efforts prior to bid opening shall
cause the bid to be rejected as a non-responsive bid.
1. Ensure DBEs are made aware of contracting opportunities to the fullest
extent practical through outreach and recruitment activities. For Tribal,
State and Local government recipients, this will include placing DBEs on
solicitation lists and soliciting them whenever they are potential sources.
2. Make information on forthcoming opportunities available to DBEs.
Posting solicitations for bids or proposals for a minimum of 30 calendar
days before the bid or proposal closing date.
3. Consider in the contracting process whether firms competing for large
contracts could subcontract with DBEs.
4. Encourage contracting with a group of DBEs when a contract is too large
for one firm to handle individually.
5. Use the services and assistance of the Small Business Administration
(SBA) and/or the Minority Business Development Agency of the
Department of Commerce.
6. If the prime contractor awards subcontracts, require the prime contractor
to take the above steps.
B. Documentation by the Bidder of the steps taken to complete the six (6) Good Faith
Efforts is required. This documentation should include mail logs, phone logs,
electronic searches and communication, newspaper clippings or similar records
documenting the use of the above identified sources of information about DBEs, the
prime contractor's efforts to contact them, and other efforts to meet the Good Faith
Effort six step requirements.
C. The following steps, at a minimum, shall be performed and documented in support
of the Good Faith Effort (GFE). If any of the following steps are not performed and
documented then the District may find the Contractor non-responsive, and the Bid
may be rejected.
1. Utilize the services of the SBA and/or MBDA to advertise the project at
least 30 calendar days prior to the bid date, and provide proof of
advertisement (date/time). If the resources of the SBA and MBDA are
unresponsive or unavailable for advertising the project, and the
Contractor provides verifiable documentation that a good-faith effort was
made to use these services in advance of the 30 day deadline, then the
Contractor may substitute for this requirement advertisement (at least 30
days prior to bid date) in other publications or online resources that serve
the disadvantaged business community (such as the CalTrans Unified
Certification Program). Proof of a minimum of one verifiable
advertisement is required."
2. Record efforts to contact DBEs for solicitation (and DBE responses) on
Form 1. Provide District with a copy of the solicitation / invite to bid and
record the list of recipients on Form 1.
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3. The Contractor and any selected subcontractors or suppliers who are
DBEs must each complete Form EPA 6100-3. If there are none, then
Form EPA 6100-3 may be omitted.
4. Identify any DBEs selected to perform work on Form EPA 6100-4, and
sign. If none are selected, then so indicate and sign.
5. Identify all subcontractors, suppliers and brokers from which bids were
received for the Work, DBEs and non-DBEs included, and provide all
information requested on Form 5.
6. Except as indicated in Section 007500, GFE supporting documentation
must be provided at District request within the time frame indicated in
Section 00 20 00, Part 2.06.
D. Under the DBE Program, entities can no longer self-certify and contractors and sub-
contractors must be certified at bid opening.
E. For the duration of the Contract, the Contractor and all subcontractors will be
required to report progress made in fulfilling the GFE in semi-annual reports to the
District, including but not limited to DBE utilization reporting. The District will
provide forms and instructions for reporting their GFEs. Contractor shall provide
these forms, including but not limited to DBE Subcontractor Participation Form
EPA6100-2, to any selected DBE subcontractors or suppliers . Failure to provide
this information as stipulated will be cause for termination of the Contract.
F. The District accepts the Fair Share Goals negotiated with US EPA by the State
Water Resources Control Board for Safe Drinking Water State Revolving Fund
Projects for Minority Business Enterprises (MBE) and Women's Business
Enterprises (WBE) listed in the following table. Under the program, the District
cannot be penalized for not meeting its fair share objectives. The Contractor,
likewise, affirms the acceptance of these Fair Share Goals and cannot be penalized
for not meeting its fair share objectives.
PROCUREMENT CATEGORY MBE PARTICIPATION GOAL WBE PARTICIPATION GOAL
Construction 11% 4%
Supplies 2% 1%
Services 4% 2%
Equipment 2% 2%
2.12 THE SUBLETTING AND SUBCONTRACTING FAIR PRACTICES ACT
A. Any person making a bid or offer to perform a contract shall, in his or her bid or
offer, set forth the following:
1. The name and the location of the place of business of each subcontractor who
will perform work or labor or render service to the prime CONTRACTOR in or
about the construction of the work or improvement, or a subcontractor licensed
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by the State of California who, under subcontract to the prime CONTRACTOR,
specially fabricates and installs a portion of the work or improvement
according to detailed drawings contained in the plans and specifications, in an
amount in excess of one-half of 1 percent of the prime CONTRACTOR's total
bid or in the case of bids or offers for the construction of streets or highways,
including bridges in excess of one-half or 1 percent of the prime
CONTRACTOR's total bid or ten thousand dollars ($10,000), whichever is
greater.
2. The portion of work that will be done by each subcontractor under this act. The
prime CONTRACTOR shall list only one subcontractor for each portion of work
as is defined by the prime CONTRACTOR in his or her bid or offer.
B. These requirements apply to the information required relating to subcontractors
certified as minority or women business enterprises. For purposes of this
requirement, "subcontractor" and "prime CONTRACTOR" shall have the same
meaning as those terms are defined in Section 4113 of the Public Contract Code.
2.13 EXECUTIVE ORDER 11246: 40 CFR 7.3 - EQUAL OPPORTUNITY CLAUSE (IN
RELEVANT PART)
A. During the performance of this contract, the CONTRACTOR agrees as follows:
1. The CONTRACTOR will not discriminate against any employee or applicant
for employment because of race, creed, color, or national origin. The
CONTRACTOR will take affirmative action to ensure that applicants are
employed, and that employees are treated during employment, without regard
to their race, creed, color, or national origin. Such action shall include, but not
be limited to the following: employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or
other forms of compensation; and selection for training, including
apprenticeship. The CONTRACTOR agrees to post in conspicuous places,
available to employees and applicants for employment, notices to be provided
by the contracting officer setting forth the provisions of this nondiscrimination
clause.
2. The CONTRACTOR will, in all solicitations or advertisements for employees
placed by or on behalf of the CONTRACTOR, state that all qualified applicants
will receive consideration for employment without regard to race, creed, color,
or national origin.
3. The CONTRACTOR will send to each labor union or representative of workers
with which he has a collective bargaining agreement or other contract or
understanding, a notice, to be provided by the agency contracting officer,
advising the labor union or workers' representative of the CONTRACTOR's
commitments under Section 202 of Executive Order No. 11246 of September
24, 1965, and shall post copies of the notice in conspicuous places available
to employees and applicants for employment.
4. The CONTRACTOR will comply with all provisions of Executive Order No.
11246 of Sept. 24, 1965, and of the rules, regulations, and relevant orders of
the Secretary of Labor.
5. The CONTRACTOR will furnish all information and reports required by
Executive Order No. 11246 of September 24, 1965, and by the rules,
regulations, and orders of the Secretary of Labor, or pursuant thereto, and will
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permit access to his books, records, and accounts by the contracting agency
and the Secretary of Labor for purposes of investigation to ascertain
compliance with such rules, regulations, and orders.
6. In the event of the CONTRACTOR's noncompliance with the nondiscrimination
clauses of this contract or with any of such rules, regulations, or orders, this
contract may be cancelled, terminated or suspended in whole or in part and
the CONTRACTOR may be declared ineligible for further Government
contracts in accordance with procedures authorized in Executive Order No.
11246 of Sept. 24, 1965, and such other sanctions may be imposed and
remedies invoked as provided in Executive Order No. 11246 of September 24,
1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise
provided by law.
7. The CONTRACTOR will include the provisions of Paragraphs (1) through (7)
in every subcontract or purchase order unless exempted by rule, regulations,
or orders of the Secretary of Labor issued pursuant to Section 204 of
Executive Order No. 11246 of Sept. 24, 1965, so that such provisions will be
binding upon each subcontractor or vendor. The CONTRACTOR will take such
action with respect to any subcontract or purchase order as the contracting
agency may direct as a means of enforcing such provisions including
sanctions for noncompliance: Provided, however, That in the event the
CONTRACTOR becomes involved in, or is threatened with, litigation with a
subcontractor or vendor as a result of such direction by the contracting
agency, the CONTRACTOR may request the United States to enter into such
litigation to protect the interests of the United States.
B. SEC. 203
3. Each CONTRACTOR having a contract containing the provisions prescribed in
Section 202 shall file, and shall cause each of his subcontractors to file,
Compliance Reports with the contracting agency or the Secretary of Labor as
may be directed. Compliance Reports shall be filed within such times and shall
contain such information as to the practices, policies, programs, and
employment policies, programs, and employment statistics of the
CONTRACTOR and each subcontractor, and shall be in such form, as the
Secretary of Labor may prescribe.
1. Bidders or prospective CONTRACTORs or subcontractors may be required to
state whether they have participated in any previous contract subject to the
provisions of this Order, or any preceding similar Executive order, and in that
event to submit, on behalf of themselves and their proposed subcontractors,
Compliance Reports prior to or as an initial part of their bid or negotiation of a
contract.
2. Whenever the CONTRACTOR or subcontractor has a collective bargaining
agreement or other contract or understanding with a labor union or an agency
referring workers or providing or supervising apprenticeship or training for such
workers, the Compliance Report shall include such information as to such
labor union's or agency's practices and policies affecting compliance as the
Secretary of Labor may prescribe: Provided, That to the extent such
information is within the exclusive possession of a labor union or an agency
referring workers or providing or supervising apprenticeship or training and
such labor union or agency shall refuse to furnish such information to the
CONTRACTOR, the CONTRACTOR shall so certify to the contracting agency
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as part of its Compliance Report and shall set forth what efforts he has made
to obtain such information.
3. The contracting agency or the Secretary of Labor may direct that any bidder or
prospective CONTRACTOR or subcontractor shall submit, as part of his
Compliance Report, a statement in writing, signed by an authorized officer or
agent on behalf of any labor union or any agency referring workers or
providing or supervising apprenticeship or other training, with which the bidder
or prospective CONTRACTOR deals, with supporting information, to the effect
that the signer's practices and policies do not discriminate on the grounds of
race, color, creed, or national origin, and that the signer either will affirmatively
cooperate in the implementation of the policy and provisions of this Order or
that it consents and agrees that recruitment, employment, and the terms and
conditions of employment under the proposed contract shall be in accordance
with the purposes and provisions of the Order. In the event that the union or
the agency shall refuse to execute such a statement, the Compliance Report
shall so certify and set forth what efforts have been made to secure such a
statement and such additional factual material as the contracting agency or the
Secretary of Labor may require.
2.14 41 CFR 60-1.4 NONDISCRIMINATION CLAUSE
A. During the performance of this contract, the CONTRACTOR agrees as follows:
1. The CONTRACTOR will not discriminate against any employee or applicant
for employment because of race, color, religion, sex, or national origin. The
CONTRACTOR will take affirmative action to ensure that applicants are
employed, and that employees are treated during employment, without regard
to their race, color, religion, sex, or national origin. Such action shall include,
but not be limited to the following: Employment, upgrading, demotion, or
transfer, recruitment or recruitment advertising; layoff or termination; rates of
pay or other forms of compensation; and selection for training, including
apprenticeship. The CONTRACTOR agrees to post in conspicuous places,
available to employees and applicants for employment, notices to be provided
by the contracting officer setting forth the provisions of this nondiscrimination
clause.
2. The CONTRACTOR will, in all solicitations or advertisements for employees
placed by or on behalf of the CONTRACTOR, state that all qualified applicants
will receive consideration for employment without regard to race, color,
religion, sex, or national origin.
3. The CONTRACTOR will send to each labor union or representative of workers
with which he has a collective bargaining agreement or other contract or
understanding, a notice to be provided by the agency contracting officer,
advising the labor union or workers' representative of the CONTRACTOR's
commitments under section 202 of Executive Order 11246 of September 24,
1965, and shall post copies of the notice in conspicuous places available to
employees and applicants for employment.
4. The CONTRACTOR will comply with all provisions of Executive Order 11246
of September 24, 1965, and of the rules, regulations, and relevant orders of
the Secretary of Labor.
5. The CONTRACTOR will furnish all information and reports required by
Executive Order 11246 of September 24, 1965, and by the rules, regulations,
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and orders of the Secretary of Labor, or pursuant thereto, and will permit
access to his books, records, and accounts by the contracting agency and the
Secretary of Labor for purposes of investigation to ascertain compliance with
such rules, regulations, and orders.
6. In the event of the CONTRACTOR's non-compliance with the
nondiscrimination clauses of this contract or with any of such rules,
regulations, or orders, this contract may be canceled, terminated or suspended
in whole or in part and the CONTRACTOR may be declared ineligible for
further Government contracts in accordance with procedures authorized in
Executive Order 11246 of September 24, 1965, and such other sanctions may
be imposed and remedies invoked as provided in Executive Order 11246 of
September 24, 1965, or by rule, regulation, or order of the Secretary of Labor,
or as otherwise provided by law.
7. The CONTRACTOR will include the provisions of paragraphs (1) through (7) in
every subcontract or purchase order unless exempted by rules, regulations, or
orders of the Secretary of Labor issued pursuant to section 204 of Executive
Order 11246 of September 24, 1965, so that such provisions will be binding
upon each subcontractor or vendor. The CONTRACTOR will take such action
with respect to any subcontract or purchase order as may be directed by the
Secretary of Labor as a means of enforcing such provisions including
sanctions for noncompliance: Provided, however, that in the event the
CONTRACTOR becomes involved in, or is threatened with, litigation with a
subcontractor or vendor as a result of such direction, the CONTRACTOR may
request the United States to enter into such litigation to protect the interests of
the United States.
a. Federally assisted construction contracts.
1) Except as otherwise provided, each administering agency shall
require the inclusion of the following language as a condition of any
grant, contract, loan, insurance, or guarantee involving federally
assisted construction which is not exempt from the requirements of
the equal opportunity clause:
The applicant hereby agrees that it will incorporate or cause to be incorporated
into any contract for construction work, or modification thereof, as defined in the
regulations of the Secretary of Labor at 41 CFR Chapter 60, which is paid for in
whole or in part with funds obtained from the Federal Government or borrowed
on the credit of the Federal Government pursuant to a grant, contract, loan
insurance, or guarantee, or undertaken pursuant to any Federal program
involving such grant, contract, loan, insurance, or guarantee, the following equal
opportunity clause:
b. During the performance of this contract, the CONTRACTOR agrees as
follows:
1) The CONTRACTOR will not discriminate against any employee or
applicant for employment because of race, color, religion, sex, or
national origin. The CONTRACTOR will take affirmative action to
ensure that applicants are employed, and that employees are treated
during employment without regard to their race, color, religion, sex,
or national origin. such action shall include, but not be limited to the
following: Employment, upgrading, demotion, or transfer; recruitment
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or recruitment advertising; layoff or termination; rates of pay or other
forms of compensation; and selection for training, including
apprenticeship. The CONTRACTOR agrees to post in conspicuous
places, available to employees and applicants for employment,
notices to be provided setting forth the provisions of this
nondiscrimination clause.
2) The CONTRACTOR will, in all solicitations or advertisements for
employees placed by or on behalf of the CONTRACTOR, state that
all qualified applicants will receive considerations for employment
without regard to race, color, religion, sex, or national origin.
3) The CONTRACTOR will send to each labor union or representative
of workers with which he has a collective bargaining agreement or
other contract or understanding, a notice to be provided advising the
said labor union or workers' representatives of the CONTRACTOR's
commitments under this section, and shall post copies of the notice
in conspicuous places available to employees and applicants for
employment.
4) The CONTRACTOR will comply with all provisions of Executive
Order 11246 of September 24, 1965, and of the rules, regulations,
and relevant orders of the Secretary of Labor.
5) The CONTRACTOR will furnish all information and reports required
by Executive Order 11246 of September 24, 1965, and by rules,
regulations, and orders of the Secretary of Labor, or pursuant
thereto, and will permit access to his books, records, and accounts
by the administering agency and the Secretary of Labor for purposes
of investigation to ascertain compliance with such rules, regulations,
and orders.
6) In the event of the CONTRACTOR's noncompliance with the
nondiscrimination clauses of this contract or with any of the said
rules, regulations, or orders, this contract may be canceled,
terminated, or suspended in whole or in part and the CONTRACTOR
may be declared ineligible for further Government contracts or
federally assisted construction contracts in accordance with
procedures authorized in Executive Order 11246 of September 24,
1965, and such other sanctions may be imposed and remedies
invoked as provided in Executive Order 11246 of September 24,
1965, or by rule, regulation, or order of the Secretary of Labor, or as
otherwise provided by law.
7) The CONTRACTOR will include the portion of the sentence
immediately preceding paragraph (1) and the provisions of
paragraphs (1) through (7) in every subcontract or purchase order
unless exempted by rules, regulations, or orders of the Secretary of
Labor issued pursuant to section 204 of Executive Order 11246 of
September 24, 1965, so that such provisions will be binding upon
each subcontractor or vendor. The CONTRACTOR will take such
action with respect to any subcontract or purchase order as the
administering agency may direct as a means of enforcing such
provisions, including sanctions for noncompliance: Provided,
however, that in the event a CONTRACTOR becomes involved in, or
is threatened with, litigation with a subcontractor or vendor as a result
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of such direction by the administering agency the CONTRACTOR
may request the United States to enter into such litigation to protect
the interests of the United States.
The applicant further agrees that it will be bound by the above equal
opportunity clause with respect to its own employment practices when it
participates in federally assisted construction work: Provided, that if the
applicant so participating is a State or local government, the above equal
opportunity clause is not applicable to any agency, instrumentality or
subdivision of such government which does not participate in work on or under
the contract.
The applicant agrees that it will assist and cooperate actively with the
administering agency and the Secretary of Labor in obtaining the compliance
of CONTRACTORs and subcontractors with the equal opportunity clause and
the rules, regulations, and relevant orders of the Secretary of Labor, that it will
furnish the administering agency and the Secretary of Labor such information
as they may require for the supervision of such compliance, and that it will
otherwise assist the administering agency in the discharge of the agency's
primary responsibility for securing compliance.
The applicant further agrees that it will refrain from entering into any contract
or contract modification subject to Executive Order 11246 of September 24,
1965, with a CONTRACTOR debarred from, or who has not demonstrated
eligibility for, Government contracts and federally assisted construction
contracts pursuant to the Executive order and will carry out such sanctions and
penalties for violation of the equal opportunity clause as may be imposed upon
CONTRACTORs and subcontractors by the administering agency or the
Secretary of Labor pursuant to Part II, Subpart D of the Executive order. In
addition, the applicant agrees that if it fails or refuses to comply with these
undertakings, the administering agency may take any or all of the following
actions: Cancel, terminate, or suspend in whole or in part this grant (contract,
loan, insurance, guarantee); refrain from extending any further assistance to
the applicant under the program with respect to which the failure or refund
occurred until satisfactory assurance of future compliance has been received
from such applicant; and refer the case to the Department of Justice for
appropriate legal proceedings.
c. Subcontracts. Each nonexempt prime CONTRACTOR or subcontractor
shall include the equal opportunity clause in each of its nonexempt
subcontracts.
d. Incorporation by reference. The equal opportunity clause may be
incorporated by reference in all Government contracts and subcontracts,
including Government bills of lading, transportation requests, contracts for
deposit of Government funds, and contracts for issuing and paying U.S.
savings bonds and notes, and such other contracts and subcontracts as
the Deputy Assistant Secretary may designate.
e. Incorporation by operation of the order. By operation of the order, the
equal opportunity clause shall be considered to be a part of every contract
and subcontract required by the order and the regulations in this part to
include such a clause whether or not it is physically incorporated in such
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contracts and whether or not the contract between the agency and the
CONTRACTOR is written.
f. Adaptation of language. Such necessary changes in language may be
made in the equal opportunity clause as shall be appropriate to identify
properly the parties and their undertakings. [43 FIR 49240, Oct. 20, 1978,
as amended at 62 FIR 66971, Dec. 22, 1997]41 CFR 60-4.2
2.15 41 CFR 60-4.2 - CONSTRUCTION CONTRACTORS--AFFIRMATIVE ACTION
REQUIREMENTS (in relevant part)
Notice of requirement for Affirmative Action to ensure Equal Employment Opportunity
(EEO) by Executive Order 11246, as amended by Executive Order 11375.
1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause"
and the "Standard Federal Equal Employment Specifications" set forth herein.
2. The goals and timetables for minority and female participation, expressed in
percentage terms for the CONTRACTOR's aggregate workforce in each trade
on all construction work in the covered area, are as follows:
Time- Goals for minority participation Goals for female participation
tables for each trade for each trade
Within Contract Time 14.3% (El Dorado Co.) 6.9%
Per Section 00 72 00
The Office of Federal Contract Compliance Programs' web site for compliance
issues and preaward registry is at http://www.dol.gov/esa/welcome.
These goals are applicable to all the CONTRACTOR's construction work
(whether or not it is Federal or federally assisted) performed in the covered
area. If the CONTRACTOR performs construction work in a geographical area
located outside of the covered area, it shall apply the goals established for
such geographical area where the work is actually performed. With regard to
this second area, the CONTRACTOR also is subject to the goals for both its
federally involved and non-federally involved construction.
The CONTRACTOR's compliance with the Executive Order and the
regulations in 41 CFR Part 60 4 shall be based on its implementation of the
Equal Opportunity Clause, specific affirmative action obligations required by
the specifications set forth in 41 CFR 60 4.3(a), and its efforts to meet the
goals. The hours of minority and female employment and training must be
substantially uniform throughout the length of the contract, and in each trade,
and the CONTRACTOR shall make a good faith effort to employ minorities
and women evenly on each of its projects. The transfer of minority or female
employees or trainees from CONTRACTOR to CONTRACTOR or from project
to project for the sole purpose of meeting the CONTRACTOR's goals shall be
a violation of the contract, the Executive Order and the regulations in 41 CFR
Part 60 4. Compliance with the goals will be measured against the total work
hours performed.
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3. The CONTRACTOR shall provide written notification to the Director of the
Office of Federal Contract Compliance Programs (notify the applicable
Regional Office found at www.dol.gov/esa) within 10 working days of award of
any construction subcontract in excess of$10,000 at any tier for construction
work under the contract resulting from this solicitation. The notification shall list
the name, address and telephone number of the subcontractor; employer
identification number of the subcontractor; estimated dollar amount of the
subcontract; estimated starting and completion dates of the subcontract; and
the geographical area in which the subcontract is to be performed.
4. As used in this Notice, and in the contract resulting from this solicitation, the
"covered area" is (insert description of the geographical areas where the
contract is to be performed giving the state, county and city, if any).
§ 60 4.3 Equal opportunity clauses (in relevant part)
Standard Federal Equal Employment Opportunity Construction Contract
Specifications (Executive Order 11246)
1. As used in these specifications:
a. "Covered area" means the geographical area described in the solicitation
from which this contract resulted;
b. "Director" means Director, Office of Federal Contract Compliance
Programs, United States Department of Labor, or any person to whom the
Director delegates authority;
c. "Employer identification number" means the Federal Social Security
number used on the Employer's Quarterly Federal Tax Return, U.S.
Treasury Department Form 941.
d. "Minority" includes:
1) Black (all persons having origins in any of the Black African racial
groups not of Hispanic origin);
2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or
South American or other Spanish Culture or origin, regardless of
race);
3) Asian and Pacific Islander (all persons having origins in any of the
original peoples of the Far East, Southeast Asia, the Indian
Subcontinent, or the Pacific Islands); and
4) American Indian or Alaskan Native (all persons having origins in any
of the original peoples of North America and maintaining identifiable
tribal affiliations through membership and participation or community
identification).
5. Whenever the CONTRACTOR, or any Subcontractor at any tier, subcontracts
a portion of the work involving any construction trade, it shall physically include
in each subcontract in excess of$10,000 the provisions of these specifications
and the Notice which contains the applicable goals for minority and female
participation and which is set forth in the solicitations from which this contract
resulted.
6. If the CONTRACTOR is participating (pursuant to 41 CFR 60 4.5) in a
Hometown Plan approved by the U.S. Department of Labor in the covered
area either individually or through an association, its affirmative action
obligations on all work in the Plan area (including goals and timetables) shall
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be in accordance with that Plan for those trades which have unions
participating in the Plan. CONTRACTORs must be able to demonstrate their
participation in and compliance with the provisions of any such Hometown
Plan. Each CONTRACTOR or Subcontractor participating in an approved Plan
is individually required to comply with its obligations under the EEO clause,
and to make a good faith effort to achieve each goal under the Plan in each
trade in which it has employees. The overall good faith performance by other
CONTRACTORs or Subcontractors toward a goal in an approved Plan does
not excuse any covered CONTRACTOR's or Subcontractor's failure to take
good faith efforts to achieve the Plan goals and timetables.
7. The CONTRACTOR shall implement the specific affirmative action standards
provided in paragraphs 7 a through p of these specifications. The goals set
forth in the solicitation from which this contract resulted are expressed as
percentages of the total hours of employment and training of minority and
female utilization the CONTRACTOR should reasonably be able to achieve in
each construction trade in which it has employees in the covered area.
Covered Construction CONTRACTORs performing construction work in
geographical areas where they do not have a Federal or federally assisted
construction contract shall apply the minority and female goals established for
the geographical area where the work is being performed. Goals are published
periodically in the Federal Register in notice form, and such notices may be
obtained from any Office of Federal Contract Compliance Programs office or
from Federal procurement contracting officers. The CONTRACTOR is
expected to make substantially uniform progress in meeting its goals in each
craft during the period specified.
8. Neither the provisions of any collective bargaining agreement, nor the failure
by a union with whom the CONTRACTOR has a collective bargaining
agreement, to refer either minorities or women shall excuse the
CONTRACTOR's obligations under these specifications, Executive Order
11246, or the regulations promulgated pursuant thereto.
9. In order for the non-working training hours of apprentices and trainees to be
counted in meeting the goals, such apprentices and trainees must be
employed by the CONTRACTOR during the training period, and the
CONTRACTOR must have made a commitment to employ the apprentices
and trainees at the completion of their training, subject to the availability of
employment opportunities. Trainees must be trained pursuant to training
programs approved by the U.S. Department of Labor.
10. The CONTRACTOR shall take specific affirmative action's to ensure equal
employment opportunity. The evaluation of the CONTRACTOR's compliance
with these specifications shall be based upon its effort to achieve maximum
results from its actions. The CONTRACTOR shall document these efforts fully,
and shall implement affirmative action steps at least as extensive as the
following:
e. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which the
CONTRACTOR's employees are assigned to work. The CONTRACTOR,
where possible, will assign two or more women to each construction
project. The CONTRACTOR shall specifically ensure that all foremen,
superintendents, and other on site supervisory personnel are aware of
and carry out the CONTRACTOR's obligation to maintain such a working
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environment, with specific attention to minority or female individuals
working at such sites or in such facilities.
f. Establish and maintain a current list of minority and female recruitment
sources, provide written notification to minority and female recruitment
sources and to community organizations when the CONTRACTOR or its
unions have employment opportunities available, and maintain a record of
the organizations' responses.
g. Maintain a current file of the names, addresses and telephone numbers of
each minority and female off the street applicant and minority or female
referral from a union, a recruitment source or community organization and
of what action was taken with respect to each such individual. If such
individual was sent to the union hiring hall for referral and was not referred
back to the CONTRACTOR by the union or, if referred, not employed by
the CONTRACTOR, this shall be documented in the file with the reason
therefore, along with whatever additional actions the CONTRACTOR may
have taken.
h. Provide immediate written notification to the Director when the union or
unions with which the CONTRACTOR has a collective bargaining
agreement has not referred to the CONTRACTOR a minority person or
woman sent by the CONTRACTOR, or when the CONTRACTOR has
other information that the union referral process has impeded the
CONTRACTOR's efforts to meet its obligations.
i. Develop on the job training opportunities and/or participate in training
programs for the area which expressly include minorities and women,
including upgrading programs and apprenticeship and trainee programs
relevant to the CONTRACTOR's employment needs, especially those
programs funded or approved by the Department of Labor. The
CONTRACTOR shall provide notice of these programs to the sources
compiled under 7b above.
j. Disseminate the CONTRACTOR's EEO policy by providing notice of the
policy to unions and training programs and requesting their cooperation in
assisting the CONTRACTOR in meeting its EEO obligations; by including
it in any policy manual and collective bargaining agreement; by publicizing
it in the company newspaper, annual report, etc.; by specific review of the
policy with all management personnel and with all minority and female
employees at least once a year; and by posting the company EEO policy
on bulletin boards accessible to all employees at each location where
construction work is performed.
k. Review, at least annually, the company's EEO policy and affirmative
action obligations under these specifications with all employees having
any responsibility for hiring, assignment, layoff, termination or other
employment decisions including specific review of these items with onsite
supervisory personnel such as Superintendents, General Foremen, etc.,
prior to the initiation of construction work at any job site. A written record
shall be made and maintained identifying the time and place of these
meetings, persons attending, subject matter discussed, and disposition of
the subject matter.
I. Disseminate the CONTRACTOR's EEO policy externally by including it in
any advertising in the news media, specifically including minority and
female news media, and providing written notification to and discussing
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the CONTRACTOR's EEO policy with other CONTRACTORs and
Subcontractors with whom the CONTRACTOR does or anticipates doing
business.
m. Direct its recruitment efforts, both oral and written, to minority, female and
community organizations, to schools with minority and female students
and to minority and female recruitment and training organizations serving
the CONTRACTOR's recruitment area and employment needs. Not later
than one month prior to the date for the acceptance of applications for
apprenticeship or other training by any recruitment source, the
CONTRACTOR shall send written notification to organizations such as the
above, describing the openings, screening procedures, and tests to be
used in the selection process.
n. Encourage present minority and female employees to recruit other
minority persons and women and, where reasonable, provide after school,
summer and vacation employment to minority and female youth both on
the site and in other areas of a CONTRACTOR's work force.
o. Validate all tests and other selection requirements where there is an
obligation to do so under 41 CFR Part 60 3.
p. Conduct, at least annually, an inventory and evaluation at least of all
minority and female personnel for promotional opportunities and
encourage these employees to seek or to prepare for, through appropriate
training, etc., such opportunities.
q. Ensure that seniority practices, job classifications, work assignments and
other personnel practices, do not have a discriminatory effect by
continually monitoring all personnel and employment related activities to
ensure that the EEO policy and the CONTRACTOR's obligations under
these specifications are being carried out.
r. Ensure that all facilities and company activities are Non-Segregated
except that separate or single user toilet and necessary changing facilities
shall be provided to assure privacy between the sexes.
s. Document and maintain a record of all solicitations of offers for
subcontracts from minority and female construction CONTRACTORs and
suppliers, including circulation of solicitations to minority and female
CONTRACTOR associations and other business associations.
t. Conduct a review, at least annually, of all supervisors' adherence to and
performance under the CONTRACTOR's EEO policies and affirmative
action obligations.
11. CONTRACTORs are encouraged to participate in voluntary associations which
assist in fulfilling one or more of their affirmative action obligations (7a through
p). The efforts of a CONTRACTOR association, joint CONTRACTOR union,
CONTRACTOR community, or other similar group of which the
CONTRACTOR is a member and participant, may be asserted as fulfilling any
one or more of its obligations under 7a through p of these Specifications
provided that the CONTRACTOR actively participates in the group, makes
every effort to assure that the group has a positive impact on the employment
of minorities and women in the industry, ensures that the concrete benefits of
the program are reflected in the CONTRACTOR's minority and female
workforce participation, makes a good faith effort to meet its individual goals
and timetables, and can provide access to documentation which demonstrates
the effectiveness of actions taken on behalf of the CONTRACTOR. The
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obligation to comply, however, is the CONTRACTOR's and failure of such a
group to fulfill an obligation shall not be a defense for the CONTRACTOR's
noncompliance.
12. A single goal for minorities and a separate single goal for women have been
established. The CONTRACTOR, however, is required to provide equal
employment opportunity and to take affirmative action for all minority groups,
both male and female, and all women, both minority and non minority.
Consequently, the CONTRACTOR may be in violation of the Executive Order
if a particular group is employed in a substantially disparate manner (for
example, even though the CONTRACTOR has achieved its goals for women
generally, the CONTRACTOR may be in violation of the Executive Order if a
specific minority group of women is underutilized).
13. The CONTRACTOR shall not use the goals and timetables or affirmative
action standards to discriminate against any person because of race, color,
religion, sex, or national origin.
14. The CONTRACTOR shall not enter into any Subcontract with any person or
firm debarred from Government contracts pursuant to Executive Order 11246.
15. The CONTRACTOR shall carry out such sanctions and penalties for violation
of these specifications and of the Equal Opportunity Clause, including
suspension, termination and cancellation of existing subcontracts as may be
imposed or ordered pursuant to Executive Order 11246, as amended, and its
implementing regulations, by the Office of Federal Contract Compliance
Programs. Any CONTRACTOR who fails to carry out such sanctions and
penalties shall be in violation of these specifications and Executive Order
11246, as amended.
16. The CONTRACTOR, in fulfilling its obligations under these specifications, shall
implement specific affirmative action steps, at least as extensive as those
standards prescribed in paragraph 7 of these specifications, so as to achieve
maximum results from its efforts to ensure equal employment opportunity. If
the CONTRACTOR fails to comply with the requirements of the Executive
Order, the implementing regulations, or these specifications, the Director shall
proceed in accordance with 41 CFR 60 4.8.
17. The CONTRACTOR shall designate a responsible official to monitor all
employment related activity to ensure that the company EEO policy is being
carried out, to submit reports relating to the provisions hereof as may be
required by the Government and to keep records. Records shall at least
include for each employee the name, address, telephone numbers,
construction trade, union affiliation if any, employee identification number
when assigned, social security number, race, sex, status (e.g., mechanic,
apprentice trainee, helper, or laborer), dates of changes in status, hours
worked per week in the indicated trade, rate of pay, and locations at which the
work was performed. Records shall be maintained in an easily understandable
and retrievable form; however, to the degree that existing records satisfy this
requirement, CONTRACTORs shall not be required to maintain separate
records.
18. Nothing herein provided shall be construed as a limitation upon the application
of other laws which establish different standards of compliance or upon the
application of requirements for the hiring of local or other area residents (e.g.,
those under the Public Works Employment Act of 1977 and the Community
Development Block Grant Program).
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2.16 ELIMINATION OF SEGREGATED FACILITIES - NOTICE TO PROSPECTIVE
FEDERALLY-ASSISTED CONSTRUCTION CONTRACTORS
A. A Certification of Non-Segregated Facilities, as required by the May 9, 1967 Order
(32 F.R. 7439, May 19, 1967) on Elimination of Segregated Facilities, by the
Secretary of Labor, must be submitted prior to the award of a Federally-assisted
construction contract exceeding $10,000 which is not exempt from the provisions of
the Equal Opportunity Clause.
B. CONTRACTORs receiving Federally-assisted construction contract awards
exceeding $10,000 which, are not exempt from the provisions of the Equal
Opportunity Clause, will be required to provide for the forwarding of the following
notice to prospective subcontractors for supply and construction contracts where
the subcontracts exceed $10,000 and are not exempt from the provisions of the
Equal Opportunity Clause.
NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR
CERTIFICATION OF NON-SEGREGATED FACILITIES
a. A Certification of Non-Segregated Facilities, as required by the May 9,
1967 Order (32 F.R. 7439, May 19, 1967) on Elimination of Segregated
Facilities, by the Secretary of Labor, must be submitted prior to the award
of a subcontract exceeding $10,000 which is not exempt from the
provisions of the Equal Opportunity Clause.
b. CONTRACTORs receiving subcontract awards exceeding $10,000 which
are not exempt from the provisions of the Equal Opportunity Clause will
be required to provide for the forwarding of this notice to prospective
subcontractors for supply and construction contracts where the
subcontracts exceed $10,000 and are not exempt from the provisions of
the Equal Opportunity Clause.
2.17 PART 32--GOVERNMENT WIDE DEBARMENT AND SUSPENSION
(NONPROCUREMENT) AND GOVERNMENT WIDE REQUIREMENTS FOR DRUG
FREE WORKPLACE (GRANTS)
Appendix A to Part 32 Certification Regarding Debarment, Suspension, and Other
Responsibility Matters Primary Covered Transactions
Instructions for Certification
1. By signing and submitting this proposal, the prospective primary participant is
providing the certification set out below.
2. The inability of a person to provide the certification required below will not
necessarily result in denial of participation in this covered transaction. The
prospective participant shall submit an explanation of why it cannot provide the
certification set out below. The certification or explanation will be considered in
connection with the department or agency's determination whether to enter
into this transaction. However, failure of the prospective primary participant to
furnish a certification or an explanation shall disqualify such person from
participation in this transaction.
3. The certification in this clause is a material representation of fact upon which
reliance was placed when the department or agency determined to enter into
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this transaction. If it is later determined that the prospective primary participant
knowingly rendered an erroneous certification, in addition to other remedies
available to the Federal Government, the department or agency may terminate
this transaction for cause or default
4. The prospective primary participant shall provide immediate written notice to
the department or agency to which this proposal is submitted if at any time the
prospective primary participant learns that its certification was erroneous when
submitted or has become erroneous by reason of changed circumstances.
5. The terms covered transaction, debarred, suspended, ineligible, lower tier
covered transaction, participant, person, primary covered transaction,
principal, proposal, and voluntarily excluded, as used in this clause, have the
meanings set out in the Definitions and Coverage sections of the rules
implementing Executive Order 12549. You may contact the department or
agency to which this proposal is being submitted for assistance in obtaining a
copy of those regulations.
6. The prospective primary participant agrees by submitting this proposal that,
should the proposed covered transaction be entered into, it shall not knowingly
enter into any lower tier covered transaction with a person who is proposed for
debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, declared
ineligible, or voluntarily excluded from participation in this covered transaction,
unless authorized by the department or agency entering into this transaction.
7. The prospective primary participant further agrees by submitting this proposal
that it will include the clause titled "Certification Regarding Debarment,
Suspension, Ineligibility and Voluntary Exclusion Lower Tier Covered
Transaction," provided by the department or agency entering into this covered
transaction, without modification, in all lower tier covered transactions and in
all solicitations for lower tier covered transactions.
8. A participant in a covered transaction may rely upon a certification of a
prospective participant in a lower tier covered transaction that it is not
proposed for debarment under 48 CFR part 9, subpart 9.4, debarred,
suspended, ineligible, or voluntarily excluded from the covered transaction,
unless it knows that the certification is erroneous. A participant may decide the
method and frequency by which it determines the eligibility of its principals.
Each participant may, but is not required to, check the List of Parties Excluded
from Federal Procurement and Non-procurement Programs.
9. Nothing contained in the foregoing shall be construed to require establishment
of a system of records in order to render in good faith the certification required
by this clause. The knowledge and information of a participant is not required
to exceed that which is normally possessed by a prudent person in the
ordinary course of business dealings.
10. Except for transactions authorized under paragraph 6 of these instructions, if a
participant in a covered transaction knowingly enters into a lower tier covered
transaction with a person who is proposed for debarment under 48 CFR part 9,
subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from
participation in this transaction, in addition to other remedies available to the
Federal Government, the department or agency may terminate this transaction
for cause or default.
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Certification Regarding Debarment, Suspension, and Other Responsibility
Matters Primary Covered Transactions
1. The prospective primary participant certifies to the best of its knowledge and
belief, that it and its principals:
a. Are not presently debarred, suspended, proposed for debarment,
declared ineligible, or voluntarily excluded by any Federal department or
agency;
b. Have not within a three year period preceding this proposal been
convicted of or had a civil judgment rendered against them for
commission of fraud or a criminal offense in connection with obtaining,
attempting to obtain, or performing a public (Federal, State or local)
transaction or contract under a public transaction; violation of Federal or
State antitrust statutes or commission of embezzlement, theft, forgery,
bribery, falsification or destruction of records, making false statements, or
receiving stolen property;
c. Are not presently indicted for or otherwise criminally or civilly charged by a
governmental entity (Federal, State or local) with commission of any of the
offenses enumerated in paragraph (1)(b) of this certification; and
d. Have not within a three year period preceding this application/proposal
had one or more public transactions (Federal, State or local) terminated
for cause or default.
2. Where the prospective primary participant is unable to certify to any of the
statements in this certification, such prospective participant shall attach an
explanation to this proposal.
Appendix B to Part 32 Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion Lower Tier Covered Transactions
Instructions for Certification
1. By signing and submitting this proposal, the prospective lower tier participant
is providing the certification set out below.
11. The certification in this clause is a material representation of fact upon which
reliance was placed when this transaction was entered into. If it is later
determined that the prospective lower tier participant knowingly rendered an
erroneous certification, in addition to other remedies available to the Federal
Government the department or agency with which this transaction originated
may pursue available remedies, including suspension and/or debarment.
12. The prospective lower tier participant shall provide immediate written notice to
the person to whom this proposal is submitted if at any time the prospective
lower tier participant learns that its certification was erroneous when submitted
or had become erroneous by reason of changed circumstances.
13. The terms covered transaction, debarred, suspended, ineligible, lower tier
covered transaction, participant, person, primary covered transaction,
principal, proposal, and voluntarily excluded, as used in this clause, have the
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meaning set out in the Definitions and Coverage sections of rules
implementing Executive Order 12549. You may contact the person to which
this proposal is submitted for assistance in obtaining a copy of those
regulations.
14. The prospective lower tier participant agrees by submitting this proposal that,
should the proposed covered transaction be entered into, it shall not knowingly
enter into any lower tier covered transaction with a person who is proposed for
debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, declared
ineligible, or voluntarily excluded from participation in this covered transaction,
unless authorized by the department or agency with which this transaction
originated.
15. The prospective lower tier participant further agrees by submitting this
proposal that it will include this clause titled "Certification Regarding
Debarment, Suspension, Ineligibility and Voluntary Exclusion Lower Tier
Covered Transaction," without modification, in all lower tier covered
transactions and in all solicitations for lower tier covered transactions.
16. A participant in a covered transaction may rely upon a certification of a
prospective participant in a lower tier covered transaction that it is not
proposed for debarment under 48 CFR part 9, subpart 9.4, debarred,
suspended, ineligible, or voluntarily excluded from covered transactions,
unless it knows that the certification is erroneous. A participant may decide the
method and frequency by which it determines the eligibility of its principals.
Each participant may, but is not required to, check the List of Parties Excluded
from Federal Procurement and Nonprocurement Programs.
17. Nothing contained in the foregoing shall be construed to require establishment
of a system of records in order to render in good faith the certification required
by this clause. The knowledge and information of a participant is not required
to exceed that which is normally possessed by a prudent person in the
ordinary course of business dealings.
18. Except for transactions authorized under paragraph 5 of these instructions, if a
participant in a covered transaction knowingly enters into a lower tier covered
transaction with a person who is proposed for debarment under 48 CFR part 9,
subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from
participation in this transaction, in addition to other remedies available to the
Federal Government, the department or agency with which this transaction
originated may pursue available remedies, including suspension and/or
debarment.
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion
Lower Tier Covered Transactions
1. The prospective lower tier participant certifies, by submission of this proposal,
that neither it nor its principals is presently debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from participation in this
transaction by any Federal department or agency.
2. Where the prospective lower tier participant is unable to certify to any of the
statements in this certification, such prospective participant shall attach an
explanation to this proposal.
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2.18 RESPONSIBILITY FOR REMOVAL, RELOCATION, OR PROTECTION OF EXISTING
UTILITIES; CONTRACTS AND PROVISIONS
A. GOVERNMENT CODE SECTION 4215 (in relevant part)
1. In any contract to which a public agency as defined in Section 4401 is a party,
the public agency shall assume the responsibility, between the parties to the
contract, for the timely removal, relocation, or protection of existing main or
trunkline utility facilities located on the site of any construction project that is a
subject of the contract, if such utilities are not identified by the public agency in
the plans and specifications made a part of the invitation for bids. The contract
documents shall include provisions to compensate the CONTRACTOR for the
costs of locating, repairing damage not due to the failure of the
CONTRACTOR to exercise reasonable care, and removing or relocating such
utility facilities not indicated in the plans and specifications with reasonable
accuracy and for equipment on the project necessarily idled during such work.
The contract documents shall include provisions that the CONTRACTOR shall
not be assessed liquidated damages for delay in completion of the project,
when such delay was caused by the failure of the public agency or the
OWNER of the utility to provide for removal or relocation of such utility
facilities.
2.19 SUBMITTING OF BIDS AND AGREEING TO ASSIGN
A. GOVERNMENT CODE SECTION 4552 (in relevant part)
1. In submitting a bid to a public purchasing body, the bidder offers and agrees
that if the bid is accepted, it will assign to the purchasing body all rights, title,
and interest in and to all causes of action it may have under Section 4 of the
Clayton Act (15 U.S. C. Sec. 15) or under the Cartwright Act (Chapter 2
(commencing with Section 16700) of Part 2 of Division 7 of the Business and
Professions Code), arising from purchases of goods, materials, or services 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. (1978)
2.20 AUDIT, INSPECTION AND RECORDKEEPING
A. The District may, at any time, and from time to time, during the performance of the
work, enter the work site for the purpose of meeting audit, inspection and
recordkeeping requirements. The funding agency and the District shall have the
right, but not the duty, to inspect the work being performed on the project at any and
all reasonable times during the term of the funding agreement. This right extends to
the inspection of any portion of the project under control of the contractor and/or
their subcontractors.
B. Upon execution of the funding agreement and three years following final
disbursement of funds, the District shall be subject to the examination and audit by
funding agency or any of its designated agents (Government Code Section 8546.7).
The District is also subject to examination and audit by the United States
Environmental Protection Agency, the Comptroller General of the United States,
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and the United States Office of the Inspector General, with respect to all matters
connected with the performance of the funding agreement.
C. At any and all reasonable times during the term of the funding agreement, the
District and the funding agency shall have the right to inspect and to make copies of
any books, records, or reports pertaining to the funding agreement. The District
must maintain and make available records of all its costs, disbursements, and
receipts with respect to its activities under the funding agreement.
D. Contractors and subcontractors are required to maintain books, records, and other
documents pertinent to their work on the project in accordance with Generally
Accepted Accounting Principles.
2.21 NONCOLLUSION AFFIDAVIT
A. The Contractor shall file a sworn statement executed by, or on behalf of the person,
firm, association, or corporation to whom such contract is to be awarded, certifying
that such person, firm, association, or corporation has not either directly or
indirectly, entered into any collusion, or otherwise taken any action in restraint of
free competitive bidding in connection with the submitted bid. The form to make the
non-collusion affidavit is provided as Section 00 41 00 Noncollusion Affidavit to be
Executed by Bidder and Submitted with Bid.
2.22 CLEAN WATER ACT AND CLEAN AIR ACT PROCUREMENT PROHIBITIONS
A. The Contractor must use the Excluded Parties List System (EPLS) to confirm that it
will not procure goods, services, or materials from any entity, or otherwise utilize
any facility for the construction of the project, if the entity or facility is listed on the
USEPA List of Violating Facilities.
B. The Contractor must use the Excluded Parties List System (EPLS) to confirm that it
is in compliance with the procurement provisions of Executive Order No.11738, 3
C.F.R. 799 (1973), Section 306 of the Clean Air Act 42 U.S.C. 7606 (1994) and
Section 508 of the Clean Water Act 33 U.S.C. 1368 (1982).
C. A list of excluded parties may be found at the Excluded Parties List System (EPLS)
website: https://www.epls.gov/
2.23 TRAFFICKING IN PERSONS
A. The Contractor, subcontractor and their employees may not engage in severe forms
of trafficking in persons during the term of this Contract, procure a commercial sex
act during the term of this Contract, or use forced labor in the performance of this
Contract. The Contractor must inform the District immediately of any information
regarding a violation of the foregoing.
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2.24 DRUG-FREE WORKPLACE
A. No person, other than an individual, shall receive a grant or provide contract
services for any Federal agency unless such person agrees to provide a drug-free
workplace by:
1. publishing a statement notifying employees that the unlawful
manufacture, distribution, dispensation, possession, or use of a
controlled substance is prohibited in the grantee's workplace and
specifying the actions that will be taken against employees for violations
of such prohibition;
2. establishing a drug-free awareness program to inform employees about:
a. the dangers of drug abuse in the work- place;
b. the grantee's policy of maintaining a drug-free workplace;
c. any available drug counseling, rehabilitation, and employee
assistance programs; and
d. the penalties that may be imposed upon employees for drug abuse
violations;
3. making it a requirement that each employee to be engaged in the
performance of such grant be given a copy of the statement required by
Part 2.24.A.1.
4. notifying the employee in the statement required by Part 2.24.A.1 that as
a condition of employment in such grant, the employee will:
a. abide by the terms of the statement; and
b. notify the employer of any criminal drug statute conviction for a
violation occurring in the workplace no later than 5 days after such
conviction;
5. notifying the granting agency within 10 days after receiving notice of a
conviction under Part 2.24.A.4.b from an employee or otherwise
receiving actual notice of such conviction;
6. imposing a sanction on, or requiring the satisfactory participation in a
drug abuse assistance or rehabilitation program by, any employee who is
so convicted, as required by section 703 of this title; and
7. making a good faith effort to continue to maintain a drug-free workplace
through implementation of Parts 2.24.A.1 to 7.
2.25 LOBBYING
A. Contractor must certify that no federal funds have or will be paid to persons to
influence the funding decision (lobby) for the proposal that is being submitted for
consideration.
1. No federal appropriated funds have been paid or will be paid by or on
behalf of the Contractor to any person for influencing or attempting to
influence an officer or employee of any agency, a Member of Congress,
an officer or employee of Congress, or an employee of a Member of
Congress in connection with the awarding of a federal contract, making
of a federal grant, the making of a federal loan, the entering into of a
cooperative agreement, and the extension, continuation, renewal,
amendment, or modification of a federal contract, grant, loan, or
cooperative agreement.
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2. If any funds other than federal appropriated funds have been paid or will
be paid to any person (other than a regularly employed officer or
employee of the applicant) for influencing or attempting to influence an
officer or employee of any agency, a Member of Congress, an officer or
employee of Congress, or an employee of a Member of Congress in
connection with this federal contract, grant, loan, or cooperative
agreement, the Contractor shall request, complete, and submit Standard
Form LLL, "Disclosure of Lobbying Activities," in accordance with its
instructions.
3. The language of this certification shall be included in the award
documents for all subawards at all tiers (including subcontracts,
subgrants, and contracts under grants, loans, and cooperative
agreements) and that all subrecipients shall certify and disclose
accordingly.
END OF SECTION
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N L
SECTION 00 75 00
GRANT FORMS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. To comply with the Contract requirements for Grant Funding, the Contractor
must complete the following forms (attached) and submit them with the Bid:
a. American Iron and Steel Certification
b. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary
Exclusion
c. Form EPA 6100-3: DBE Subcontractor Performance
d. Form EPA 6100-4: DBE Subcontractor Utilization
e. Lobbying Forms, only one shall be completed, as applies:
1) Certification Regarding Lobbying, or
2) Disclosure of Lobbying Activities
2. To comply with Contract requirements for Grant Funding, the Contractor must
complete the following forms and submit them at the District's request in
accordance with Section 00 20 00, Part 2.06.A:
a. Form 1: DBE "Good Faith" Effort List of Subcontractors Solicited
b. Form 5: Summary of Bids Received — DBE and non-DBE.
3. To comply with Contract requirements for Grant Funding, the Contractor must
complete the following forms and submit them at the District's request
following award of the project.
a. Certification of Non-Segregated Facilities
b. Drug-Free Workplace Certification
c. Non-Discrimination Clause
d. Form EPA 6100-2: DBE Subcontractor Participation Form
B. The certification requirements included herein are described fully in
Section 00 74 00, Grant Conditions.
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AMERICAN IRON AND STEEL CERTIFICATION
CONTRACTOR/APPLICANT:
1. Identification of American-made Iron and Steel: Consistent with the terms of the Purchaser's bid solicitation,the
Bidder certifies that this bid reflects the Bidder's best, good faith effort to identify domestic sources of iron and steel
for every component contained in the bid solicitation where such American-made components are available on the
schedule and consistent with the deadlines prescribed in or required by the bid solicitation.
2.Verification of U.S. Production: The Bidder certifies that all components contained in the bid solicitation that are
American-made have been so identified, and if this bid is accepted,the Bidder agrees that it will provide reasonable,
sufficient, and timely verification to the Purchaser of the U.S. production of every component so identified.
3. Documentation Regarding Non-American-made Iron and Steel: The Bidder certifies that for any component or
components that are not American-made and are so identified in this bid,the Bidder has included in or attached to
the bid one or both of the following, as applicable:
a. Identification of and citation to a categorical waiver published by the U.S. Environmental Protection Agency in the
Federal Register that is applicable to such component or components, and an analysis that supports its
applicability to the component or components.
b. Verifiable documentation sufficient to the Purchaser, as required in the bid solicitation or otherwise,that the
Bidder has sought to secure American made components but has determined that such components are not
available on the schedule and consistent with the deadlines prescribed in the bid solicitation,with assurance
adequate for the Bidder under the applicable conditions stated in the bid solicitation or otherwise.
4. Information and Detailed Justification Regarding Non-American-made Iron and Steel:The Bidder certifies that for
any such component or components that are not so available, the Bidder has also provided in or attached to this bid
information, including but not limited to the verifiable documentation and a full description of the bidder's effort to
secure any such American-made component or components,that the Bidder believes are sufficient to provide and as
far as possible constitute the detailed justification required for a waiver under section 1605 with respect to such
component or components. The Bidder further agrees that, if this bid is accepted, it will assist the Purchaser in
amending, supplementing,or further supporting such information as required by the Purchaser to request and, as
applicable, implement the terms of a waiver with respect to any such component or components.
CERTIFICATION
I, the official named below, hereby swear that I am duly authorized legally to bind the contractor
or loan recipient to the above described certification. I am fully aware that this certification,
executed on the date and in the county below, is made under penalty of perjury under the laws
of the State of California.
OFFICIAL'S NAME:
DATE EXECUTED: EXECUTED IN COUNTY OF:
CONTRACTOR/APPLICANT SIGNATURE:
TITLE:
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CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND
VOLUNTARY EXCLUSION
CONTRACTOR/APPLICANT:
(1) The contractor certifies, by submission of this proposal, that it and its principals:
(a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or
voluntarily excluded by any Federal agencies;
(b) Have not within a three year period preceding this proposal been convicted of or had a civil
judgment rendered against them for commission of fraud or a criminal offense in connection
with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction
or contract under a public transaction; violation of Federal or State antitrust statutes or
commission of embezzlement, theft, forgery, bribery, falsification or destruction of records,
making false statements, or receiving stolen property;
(c)Are not presently indicted for or otherwise criminally or civilly charged by a governmental
entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph
(1)(b) of this certification; and
(d) Have not within a three year period preceding this application/proposal had one or more
public transactions (Federal, State or local) terminated for cause or default.
(2)Where the contractor is unable to certify to any of the statements in this certification, such
contractor shall attach an explanation to this proposal*.
*Exceptions will not necessarily result in denial of award, but will be considered in determining
bidder responsibility. For any exception noted, indicate to whom it applies, initiating agency,
dates of action, and the type of violation.
CERTIFICATION
I, the official named below, hereby swear that I am duly authorized legally to bind the contractor
or loan recipient to the above described certification. I am fully aware that this certification,
executed on the date and in the county below, is made under penalty of perjury under the laws
of the State of California.
OFFICIAL'S NAME:
DATE EXECUTED: EXECUTED IN COUNTY OF:
CONTRACTOR/APPLICANT SIGNATURE:
TITLE:
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 GRANT FORMS
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CERTIFICATION OF NON-SEGREGATED FACILITIES
CONTRACTOR/APPLICANT:
Environmental Protection Agency Region IX
75 Hawthorne Street
San Francisco, California 94105
(Applicable to federally assisted construction contracts and related subcontracts exceeding
$10,000 which are not exempt from the Equal Opportunity Clause.)
The federally assisted construction contractor certifies that he does not maintain or
provide for his employees any segregated facilities at any of his establishments, and that he
does not permit his employees to perform their services at any location, under his control, where
segregated facilities are maintained. The federally assisted construction contractor certifies
further that he will not maintain or provide for his employees any segregated facilities at any of
his establishments, and that he will not permit his employees to perform their services at any
location, under his control, where segregated facilities are maintained. The federally assisted
construction contractor agrees that a breach of this certification is a violation of the Equal
Opportunity Clause in this contract. As used in this certification, the term "segregated facilities"
means any waiting rooms, work areas, restrooms and wash rooms, restaurants and other eating
areas, time clocks, locker rooms and other storage or dressing areas, transportation, and
housing facilities provided for employees which are segregated by explicit directive or are in fact
segregated on the basis of race, creed, color, or national origin, because of habit, local custom,
or otherwise. The federally assisted construction contractor agrees that (except where he has
obtained identical certifications from proposed subcontractors for specified time period) he will
obtain identical certifications from proposed subcontractors prior to the award of subcontracts
exceeding $10,000 which are not exempt form the provisions of the Equal Opportunity Clause,
and that he will retain such certifications in his files.
CERTIFICATION
I, the official named below, hereby swear that I am duly authorized legally to bind the contractor
or loan recipient to the above described certification. I am fully aware that this certification,
executed on the date and in the county below, is made under penalty of perjury under the laws
of the State of California.
OFFICIAL'S NAME:
DATE EXECUTED: EXECUTED IN COUNTY OF:
CONTRACTOR/APPLICANT SIGNATURE:
TITLE:
Note:The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001.
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DRUG-FREE WORKPLACE CERTIFICATION
CONTRACTOR/APPLICANT:
The contractor or applicant named above hereby certifies compliance with Government Code
Section 8355 in matters relating to providing a drug-free workplace. The above named
contractor or applicant will:
1. Publish a statement notifying employees that unlawful manufacture, distribution,
dispensation, possession, or use of a controlled substance is prohibited and specifying actions
to be taken against employees for violations, as required by Government Code Section 8355(a).
2. Establish a Drug-Free Awareness Program as required by Government Code Section
8355(b), to inform employees about all of the following:
(a) The dangers of drug abuse in the workplace,
(b) The person's or organization's policy of maintaining a drug-free workplace,
(c)Any available counseling, rehabilitation and employee assistance programs, and
(d) Penalties that may be imposed upon employees for drug abuse violations.
3. Provide as required by Government Code Section 8355(c), that every employee who
works on the proposed contract or loan:
(a) Will receive a copy of the company's drug-free policy statement, and
(b) Will agree to abide by the terms of the company's statement as a condition of
employment on the contract or loan.
CERTIFICATION
I, the official named below, hereby swear that I am duly authorized legally to bind the contractor
or loan recipient to the above described certification. I am fully aware that this certification,
executed on the date and in the county below, is made under penalty of perjury under the laws
of the State of California.
OFFICIAL'S NAME:
DATE EXECUTED: EXECUTED IN COUNTY OF:
CONTRACTOR/APPLICANT SIGNATURE:
TITLE:
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 GRANT FORMS
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NON-DISCRIMINATION CLAUSE
CONTRACTOR/APPLICANT:
1. During the performance of this contract, contractor and its subcontractors shall not
unlawfully discriminate against any employee or applicant for employment because of
sex, race, religion, color, national origin, ancestry, physical disability (including HIV and
AIDS), mental disability, medical condition (cancer), marital status, age (over 40) or
denial of family care leave. Contractors and subcontractors shall insure that the
evaluation and treatment of their employees and applicants for employment are free of
such discrimination and harassment. Contractors and subcontractors shall comply with
the provisions of the Fair Employment and Housing Act (Government Code Section
12900 (a-f) et seq.) and the applicable regulations promulgated thereunder (California
Administrative Code, Title 2, Section 7285.0 et seq.). The applicable regulations of the
Fair Employment and Housing Commission implementing Government Code, Section
12900 (a-f), set forth in Chapter 5 of Division 4 of Title 2 or the California Administrative
Code are incorporated into this contract by reference and made a part hereof as if set
forth in full. Contractor and its subcontractor shall give written notice of their obligations
under this clause to labor organizations with which they have a collective bargaining or
other agreement.
2. The contractor shall include the nondiscrimination and compliance provisions of this
clause in all subcontracts to perform work under the contract.
CERTIFICATION
I, the official named below, hereby swear that I am duly authorized legally to bind the contractor
or loan recipient to the above described certification. I hereby certify that the Contractor will
abide by the above requirements. I am fully aware that this certification, executed on the date
and in the county below, is made under penalty of perjury under the laws of the State of
California.
OFFICIAL'S NAME:
DATE EXECUTED: EXECUTED IN COUNTY OF:
CONTRACTOR/APPLICANT SIGNATURE:
TITLE:
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 GRANT FORMS
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CERTIFICATION REGARDING LOBBYING
CONTRACTOR/APPLICANT:
The undersigned certifies to the best of his or her knowledge and belief that:
(1) No federal appropriated funds have been paid or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or employee of
an agency, a Member of Congress, an officer or employee of Congress, or an employee of a
Member of Congress in conjunction with the awarding of any Federal contract, the making of
any Federal grant, the making of any Federal loan, the entering into of any cooperative
agreement, and the extension, continuation, renewal, amendment, or modification of any
Federal contract, grant, loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any
person for influencing or attempting to influence an officer or employee of any agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member of
Congress in connection with this Federal contract, grant, loan or cooperative agreement, the
undersigned shall complete and submit Standard Form LLL, Disclosure Form to Report
Lobbying, in accordance with its instructions.
CERTIFICATION
I, the official named below, hereby swear that I am duly authorized legally to bind the contractor
or loan recipient to the above described certification. I am fully aware that this certification,
executed on the date and in the county below, is made under penalty of perjury under the laws
of the State of California.
OFFICIAL'S NAME:
DATE EXECUTED: EXECUTED IN COUNTY OF:
CONTRACTOR/APPLICANT SIGNATURE:
TITLE:
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DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB
Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 0348-0046
See reverse for public burden disclosure.
1.Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
F1 a. contract na. bid/offer/application F-1 a. initial filing
b. grant b. initial award - b. material change
c. cooperative agreement c. post-award For Material Change Only:
d. loan year quarter
e. loan guarantee date of last report
f. loan insurance
4. Name and Address of Reporting Entity: 5. If Reporting Entity in No. 4 is a Subawardee, Enter Name
❑Prime ❑Subawardee and Address of Prime:
Tier , if known:
Congressional District, if known: Congressional District, if known:
6. Federal Department/Agency: 7. Federal Program Name/Description:
CFDA Number, if applicable:
8. Federal Action Number, if known: 9.Award Amount, if known:
$
10. a. Name and Address of Lobbying Registrant b. Individuals Performing Services (including address if
(if individual, last name, first name, Ml): different from No. 10a)
(last name, first name, Ml):
11.Information requested through this form is authorized by title 31 U.S.C. section Signature:
1352. This disclosure of lobbying activities is a material representation of fact
upon which reliance was placed by the tier above when this transaction was made
or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This Print Name:
information will be available for public inspection. Any person who fails to file the
required disclosure shall be subject to a civil penalty of not less than $10,000 and Title:
not more than$100,000 for each such failure.
Telephone No.: Date:
Federal Use Only: Authorized for Local Reproduction
Standard Form LLL(Rev.7-97)
INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES
This disclosure form shall be completed by the reporting entity,whether subawardee or prime Federal recipient,at the initiation or receipt of a covered Federal
action,or a material change to a previous filing,pursuant to title 31 U.S.C.section 1352.The filing of a form is required for each payment or agreementto make
payment to any lobbying entity for influencing or attempting to influence an officer or employeeof any agency,a Member of Congress,an officer or employeeof
Congress,or an employeeof a Memberof Congress in connection with a covered Federal action.Completeall items that apply for both the initial filing and material
change report.Refer to the implementing guidance published by the Office of Management and Budget for additional information.
1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action.
2. Identify the status of the covered Federal action.
3. Identify the appropriate classification of this report. If this is a followup report caused by a material change to the information previously reported,enter
the year and quarter in which the change occurred.Enter the date of the last previously submitted report by this reporting entity for this covered Federal
action.
4. Enter the full name,address,city,State and zip code of the reporting entity.Include Congressional District,if known.Check the appropriate classification
of the reporting entity that designates if it is,or expects to be,a prime or subaward recipient.Identify the tier of the subawardee,e.g.,the first subawardee
of the prime is the 1st tier.Subawards include but are not limited to subcontracts,subgrants and contract awards under grants.
5. If the organization filing the report in item 4 checks"Subawardee,"then enter the full name,address,city, State and zip code of the prime Federal
recipient.Include Congressional District,if known.
6. Enter the name of the Federal agency making the award or loan commitment.Include at least one organizational level below agency name,if known.For
example,Department of Transportation,United States Coast Guard.
7. Enter the Federal program name or description for the covered Federal action(item 1). If known,enter the full Catalog of Federal Domestic Assistance
(CFDA)number for grants,cooperative agreements,loans,and loan commitments.
8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal(RFP) number;
Invitation for Bid (IFB) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number
assigned by the Federal agency).Include prefixes,e.g.,'RFP-DE-90-001."
9. For a covered Federal action where there has been an award or loan commitment by the Federal agency,enter the Federal amount of the award/loan
commitment for the prime entity identified in item 4 or 5.
10. (a)Enter the full name,address,city,State and zip code of the lobbying registrant under the Lobbying Disclosure Act of 1995 engaged by the reporting
entity identified in item 4 to influence the covered Federal action.
(b)Enter the full names of the individual(s)performing services,and include full address if different from 10(a).Enter Last Name,First Name,and
Middle Initial(MI).
11. The certifying official shall sign and date the form,print his/her name,title,and telephone number.
According to the Paperwork Reduction Act,as amended,no persons are required to respond to a collection of information unless it displays a valid OMB Control
Number. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of information is
estimated to average 10 minutes per response,including time for reviewing instructions, searching existing data sources, gathering and maintaining the data
needed,and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of
information,including suggestions for reducing this burden,to the Office of Management and Budget,Paperwork Reduction Project(0348-0046),Washington,
DC 20503.
A United States OMB Control No:2090-0030
..EPA Environmental Protection
Agency Approved:8/13/2013
Approval Expires:8/31/2015
Disadvantaged Business Enterprise (DBE) Program
DBE Subcontractor Participation Form
An EPA Financial Assistance Agreement Recipient must require its prime contractors to provide this form to its
DBE subcontractors.This form gives a DBE1 subcontractor2 the opportunity to describe work received and/or
report any concerns regarding the EPA-funded project(e.g.,in areas such as termination by prime contractor,late
payments, etc.). The DBE subcontractor can,as an option, complete and submit this form to the EPA DBE
Coordinator at any time during the project period of performance.
Subcontractor Name Project Name
Bid/ Proposal No. Assistance Agreement ID No. (if known) Point of Contact
Address
Telephone No. Email Address
Prime Contractor Name Issuing/Funding Entity:
Contract Description of Work Received from the Prime Contractor Involving Amount Received
Item Construction, Services,Equipment or Supplies by Prime
Number Contractor
1 A DBE is a Disadvantaged,Minority,or Woman Business Enterprise that has been certified by an entity from which EPA accepts certifications as
described in 40 CFR 33.204-33.205 or certified by EPA.EPA accepts certifications from entities that meet or exceed EPA certification standards as
described in 40 CFR 33.202.
2 Subcontractor is defined as a company,firm,joint venture,or individual who enters into an agreement with a contractor to provide
services pursuant to an EPA award of financial assistance.
EPA FORM 6100-2 (DBE Subcontractor Participation Form)
A United states OMB Control No:2090-0030
`�EPA Environmental Protection
Agency Approved:8/13/2013
Approval Expires:8/31/2015
Disadvantaged Business Enterprise (DBE) Program
DBE Subcontractor Participation Form
Please use the space below to report any concerns regarding the above EPA-funded project:
Subcontractor Signature Print Name
Title Date
The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours
per response. Send comments on the Agency's need for this information, the accuracy of the provided burden
estimates, and any suggested methods for minimizing respondent burden, including through the use of automated
collection techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency (2822T), 1200
Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send
the completed form to this address.
EPA FORM 6100-2 (DBE Subcontractor Participation Form)
A United States OMB Control No:2090-0030
..EPA Environmental Protection
Agency Approved:8/13/2013
Approval Expires:8/31/2015
Disadvantaged Business Enterprise (DBE) Program
DBE Subcontractor Performance Form
This form is intended to capture the DBE1 subcontractor's2 description of work to be performed and the price of
the work submitted to the prime contractor. An EPA Financial Assistance Agreement Recipient must require its
prime contractor to have its DBE subcontractors complete this form and include all completed forms in the prime
contractors bid or proposal package.
Subcontractor Name Project Name
Bid/Proposal No. Assistance Agreement ID No. (if known) Point of Contact
Address
Telephone No. Email Address
Prime Contractor Name Issuing/Funding Entity:
Contract Item Number Description of Work Submitted to the Prime Contractor Price of Work
Involving Construction, Services,Equipment or Supplies Submitted to the
Prime Contractor
DBE Certified By: ® DOT 0 SBA Meets/exceeds EPA certification standards?
® Other: ® YES ® NO O Unknown
1 A DBE is a Disadvantaged,Minority,or Woman Business Enterprise that has been certified by an entity from which EPA accepts certifications as
described in 40 CFR 33.204-33.205 or certified by EPA.EPA accepts certifications from entities that meet or exceed EPA certification standards as
described in 40 CFR 33.202.
2 Subcontractor is defined as a company,firm,joint venture,or individual who enters into an agreement with a contractor to provide services
pursuant to an EPA award of financial assistance.
EPA FORM 6100-3 (DBE Subcontractor Performance Form)
A United States OMB Control No:2090-0030
..EPA Environmental Protection
Agency Approved:8/13/2013
Approval Expires:8/31/2015
Disadvantaged Business Enterprise (DBE) Program
DBE Subcontractor Performance Form
I certify under penalty of perjury that the forgoing statements are true and correct. Signing this form does not
signify a commitment to utilize the subcontractors above. I am aware of that in the event of a replacement of a
subcontractor, I will adhere to the replacement requirements set forth in 40 CFR Part 33 Section 33.302 (c).
Prime Contractor Signature Print Name
Title Date
Subcontractor Signature Print Name
Title Date
The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours
per response. Send comments on the Agency's need for this information, the accuracy of the provided burden
estimates, and any suggested methods for minimizing respondent burden, including through the use of automated
collection techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency (2822T), 1200
Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send
the completed form to this address.
EPA FORM 6100-3 (DBE Subcontractor Performance Form)
A AgecUnited States OMB Control No:2090-0030
..EPAnnmentai Protection
Agency Approved:8/13/2013
Approval Expires:8/31/2015
Disadvantaged Business Enterprise (DBE) Program
DBE Subcontractor Utilization Form
This form is intended to capture the prime contractor's actual and/or anticipated use of identified certified DBEs
subcontractors2 and the estimated dollar amount of each subcontract. An EPA Financial Assistance Agreement
Recipient must require its prime contractors to complete this form and include it in the bid or proposal package.
Prime contractors should also maintain a copy of this form on file.
Prime Contractor Name Project Name
Bid/Proposal No. Assistance Agreement ID No. (if known) Point of Contact
Address
Telephone No. Email Address
Issuing/Funding Entity:
I have identified potential DBE ® YES NO
certified subcontractors
If yes,please complete the table below. If no,please explain:
Subcontractor Name/ Company Address/Phone/Email Est.Dollar Currently
Company Name Amt DBE
Certified?
Continue on back if needed
1 A DBE is a Disadvantaged,Minority,or Woman Business Enterprise that has been certified by an entity from which EPA accepts certifications as
described in 40 CFR 33.204-33.205 or certified by EPA.EPA accepts certifications from entities that meet or exceed EPA certification standards as
described in 40 CFR 33.202.
2 Subcontractor is defined as a company,firm,joint venture,or individual who enters into an agreement with a contractor to provide
services pursuant to an EPA award of financial assistance.
EPA FORM 6100-4(DBE Subcontractor Utilization Form)
A United states OMB Control No:2090-0030
`�EPA Environmental Protection
Agency Approved:8/13/2013
Approval Expires:8/31/2015
Disadvantaged Business Enterprise (DBE) Program
DBE Subcontractor Utilization Form
I certify under penalty of perjury that the forgoing statements are true and correct. Signing this form does not
signify a commitment to utilize the subcontractors above. I am aware of that in the event of a replacement of a
subcontractor, I will adhere to the replacement requirements set forth in 40 CFR Part 33 Section 33.302 (c).
Prime Contractor Signature Print Name
Title Date
The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours
per response. Send comments on the Agency's need for this information,the accuracy of the provided burden
estimates, and any suggested methods for minimizing respondent burden, including through the use of automated
collection techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency(2822T), 1200
Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send
the completed form to this address.
EPA FORM 6100-4(DBE Subcontractor Utilization Form)
South Tahoe Public Utility District
DBE Good— Faith Effort Documentation
FORM 1
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
"GOOD FAITH" EFFORT LIST OF SUBCONTRACTORS SOLICITED
Contractor Name Contractor Address How Located Date of Contact Type of Work/Trade Response
Contact Method (Yes/No)
Provide complete list. Use additional sheets, if necessary
South Tahoe Public Utility District
DBE Good—Faith Effort Documentation
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South Tahoe Public Utility District
DBE Good— Faith Effort Documentation
FORM 5
SUMMARY OF BIDS RECEIVED
DBE & NON-DBE
THIS SUMMARY IS PREPARED BY THE PRIME CONTRACTOR
Type of Work or Company Name Selected Bid Amount DBE NON-DBE
Trade (Yes or No) (Check) (Check)
List type of jobs alphabetically, from low to high in each category and selected low bidder.
Include subcontractors, suppliers, and brokers. Use additional sheets, if necessary.
South Tahoe Public Utility District
DBE Good— Faith Effort Documentation
THIS PAGE LEFT INTENTIONALLY BLANK
DIVISION 01
SECTION 01 10 00
GENERAL PROJECT REQUIREMENTS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Description of construction delivered under Contract, separate
Contracts and restrictions affecting construction activities.
PART 2 SUMMARY OF WORK
2.01 PROJECT DESCRIPTION
A. It is the District's intent to: construct a new 150,000 gallon bolted steel tank
with an aluminum dome roof, including all appurtenances identified within
the plans and specifications at the District's Keller Tank site. The tank and
aluminum dome shall be factory coated.
2.02 DEFINITION OF WORK
A. The Work to be performed under the Contract Documents shall include the
furnishings of all labor, materials, equipment, tools, transportation, and
incidentals necessary for the completion of all Work for the
project.
2.03 LOCATION OF PROJECT
A. The Work is located within the District boundaries at or near South Lake
Tahoe, California.
PART 3 WORK RESTRICTIONS
3.01 CONTRACTOR'S USE OF PREMISES
A. Contractor access during construction shall be limited to those areas of the
site indicated on the Plans. Access to additional areas of the site may be
granted to Contractor with approval of the Engineer.
B. Contractor access ways, staging areas and materials storage are shown on
the Plans.
5/13/2021 SECTION 01 10 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT GENERAL PROJECT REQUIREMENTS
PHASE 2 1
C. Safety and security of the Contractor's equipment and materials on District
property is the responsibility of the Contractor.
D. Contractor's use of premises shall be limited to those activities that are
necessary for the completion of the Work, and shall be limited to the Work
Hours defined in Part 3.02
E. Overnight storage of equipment on road shoulder within the Right of Way
will be allowed if the following requirements are met:
1. Driveways and other entrances or exits from properties are not to be
obstructed.
2. A 24 hour contact number is provided to the District in the event that
equipment must be moved for any reason.
3. Areas for proposed overnight storage of equipment are digitally
photographed in advance by the Contractor and the photographs are
provided to the District.
4. Any damage or land disturbance caused by storing of equipment
overnight will be repaired on a daily basis by the Contractor at the
Contractor's expense.
5. Area's used for overnight storage of equipment will be brought back to
conditions equivalent to the pre-project conditions at the contractor's
expense.
6. The safety and security of equipment and storage area is the sole
responsibility of the Contractor.
3.02 WORK HOURS
A. On-site work hours shall be as indicated on the Plans.
3.03 WORK BY OTHERS
A. The District, utility companies, and others may be working within the project
area while the Work is in progress. If so, the Contractor shall schedule its
work, in conjunction with these other persons to minimize mutual
interference, to the extent reasonably possible within the time constraints of
this Project.
B. Others working on associated facilities and probably interfacing with the
Contractor at some time during the execution of the work include:
1. Operations and Maintenance personnel of the South Tahoe Public
Utility District;
2. Other utilities and/or agencies including, but not limited toCity of South
Lake Tahoe, the US Forest Service, and Liberty Energy..
C. The Contractor shall cooperate to make the necessary connections at a
minimum cost and time delay for all involved. In the event of lack of
agreement, the Engineer will determine how and where the interface shall
be made and his decision shall be final.
5/13/2021 SECTION 01 10 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT GENERAL PROJECT REQUIREMENTS
PHASE 2 2
3.04 USE OF COMPLETED PORTIONS, RIGHT TO OPERATE UNSATISFACTORY
EQUIPMENT OR FACILITIES
A. The District may, at any time, and from time to time, during the performance
of the work, enter the work site for the purpose of installing any necessary
work by the District labor or other contracts, and for any other purpose in
connection with the installation of facilities. In doing so, the District shall
endeavor not to interfere with the Contractor and the Contractor shall not
interfere with other work being done by or on behalf of the District.
B. If, prior to completion and final acceptance of all the work, the District takes
possession of any structure or facility (whether completed or otherwise)
comprising a portion of the work with the intent to retain possession (as
distinguished from temporary possession contemplating the return to the
Contractor)then, while the District is in possession of the same, the
Contractor shall be relieved of liability for loss or damage to such structure
other than that resulting from the Contractor's fault or negligence. Such
taking of possession by the District shall not relieve the Contractor from any
provisions of this Contract respecting such structure, other than to the extent
specified in the preceding sentence, nor constitute a final acceptance of
such structure or facility.
C. If, following installation of any equipment or facilities furnished by the
Contractor, defects requiring correction by the Contractor are found, the
District shall have the right to operate such unsatisfactory equipment or
facilities and make reasonable use thereof until the equipment or facilities
can be shut down for correction of defects without injury to the District.
3.05 PUBLIC CONVENIENCE
A. This section defines the Contractor's responsibility with regard to
convenience of the public and public traffic in connection with his operations.
B. The Contractor shall so conduct its operations as to offer the least possible
obstruction and inconvenience to the public and shall have under
construction no greater length or amount of work than can be prosecuted
properly with due regard to the rights of the public.
C. Unless otherwise provided in the Contract Documents, all public traffic shall
be permitted to pass through the work with as little inconvenience and delay
as possible.
D. Spillage resulting from hauling operations along or across any publicly
traveled way shall be removed immediately by the Contractor at its expense.
E. Construction operations shall be conducted in such a manner as to cause as
little inconvenience as possible to abutting property owners.
F. Convenient access to driveways, houses, and buildings along the line of the
work shall be maintained and temporary approaches to crossings or
intersecting highways shall be provided and kept in good condition. When
5/13/2021 SECTION 01 10 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT GENERAL PROJECT REQUIREMENTS
PHASE 2 3
the abutting property owner's access across the right-of-way line is to be
eliminated, or to be replaced under the Contract by other access facilities,
the existing access shall not be closed until the replacement access facilities
are usable.
G. Water shall be supplied if ordered by the Engineer for the alleviation or
prevention of dust nuisance affecting the public and traffic, as provided in
Section 01 50 00, Part 2.06.
END OF SECTION
5/13/2021 SECTION 01 10 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT GENERAL PROJECT REQUIREMENTS
PHASE 2 4
SECTION 01 20 00
PRICE AND PAYMENT PROCEDURES
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for cash and quantity allowances
for products, installation, testing and contingencies.
PART 2 PRICE AND PAYMENT PROCEDURES
2.01 PROGRESS PAYMENT
A. Progress Payment Spreadsheet. By the first Monday of the month, the District will
provide the Contractor a Progress Payment Spreadsheet (Spreadsheet). In
consultation with the Engineer (or Engineer's designee), the parties will work
collaboratively to determine the estimated bid item quantities (or percentage of
work) completed by the Contractor the through the end of the previous month. By
close of business on Friday of that week, the Contractor will submit the
Spreadsheet, along with such supporting documentation and calculations required
by the Contract Documents, to the District. The Engineer will review the
Spreadsheet and determine whether the estimated quantities are correct. If the
estimated quantities are not correct in the opinion of the District, the Engineer and
Contractor will attempt to resolve differences in the estimated quantities. If an
agreement cannot be reached for a particular item quantity, the proposed Pay
Estimate Package provided to the Contractor will be based on the District's
estimated quantity for the item.
B. Pay Estimate Package. The District will prepare the proposed Pay Estimate
Package and distribute it to the Contractor. Within three (3) calendar days of
receiving the proposed Pay Estimate Package, the Contractor shall review the
proposed Pay Estimate Package and submit an executed Pay Estimate Package to
the District pursuant to Public Contract Code section 20104.50. The Contractor is
responsible for the accuracy of the submitted Pay Estimate Package and by
submitting the Pay Estimate Package to the District, the Contractor verifies the
accuracy of the pay quantities. Upon receipt, the District shall review the Pay
Estimate Package to determine whether it is undisputed and suitable for payment.
If the Pay Estimate Package is unsuitable for payment, it shall be returned to
Contractor as soon as practicable, but not later than seven (7) calendar days after
receipt, accompanied by a document setting forth in writing the reasons why the
Pay Estimate Package is not proper. The Contractor shall make the necessary
corrections and resubmit the Pay Estimate Package within three (3) days of
receiving the Pay Estimate Package unsuitable for payment. After receipt of a Pay
Estimate Package that is determined by the District to be undisputed and suitable
for payment, the Pay Estimate Package will be presented to the District Board of
5/13/2021 SECTION 01 20 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 PRICE AND PAYMENT PROCEDURES
1
Directors for approval at a future Board meeting. The District shall have the right to
adjust any estimate of quantity and to subsequently correct any error made in any
estimate for payment. Nothing in this section waives any rights or remedies
reserved for the District, including, but not limited to, withholding payment of
encumbered funds, under this Contract or allowed by law..
C. The payment request may, under separate line item, give consideration to materials
on hand as a convenience to the Contractor. Consideration shall only be upon
Contractor's request, and shall be presented in a form that is acceptable to the
Engineer for counting and tracking materials. Materials on hand will be paid only for
materials delivered to the work site, and for which the Contractor provides paid
invoices. The Contractor shall be responsible for updating the summary on a
monthly basis to zero out items that have been installed in the prior month.
D. In reviewing the payment request, the Engineer shall deduct from the amount of the
request:
1. amounts due to the District for equipment or materials furnished or services
rendered;
2. amounts due to the District under the terms of the Contract; and
3. amounts required to be deducted by federal, state or local governmental
authority.
E. The Contractor shall submit with each payment request the Contractor's conditional
waiver of lien for the entire amount covered by such payment request, in the forms
prescribed by California Civil Code §3262.
F. The District will pay the Contractor ninety-five (95%) percent of the amount of each
payment request. Five percent (5%) of the amount of each payment request shall
be retained by the District until final completion and acceptance of all work under
the Contract.
G. The Contractor may, in accordance with the provisions of Public Contract Code
section 22300, substitute securities for any monies which the District may withhold
to insure performance under the Contract.
H. When, in the judgment of the Engineer, the work is not proceeding in accordance
with the provisions of the Contract, no pay payment request will be prepared and no
payment will be made.
I. No payment request or payment shall be considered to be an approval or
acceptance of any work, materials, or equipment. Estimated amounts and values of
work done and materials and equipment furnished will be conformed with actual
amounts and values as they become available in subsequent payment requests,
progress payments and the final estimate and payment. All requests and payments
will be subject to correction in subsequent and final payment requests and payment.
J. No payments made under the Contract, including progress payments and the final
payment, shall be evidence of the performance of the Contract, either wholly or in
part, and no payment shall be construed to be an acceptance of any defective or
incomplete work or improper materials.
5/13/2021 SECTION 01 20 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 PRICE AND PAYMENT PROCEDURES
2
K. If the validity of a properly filed request for payment by the Contractor is not
disputed, payment of the request by the District shall include interest at the rate
provided in Subdivision (a) of Section 685.010 of the Code of Civil Procedures if
payment has not been made within thirty (30) days after the proper submission of
the claim to the District. The District shall review each payment request as soon as
practicable after receipt for the purpose of determining whether the payment
request is a proper payment request. Any payment request determined not to be a
proper payment request suitable for payment shall be returned to the Contractor as
soon as practicable, but not later than seven (7) days, after receipt. A request
returned pursuant to this subsection shall be accompanied by a written explanation
of the reasons why the payment request is not proper. The number of days
available to the District to make a payment without incurring interest pursuant to this
subsection shall be reduced by the number of days by which the District exceeds
the seven (7) day return requirement set forth above.
2.02 FINAL PAYMENT
A. Final Payment shall be in conformance with the terms set forth Section 01 77 00,
Closeout Procedures.
END OF SECTION
5/13/2021 SECTION 01 20 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 PRICE AND PAYMENT PROCEDURES
3
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5/13/2021 SECTION 01 20 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT, PHASE 2 PRICE AND PAYMENT PROCEDURES
4
SECTION 01 31 00
PROJECT MANAGEMENT AND COORDINATION
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for the management and
coordination of subcontractors and coordination with other Contractors
and the District.
PART 2 PROJECT MANAGEMENT AND COORDINATION
2.01 RESPONSIBILITY OF CONTRACTOR
A. If any part of the Work depends on proper execution or results of the work of
others, the Contractor shall inspect and promptly report to the Engineer any
apparent discrepancies or defects in such work of others that render it
unsuitable for such proper execution and results. Failure of the Contractor
to so inspect and report constitutes acceptance of the work of others as fit
and proper except as to defects which may develop in the work of others
after execution of the Work by the Contractor.
2.02 CONTRACT DOCUMENTS
A. The Contractor shall keep one copy of the Contract Documents, Shop
Drawings, Change Orders and other modifications in good order, available
to the Engineer and his representatives, and convenient to the work site.
This set of Contract Documents shall be marked as the project progresses
to record the details of all changes made during construction. Contract
Drawings shall include schematic depictions of changes, and Specifications
shall include redline strikeout of changes to language; showing only
reference to related Requests for Information, Shop Drawings or written
directive will not suffice.
B. During the progress meetings, defined in Part 3.02 below, such documents
shall be reviewed to ascertain that all changes have been recorded.
C. If the Contractor, in the course of the work, finds any discrepancy between
the Contract Documents and the physical condition of the locality, or any
errors or omissions in the Contract Documents, or in the layout as given by
points and instructions, the Contractor shall follow the procedures outlined in
Section 00 72 00, General Conditions.
5/13/2021 SECTION 01 31 00
KELLER-HEAVENLY WATER SYSTEM PROJECT MANAGEMENT AND COORDINATION
IMPROVEMENTS PROJECT, PHASE 2 1
2.03 SEPARATE CONTRACTS
A. The District reserves the right to let other contracts in connection with this
work. The Contractor shall afford such other contractors reasonable
opportunity for the introduction and storage of their materials and the
execution of their work, and shall properly connect and coordinate his work
with the other contractor's work.
B. To insure the proper execution of his subsequent work, the Contractor shall
measure work already in place and shall at once report to the Engineer any
discrepancy between the executed work and the drawings.
2.04 COOPERATION OF CONTRACTORS
A. Should construction be under way by other forces or by other Contractors
within or adjacent to the limits of the work specified or should work of any
other nature be under way by other forces within or adjacent to said limits,
the Contractor shall cooperate with all such other contractors or other forces
to the end that any delay or hindrance to their work will be avoided. The
right is reserved to perform other or additional work at or near the site
(including material sources) at any time, by the use of other forces.
B. When two or more contractors are employed on related or adjacent work,
each shall conduct its operation in such a manner as not to cause any
unnecessary delay or hindrance to the other. Each contractor shall be
responsible to the other for all damage to work, to persons or property
caused to the other by his operations, and for loss caused the other due to
its unnecessary delays or failure to finish the work within the time specified
for completion.
2.05 COORDINATION OF WORK
A. The Contractor shall maintain overall coordination for the execution of the
Work. Based on the Construction Schedule prepared in accordance with the
Contract Documents, the Contractor shall obtain from each of its
subcontractors a similar schedule which shall be integrated into the
construction schedule. The Contractor shall then be responsible for all
parties maintaining these schedules and coordinating required modifications
as approved by the District.
2.06 SUPERINTENDENCE
A. Contractor's Representative: The Contractor shall designate in writing before
starting work an individual as authorized representative who shall have the
authority to represent and act for the Contractor. This authorized
representative shall be present at the site of the work at all times while work
is actually in progress on the Contract. The Contractor shall not change
representatives without the written approval of the Engineer.
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B. When work is not in progress and during periods when work is suspended,
arrangements acceptable to the Engineer shall be made for the performance
and supervision of any emergency work which may be required.
C. It is the intent of this section that the Contractor (1) supervise all work,
including that of subcontractors, (2) be responsible for the quality and
conformance with contract provisions of all work, and (3) maintain
responsibility for the actions of subcontractors and suppliers at the job site.
The Contractor is solely responsible, at all times, for the superintendence of
the work and for its safety and progress.
D. Whenever the Contractor or its authorized representative is not present on
any particular part of the work where it may be desired to give direction,
such direction will be given by the Engineer, which shall be received and
obeyed by the superintendent or foreman who may have charge of the
particular work in reference to which the orders are given.
E. Any order given by the Engineer, not otherwise required by the Contract
Documents to be in writing, will on request of the Contractor, be given or
confirmed by the Engineer in writing.
F. The Contractor shall place on record at the District, and keep current, the
name of the Contractor's representative and the phone number at which he
can be contacted at such times that he is not at the work site (such as after
working hours and on holidays and weekends) to respond to District
requests to correct safety and other problems that may arise in connection
with the work.
2.07 CHARACTER OF WORKERS
A. If any Subcontractor, or person employed by the Contractor or any
Subcontractor shall fail or refuse to carry out the directions of the District or
its agents or shall appear to the District or its agents to be incompetent or to
act in a disorderly, unsafe, or improper manner, that person shall be
removed from the project work immediately on the request of the District or
its agents, and such person shall not again be employed on the work. Such
discharge shall not be the basis for any claim for compensation or damages
against the District, or any of its officers or agents.
2.08 SAFETY
A. The Contractor shall carefully instruct all personnel working in potentially
hazardous work areas as to potential dangers and shall provide such
necessary safety equipment and instruction as is necessary to prevent injury
to personnel and damage to property. Special care shall be exercised
relative to electrical work, work involving excavation, and in work involving
confined spaces.
B. The Contractor shall provide its personnel with additional training to address
the following:
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C. Contractor shall be required to comply with the District's Lockout/Tagout
program and procedures. A copy of the program will be provided to the
Contractor prior to the start of work.
D. Refer to Section 01 33 00, Submittals Process, for submittals requirements
pertaining to project safety.
PART 3 PROJECT MEETINGS
3.01 PRECONSTRUCTION CONFERENCE
A. Upon receipt of the Notice to Proceed, or at an earlier time if mutually
agreeable, the Engineer will arrange a pre-construction conference to be
attended by the Contractor's superintendent, the District, the Engineer, or his
representative, and representatives of utilities, major subcontractors, and
others involved in the execution of the Work.
B. The purpose of this conference shall be to establish a working
understanding between the parties and to discuss the Construction
Schedule prepared in accordance with Section 01 32 00, Part 2.01, shop
drawing submittals preparation and processing in accordance with
Section 01 33 00, Part 2.02, cost breakdown of major lump sum items,
applications for payments and their processing, and such other subjects as
may be pertinent for the execution of the Work.
3.02 PROGRESS MEETINGS
A. The Contractor shall arrange and conduct progress meetings. These
meetings shall be conducted at least once every two (2) weeks and shall be
attended by the Contractor's superintendent and representatives of all
subcontractors, utilities, and others, that are active in the execution of the
Work. The purpose of these meetings shall be to expedite the work of any
subcontractor or other organization that is behind schedule, resolve
conflicts, and in general coordinate and expedite the execution of the Work.
B. The agenda of progress meetings shall include review of progress and
schedule, review of payment requests at monthly intervals, review of
narrative report, review of the latest Construction Schedule update, and
review of the record documents if necessary.
END OF SECTION
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SECTION 01 32 00
CONSTRUCTION PROGRESS DOCUMENTATION
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for scheduling, recording
and reporting progress.
PART 2 SCHEDULING
2.01 PROGRESS SCHEDULE
A. The Contractor shall submit within ten (10) days after execution of the
Contract a schedule or schedules which shall show the dates at which the
Contractor will start and complete several parts. This schedule shall
conform to the completion time specified in the Contract.
B. The Contractor shall review and, if necessary, revise the progress schedule
at least once a month and in any event shall submit a current schedule to
the Engineer at his request at any time during the contract period.
2.02 SCHEDULE REVIEW
A. The Work and the Construction Schedule shall be reviewed to verify that:
1. Start and finish dates of activities fall within the Contract Time.
2. Durations and progress of all activities are reasonable.
B. Items that shall be included (but not limited to) in the schedule:
1. All critical material delivery dates;
2. All critical shop drawings submittal dates;
3. Any requested system shut-downs, in accordance with the
requirements of Section 01 73 00, Execution, Part 2.02;
4. Any requested exceptions from the work restrictions defined in
Section 01 10 00, General Project Requirements; and
5. Beginning and end of tank construction activities, including disinfection
and testing.
6. Compliance with the work sequence and constraints set forth in
Section 01 73 00, Execution, Part 2.06.
C. The CONTRACTOR, in his submitted construction schedule, shall
specifically address the requirement to have all work completed by the
project completion deadline enforced by TRPA. The submitted schedule will
be rejected if it does not establish how the CONTRACTOR proposes to
meet this condition. A schedule submitted by the CONTRACTOR and
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accepted by the District that calls for the completion of the project before the
stipulated project completion deadline, does not change the Contract Time
as listed in Part 2.04 of Section 00 72 00. No compensation will be allowed
for required schedule extensions that do not cause the Contract Time as
originally stated to change.
D. All other scheduling aspects of the installation project shall be addressed by
the CONTRACTOR, especially those aspects considered by the
CONTRACTOR and/or the OWNER to be critical to the completion of the
project within the stipulated Contract Time as identified in Section 00 72 00,
General Conditions, Part 2.04.
E. Inclement Weather: In conformance with regulatory requirements and safe
working practices, the District has recognized that adverse weather
conditions may affect the Contractor's ability to proceed with certain portions
of the Work on a given day if, for example, the site is wet or snow covered,
or winds are high. The Contract Time established in the contract documents
takes into consideration adverse weather conditions, including but not
limited to precipitation, wind, and thunderstorms, within the average climatic
range. The Contractor's schedule shall allow enough time for these
inclement weather events, and shall reflect the following number of weather
delay days per month for activities that are potentially impacted by adverse
weather conditions:
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
4 4 4 4 3 2 2 2 2 3 4 4
The District does not consider cold temperatures (below 40 degrees
Fahrenheit) to be an inclement weather event, and cautions the Contractor
that cold weather may occur at any time of year. It is the responsibility of the
Contractor to account for extended periods of cold weather in the project
schedule, and to implement controls to allow work to continue during periods
of cold at no additional cost to the District. The District will not consider
claims for additional cost due to delays caused by cold, because of a failure
by the Contractor to implement necessary controls.
F. The receipt or approval of any schedules by the District shall not in any way
relieve the Contractor of its obligations under the Contract.
2.03 REVISIONS TO CONSTRUCTION SCHEDULE
A. The Contractor shall submit a revised Construction Schedule within five (5)
days of the occurrence of any of the following:
1. When delay in completion of any activity or group of activities indicates
an overrun of the Contract time or control point requirement, by thirty
(30)working days or ten percent (10 percent) of the remaining
duration, whichever is less.
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2. Delays in submittals, deliveries, or work stoppages are encountered
which make replanning or rescheduling of the work necessary.
3. The Schedule does not represent the actual prosecution and progress
of the project as being performed in the field.
B. Acceptance of the revised Construction Schedule and all supporting data is
contingent upon compliance with other related requirements in the Contract
Documents and any other prior agreements or requirements with or by the
Engineer.
C. The cost of revisions to the Construction Schedule resulting from Contract
changes will be included in the cost for the change in the Work, and will be
based on the complexity of the revision or Change Order, hours expended in
analyzing the change, and the total cost of the change.
D. The cost of revision to the Construction Schedule not resulting from
authorized changes in the Work shall be the responsibility of the Contractor.
END OF SECTION
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SECTION 01 32 20
WEB-BASED CONSTRUCTION DOCUMENT MANAGEMENT
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Procedures and requirements for managing construction
documentation and submittals for the Work.
2. Responsibilities of the Contractor and the District for the management
of construction documentation and submittals.
B. The Owner and Contractor shall utilize Bentley Systems, Incorporated's
EADOC system for electronic submittal of all data and documents (unless
specified otherwise by the owners representative)throughout the duration of
the Contract.
1. EADOC is a web-based electronic media service hosted by Bentley
Systems, Incorporated, utilizing their EADOC web solution.
2. EADOC will be paid for by the District, and the District will maintain the
Service Agreement with EADOC.
3. EADOC will be made available to the Contractor, their personnel,
subcontractor personnel, suppliers, and consultants.
4. The joint use of this system is to facilitate electronic exchange of
information, automation of key processes, and overall management of
Contract Documentation.
5. EADOC shall be the primary means of project information submission
and management for the project.
1.02 DEFINITIONS
A. "Copy" or"Copies" shall refer to electronic copies unless a hard copy is
specified. Where a hard copy is specified, both electronic and paper
versions shall be submitted.
1.03 USER ACCESS LIMITATIONS
A. The Engineer will control the Contractor's access to EADOC by allowing
access and assigning user profiles to accept Contractor personnel.
B. User profiles will define levels of access into the system and determine
assigned function-based authorizations and user privileges.
C. Subcontractors and suppliers will be given access to EADOC by and
through the Contractor. Entry of information exchanged and transferred on
EADOC between the Contractor and its subcontractors, suppliers and
consultants shall be the responsibility of the Contractor.
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1.04 JOINT OWNERSHIP OF DATA
A. Data entered in a collaborative mode (ie., entered with the intent to share as
determined by permissions and workflows within the EADOC system) by the
District and the Contractor shall be jointly owned.
1.05 AUTOMATED SYSTEM NOTIFICATION AND AUDIT LOG TRACKING
A. Review comments made (or lack thereof) by the District on Contractor-
submitted documentation shall not be interpreted as changes to the Contract
nor shall they relieve the Contractor from compliance with the Contract
Documents.
B. As discussed elsewhere in these Contract Documents, the Contractor is
responsible for managing, tracking and documenting the Work to comply
with the requirements of the Contract Documents.
C. The District's acceptance via automated system notifications or audit logs
extends only to the face value of the submitted documentation, and does not
constitute validation of the Contractor's submitted documentation.
D. In compliance with Public Contract Code §1601, EADOC provides both (1)
automatic transmission of receipts confirming that documents submitted by
Contractor have been received by the District, and (2) an electronic online
record of the history of transmission and receipt of each document submitted
by the Contractor.
1.06 SUBMITTALS
A. See Section 01 33 00 for submittal requirements.
B. Preconstruction submittals:
1. Contractor shall provide a list of personnel responsible for EADOC
administration within one week following the Notice to Proceed.
2. The list shall include key personnel's roles and responsibilities,
including email addresses. Contractor should also identify the
corporations' system administrator on the list.
1.07 COMPUTER SYSTEM REQUIREMENTS
A. The Contractor shall use computer hardware and software that meets the
requirements of the EADOC system, as recommended by Bentley Systems,
Incorporated, to access and utilize EADOC. As recommendations are
modified by EADOC, the Contractor shall upgrade their system(s) to meet or
exceed the recommendations. The cost to procure or upgrade the
Contractor's computer systems to meet EADOC requirements shall be the
responsibility of the Contractor, and will not be considered a justifiable basis
for cost or time modification to the Contract.
B. The Contractor shall be responsible for providing connectivity to the EADOC
system through DSL, cable, T-1 or wireless communication systems at no
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additional cost to the District. If connectivity is to be established at the Site,
the means of connection shall be acceptable to the District. The minimum
bandwidth requirement for using the system is 128 kb/s. It is recommended
that a faster connection be used when uploading pictures and files into the
system.
C. EADOC supports the current and prior two major versions of Chrome,
Firefox, Internet Explorer and Safari on a rolling basis. Each time a new
version of one of these browser's is released, EADOC will be begin
supporting the update and stop supporting the fourth-oldest versions.
D. The Contractor shall use Adobe Acrobat Standard Version 8 or newer.
1.08 CONTRACTOR RESPONSIBILITY
A. The Contractor shall be responsible for the validity of their information
placed in EADOC and for the abilities of their personnel.
B. Accepted users shall be knowledgeable in the use of computers, including
internet browsers, email programs, cad drawing applications, and Adobe
Portable Document Format (pdf) document distribution program.
C. The Contractor shall utilize the existing forms in EADOC to the maximum
extent possible. If a required form does not exist in EADOC, the Contractor
must include a form of their own or provided by the District as an attachment
to a submittal.
D. Adobe PDF documents will be created through electronic conversion rather
than optically scanned, whenever possible. If optically scanned, the
document shall be converted through an OCR (Optical Character Reader)
so that all documents are searchable. The Contractor is responsible for the
training of their personnel in the use of EADOC (outside what is provided by
the District) and the other programs indicated above, as needed. Lack of
training will not be considered a justifiable basis for cost or time modification
to the Contract.
E. User Access Administration
1. As required in Part 1.06, above, the Contractor shall provide a list of
key project personnel for the District's review and acceptance.
2. The Contractor is responsible for adding and removing users from the
system, as appropriate. The Contractor will be given permission to add
personnel to EADOC.
3. The District reserves the right to perform a security check on all
potential users.
1.09 CONNECTIVITY PROBLEMS
A. EADOC is a web-based environment and, therefore, subject to the inherent
speed and connectivity problems of the internet. The Contractor is
responsible for its own connectivity to the internet. EADOC response time is
dependent on the Contractor's equipment, including processor speed,
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internet access speed, etc., and current traffic on the internet. The District
will not be liable for any delays associated from the usage of EADOC
including, but not limited: slow response time, down time periods,
connectivity problems, or loss of information. The Contractor will ensure that
they maintain connectivity to the EADOC system (whether at the home office
or project site). Under no circumstances shall the usage of EADOC be
grounds for a time extension or cost adjustment to the Contract.
1.10 TRAINING
A. The District will provide training consisting of a web-based seminar in
conjunction with a conference call. The training seminar is about 3 hours.
B. Contractor shall arrange and pay for the facilities and hardware/software
required to facilitate his own training above and beyond that listed in Part
1.10.A, above.
PART PRODUCTS
2.01 DESCRIPTION
A. EADOC project management application (no equal) provided by Bentley
Systems, Incorporated at:
https://www.bentley.com/en/products/product-line/construction-
software/projectwise-construction-management.
PART 3 EXECUTION
3.01 EADOC UTILIZATION
A. EADOC shall be utilized in connection with all document and information
management required by these Contract Documents. Documents and
information to be submitted electronically include, but are not limited to, the
documents described in Part 3.02 below.
B. In the event of a discrepancy between the electronic version and paper
documents, the paper documents will govern.
3.02 SUBMITTALS
A. Shop Drawings
1. Shop drawing and design data documents shall be submitted as PDF
attachments to the EADOC submittal work flow process and form.
Examples of shop drawings include, but are not limited to:
a. All shop drawings identified in Section 01 33 00, Part 2.03.
b. Standard manufacturer installation drawings.
c. Drawings prepared to illustrate portions of the work designed or
developed by the Contractor.
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d. Steel fabrication, piece, and erection drawings.
e. Electrical interconnection drawings.
B. Product Data
1. Product data shall be submitted as PDF attachment to the EADOC
submittal workflow process and form. Examples of product data
include, but are not limited to:
a. All product data identified in Section 01 33 00, Part 2.03.
b. Manufacturer's printed literature.
c. Preprinted product specification data and installation instructions.
d. Made in America Certification, if required by Contract.
C. Samples
1. Sample submittals shall be physically submitted as specified in Section
01 33 00, Part 2.04. Contractor shall enter submittal data information
into EADOC with a copy of the submittal form(s) attached to the
sample. Examples of samples include, but are not limited to:
a. Product finishes and color selection samples.
b. Product finishes and color verification samples.
c. Finish/color boards.
d. Physical samples of materials, including soil samples.
D. Administrative Submittals
1. All correspondence and pre-construction submittals shall be submitted
using EADOC. Examples of administrative submittals include, but are
not limited to:
a. Permits
b. Lists of project personnel and contact information
c. Project schedule and progress schedules, as required in Section
01 32 00 and Part 3.02.D.2, below.
d. Requests for Information (RFI)
e. Shut-down Requests and Demolition Requests
f. Evidence of qualifications
2. Network Analysis Schedules and associated reports and updates.
Each schedule submittal specified in these Contract Documents shall
be submitted as a native backed-up file of the scheduling program
being used. The schedule shall also be posted as a PDF file.
3. Plans for safety, demolition, environmental protection, and similar
activities, as identified in Section 01 33 00, Part 2.06, and elsewhere in
these Contract Documents.
4. Any general correspondence submitted.
E. Compliance Submittals
1. Test reports, certificates and manufacturer field report submittals shall
be submitted on EADOC as PDF attachments. Examples of
compliance submittals include, but are not limited to:
a. Certificates of Compliance, as identified in Section 01 33 00, Part
2.05
b. Field test reports
c. Quality control certifications
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d. Manufacturers documentation and certifications for quality of
products and materials provided
F. Record and Closeout Submittals
1. Operations and maintenance data closeout submittals shall be
submitted on EADOC as PDF documents during the approval and
review stage as specified, with hard copy sets of documents submitted
for final. Examples of record submittals include, but are not limited to:
a. Preventive Maintenance Forms
b. O&M Manuals, as identified in Section 01 33 00, Part 2.07
c. Extra materials, Spare Stock, etc.: Submittal forms shall indicate
when actual materials are submitted.
2. Other Closeout submittals
a. Contractor red-line markups (in both pdf and editable form).
b. Contractor photographs.
c. Survey data (in both pdf and editable form).
G. Financial Submittals
1. Schedule of Costs, Pay Estimates, Daily Extra Work Report, and
Change Order Requests shall be submitted on EADOC. Supporting
material for Pay Estimates and Change Order Requests shall be
submitted on EADOC as PDF attachments. Examples of compliance
submittals include but are not limited to:
a. Schedule of Values
b. Progress Payment Requests
c. Daily Work Reports
d. Change Order Requests
e. Supporting documentation for Change Order Requests.
END OF SECTION
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SECTION 01 33 00
SUBMITTALS PROCESS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for processing of submittals during
the construction stage.
2. The requirements of this Section are in addition to the requirements for
individual materials and equipment stated elsewhere in these Contract
Documents.
PART 2 SUBMITTAL PROCEDURES
2.01 GENERAL INSTRUCTIONS FOR SUBMITTALS
A. The Contractor shall submit to the Engineer such schedules, reports, drawings,
lists, literature samples, instructions, directions, and guarantees as are specified or
reasonably required for construction, operation, and maintenance of the Work in
ample time for each to serve its purpose and function. All submittals shall be
provided to the District within the time necessary to allow District review, to allow
resubmittal and second review, if necessary, and to avoid delays in the work.
B. Further, the Contractor must submit to the District for approval, any land use
agreements between the Contractor and private property owners that affect the
project.
C. Each type of product shall have a separate submittal. For example, waterline pipe,
sewer pipe, valves, aggregate base, and manholes will each require a submittal.
D. Each submittal shall have a transmittal form. A sample transmittal form is included
at the end of this Document. Every page in a submittal shall be numbered in
sequence. Each copy of a submittal shall be collated and stapled or bound, as
appropriate. Copies not collated will be rejected.
E. Where product data from a manufacturer is submitted, clearly mark which model is
proposed, with all pertinent data, capacities, clearances, diagrams, controls,
connections, anchorage, and supports. Present a sufficient level of detail for
assessment of compliance with contract documents.
F. Each submittal shall be assigned a unique number. Submittals shall be numbered
sequentially. The submittal numbers shall be clearly noted on the transmittal.
Original submittals shall be assigned a numeric submittal number. Resubmittals
shall bear an alphanumeric system which consists of the number assigned to the
original submittal for that item followed by a letter of the alphabet to represent that it
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is a subsequent of the original. For example, if Submittal 25 requires a resubmittal,
the first resubmittal will bear the designation "25-A", the second resubmittal will bear
the designation "25-13", and so on.
G. Resubmittals of submittals will be reviewed and returned in the same review period
as for the original submittal. It is considered reasonable that the Contractor shall
make a complete and acceptable submittal by the second submission of a submittal
item. The District reserves the right to withhold monies due to the Contractor to
cover additional costs of any review beyond the second submittal.
H. The drawings, lists, prints, specifications, samples, and other data required as
project submittals and described herein shall become a part of the Contract
Documents, and a copy of the same shall be kept with the job site Contract
Documents, and the fabrications furnished shall be in conformance with the same.
However, the Engineer's review of the above drawings, lists, prints, specifications,
samples, or other data shall in no way release the Contractor from its responsibility
for the proper completion of the requirements of this Contract nor for fulfilling the
purpose of the installation nor from Contractor's liability to replace the same, should
it prove defective or fail to meet the specified requirements.
2.02 CRITICAL EQUIPMENT SUBMITTALS
A. The Contractor shall make shop drawing submittals to the Engineer in a timely
manner for the Work to be completed within the specified Contract time. No
contract extensions will be granted based solely on submittal review time.
B. Critical equipment requiring early submittal for completion of the project include (but
are not limited to):
1. Structural submittals for tank and aluminum dome roof design, including, but
not limited to, seismic, wind, and snow load, and venting requirements.
2. Tank body and aluminum dome coating samples for color selection.
3. Factory applied tank and roof coatings.
4. Shop drawings for tank and roof.
5. Shop drawings for tank appurtenances, including access ladders, landings,
communication masts, hatches, and overflow assembly.
6. Piping, duckbill valves, piping, and stainless steel materials requiring long
lead times.
7. Tank anchor design and calculations.
8. Complete cathodic protection system, including anchoring assembly,
anodes, and tank coating repair method.
C. Requests for substitution of critical equipment shall be made within 14 days after
the Contract is signed.
2.03 SHOP DRAWINGS
A. The Plans & Specifications shall be supplemented by such shop drawings prepared
by the Contractor as are necessary to adequately control the work. Shop Drawings,
layout diagrams, catalog data, test reports and information in sufficient detail to
show complete compliance with all specified requirements shall be furnished to the
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Engineer covering, without limitation, the items included in the Materials and
Equipment List.
B. The Contractor, at its own expense, shall make such changes in the required
drawings as may be necessary to conform to the Contract Documents. After
completion of such review, verification, and revising, the Contractor shall stamp and
sign the drawings indicating his approval and submit the Shop Drawings and
pertinent data to the Engineer for review.
C. In addition, if the Contractor submits shop drawings of equipment by manufacturers
other than those listed in the specifications, provide the following information with
the submittal:
1. The name and address of at least three companies or agencies that are
currently using the equipment.
2. The name and telephone number of at least one person at each of the above
companies or agencies whom the Engineer may contact.
3. A description of the equipment that was installed at the above locations. The
description shall be in sufficient detail to allow the Engineer to compare it with
the equipment that is proposed to be installed with this project.
D. Prior to the Engineer's review of such drawings, any work which the Contractor may
perform on the fabrications covered by the drawings shall be at Contractor's own
risk and the District will not be responsible for any expenses or delays incurred by
the Contractor for changes to make the drawings conform to the Contract
Documents.
E. Unless otherwise indicated elsewhere in these Contract Documents, Shop drawings
and data shall be submitted to the Engineer with sufficient number as will allow the
Engineer to retain four (4) copies of each submittal. The submittal shall clearly
indicate the specific area of the Contract Documents for which the submittal is
made. Any additional copies received by the Engineer will be returned to the
Contractor's representative at the job site. The Engineer's notations of the actions
taken will be noted on the returned copies
F. Unless otherwise stated, the ENGINEER shall have fourteen (14) days from the
date of receipt of shop drawings for review. No changes shall be made by the
CONTRACTOR in any shop drawings after they have been reviewed and accepted
by the ENGINEER.
H. CONTRACTOR agrees that shop drawings processed by the ENGINEER are not
Contract Change Orders; that the purpose of shop drawings submitted by the
CONTRACTOR is to demonstrate to the ENGINEER that the CONTRACTOR
understands the design concept, that he demonstrates his understanding by
indicating which equipment and material he intends to furnish and by detailing the
fabrication methods he intends to use. It is expressly understood, however, that
favorable review of the CONTRACTOR's shop drawings shall not relieve the
CONTRACTOR of any responsibility for accuracy of dimensions and details, or for
mutual agreements of dimensions and details. It is mutually agreed that the
CONTRACTOR shall be responsible for agreement and conformity of his shop
drawings with the Specifications. CONTRACTOR further agrees that if deviations,
discrepancies, or conflicts between shop drawings and Specifications are
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discovered either prior to or after shop drawings are processed by the ENGINEER,
the Specifications shall control and shall be followed.
I. Full compensation for furnishing all shop drawings shall be considered as included
in the prices paid for the Contract items of work to which such drawings relate and
no additional compensation will be allowed therefor. Any cost related to the
ENGINEER's review of any particular set of shop drawings more than twice, due to
incompleteness or unacceptability, shall be borne by the CONTRACTOR, and the
DISTRICT reserves the right to withhold such costs from payments due the
CONTRACTOR.
2.04 SAMPLES
A. Representative preliminary samples of the character and quality prescribed shall be
submitted by the Contractor or supplier in sufficient quantities or amounts for testing
or examination, without additional charge.
B. No material shall be used until the Engineer has had the opportunity to test or
examine such materials. Samples will be secured and tested whenever necessary
to determine the quality of the material. Samples and test specimens prepared at
the job site, such as concrete test cylinders, shall be taken or prepared by the
Engineer in the presence and with the assistance of the Contractor.
C. Testing of samples shall be in conformance with the requirements of Part 2.04 of
Section 01 43 00, Quality Assurance.
2.05 CERTIFICATE OF COMPLIANCE
A. A Certificate of Compliance shall be furnished prior to the use of any materials for
which the Contract Documents require that such a certificate be furnished. In
addition, when so authorized in the Contract Documents, the Engineer may permit
the use of certain materials or assemblies prior to sampling and testing if
accompanied by a Certificate of Compliance. The Certificate shall be signed by the
manufacturer of the material or the manufacturer of assembled materials and shall
state that the materials involved comply in all respects with the requirements of the
Contract. A Certificate of Compliance shall be furnished with each lot of material
delivered to the work and the lot so certified shall be clearly identified in the
Certificate. The Certificate of Compliance shall be in a form approved and prepared
by the District.
B. All materials used on the basis of a Certificate of Compliance may be sampled and
tested at any time. The fact that material is used on the basis of a Certificate of
Compliance shall not relieve the Contractor of responsibility for incorporating
material in the work which conforms to the requirements of the Contract Documents
and any such material not conforming to such requirements will be subject to
rejection, whether in place or not. In the event of rejection, the Contractor shall
remove the rejected materials, at its cost, and replace them with conforming
materials.
C. The District reserves the right to refuse to permit the use of material on the basis of
a Certificate of Compliance.
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D. The form of the Certificate of Compliance and its disposition shall be as directed by
the Engineer.
2.06 SAFETY SUBMITTALS
A. Shoring and Trench Safety Plan - Attention is directed to Section 832 of the Civil
Code of the State of California relating to lateral and subjacent support, and the
Contractor shall conduct its operations and act in such a manner in order to ensure
compliance with this law. In accordance with Section 6705 of the State Labor Code,
the Contractor shall submit to the District specific plans to show details of provisions
for worker protection from caving ground. The Contractor shall furnish to the
Engineer working drawings of the Contractor's trench safety plan, which must be
accepted not less than fifteen (15) days before beginning excavation for any trench
or trenches five (5) feet or more in depth required under this Contract. The trench
safety plan working drawings shall be detailed plans showing the design of shoring,
bracing, sloping or other provisions to be made for worker protection from the
hazard of caving ground. If such plan varies from the shoring system standards
established by the Construction Safety Orders of the California Occupational Safety
and Health Administration or the Federal safety standards of the Department of
Health, Education and Welfare, the plan shall be prepared by a registered civil or
structural engineer. In no event shall the Contractor use a shoring, sloping, or
protective system less effective than that required by said Construction Safety
Orders, or less effective than that required by said Federal Safety Standards.
Submission of this plan in no way relieves the Contractor from the requirement to
maintain safety in all operations performed by him or his Subcontractors.
B. In accordance with General Industry Safety Orders, Article 108 (Title 8, California
Code of Regulations, Section 5156 et seq.), the Contractor shall submit to the
District their program plan for controlling, and, where appropriate, for protecting
employees from, confined space hazards and for regulating employee entry into
confined spaces.
2.07 OPERATIONS AND MAINTENANCE MANUALS
A. Submit electronic copies of completed Preventive Maintenance and Operating
Requirement form only, summarizing the manufacturer's maintenance instructions
and recommendations for the following equipment/materials supplied for the project:
1. Cathodic protection system
2. Duckbill (Tideflex of approved equal) Valves
A blank data sheet and a sample data sheet are attached to this Section.
B. Submit four paper copies and one electronic copy of all manufacturer's operation
and maintenance (O&M) manuals and data for the following equipment:
1. Cathodic protection system
2. Duckbill Check valves
Prepare and organize the material in three-ring binders with divider tabs and labels.
Include a table of contents.
C. O&M manuals shall include:
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1. A list of equipment furnished for Project with name, address, and telephone
numbers of equipment furnished;
2. A list of serial numbers of equipment furnished;
3. A copy of shop drawings for mechanical, electrical, and instrument equipment
in final form;
4. Complete operating and maintenance instructions for each and every item of
equipment, setting forth in detail and step-by-step the procedure for starting,
stopping, operating, and maintaining the system as installed;
5. Any test reports required by the Specifications;
6. A schedule of recommended maintenance intervals;
7. Complete parts list of replaceable parts, their part numbers, and the name and
address of their nearest vendor.
8. Tabulation of motor nameplate horsepower, nameplate current, field-measured
current, overload relay setting, and catalog number for polyphase motors, if
applicable.
9. A list of fuses, lamps, seals, and other expendable equipment and devices, if
applicable. Specify size, type and ordering description. List name, address, e-
mail address, fax number and telephone number of vendor.
10. With each O&M submittal, the Contractor shall also submit a completed
Preventive Maintenance and Operating Requirement sheet, summarizing the
manufacturer's maintenance instructions and recommendations. A blank data
sheet and a sample data sheet are attached to this Section.
D. O&M Manuals specified herein are in addition to any operation, maintenance or
installation instructions required by the Contractor to install, test and start up
equipment.
2.08 PROJECT REDLINES
A. Periodically during the project, the Contractor shall submit to the District for review
and comment, a copy of the Contract Documents, or relevant portions thereof,
marked to identify all changes made during construction, as directed in Section
013100, Part 2.02. The Contract Documents shall be marked to show in explicit
detail all modifications and changes to the Contract requirements. It will not be
sufficient for the Contractor to simply reference a separate written document; the
details of the change must be shown on the working set of the Contract Documents.
The Contractor shall submit these documents in the manner directed in Part 2.03 of
this Section.
B. The District may require the Contractor to submit redlines for review within five (5)
business days when any of the following occur:
1. At the completion of a particular phase of work;
2. At the completion of a particular discipline of work;
3. At the completion of a particular structure; and
4. Any time it is requested by the Engineer.
Project-specific requirements for timing of redline submittals will be established at
the pre-construction meeting.
C. At the completion of the Project the redlines, with review comments provided by the
District, shall be submitted as the Contract Record Documents in accordance with
Section 017700, Part 2.06 within fifteen (15) days of completion of the Work.
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CONTRACTOR'S SHOP DRAWING
TRAN SM I TTAL FO RM
N OTE Please submit a SEPARATE Contractor Submittal No.
submittal for each specific
item. D ate:
From: To:
L_ Attn:
Project Name: Check One
This is original submittal
a second submittal
a submittal
Number of Copies Submitted
Owner: South Tahoe Public Utility District
Subject of Submittal: Equipment Designation: Spec. Section:
Complete either (a) or (b)following: Check One
(a) We have verified that the material or equipment contained
in this submittal meets all the requirements specified or shown (no exceptions)
(b) We have verified that the material or equipment contained
in this submittal meets all the requirements specified or
shown, except for the following deviations
(list deviations):
Contractor's Authorized Signature
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Preventive Maintenance and Operating Requirement Sheets
Preventive Maintenance Program Equipment Record Number
EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL DATA
Name: Size:
Tag No:
Serial No. . Model:
Vendor:
Vendor Address : Type:
Mfr. .
Vendor Rep: Voltage: Amps :
Phone: Phase: rpm:
Warranty Period: Install Date:
Asset Life Expectancy:
Initial Meter Reading: 1 . Units :
2 . Units:
Other equip. info:
Maintenance Work to be Done Frequency*
*D - Daily; W - Weekly; B - Biweekly; M - Monthly; Q - Quarterly;
S - Semiannually; A - Annually.
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Preventive Maintenance and Operating Requirement Sheets
OPERATING REQUIREMENTS AND REFERENCE
PARTS LIST
Description Replaceable?
PERFORMANCE CRITERIA*
* including, but not limited to vibration tolerances, alignment
limits, and heat generation limits
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SAMPLE
Preventive Maintenance and Operating Requirement Sheets
Preventive Maintenance Program Equipment Record Number
EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL DATA
Name: Influent Pump No. 1 Size: 15 hp
Tag No. : POl
Serial No. : 123456ABC Model: 140T Frame
Serial No. 987654ZY
Vendor: ABC Pump Co. Class F Insulation
W/Space Heater
Vendor Address : Type:
1111 Pump Circle
Newport Beach, CA 92663 Mfr. : DEF Motors, Inc.
Vendor Rep: XYZ Equipment, Inc. Voltage: 460 Amps : 20
Phone: 714/752-0505 Phase: 3 rpm: 1, 800
Warranty Period: 2 years Install Date: 8/15/17
Asset Life Expectancy: 20 years
Initial Meter Reading: 1 . 12 . 3 Units: Hours
2 . Units:
Other equip. info:
Maintenance Work to be Done Frequency*
1 . Operate all valves and check such things as a) D
bearing temperature, b) changes in running sound,
c) suction and discharge gauge readings, d) pump
discharge rate, and e) general condition of the
drive equipment.
2 . Check packing. D
3 . Checking pumping unit for any dust, dirt, or W
debris .
4 . Lubricate bearing frame and motor bearings (consult Q
manufacturer' s instructions for type of grease or
oil) .
5. Disassemble and change or repair the following: a) A
impeller, b) shafts, c) shaft sleeve, d) rotary
seals, and e) sleeve bearings.
*D - Daily; W - Weekly; B - Biweekly; M - Monthly; Q - Quarterly;
S - Semiannually; A - Annually.
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Preventive Maintenance and Operating Requirement Sheets
OPERATING REQUIREMENTS AND REFERENCE
For manufacturer' s instructions regarding installation, operation,
maintenance, and trouble shooting of this equipment, see Volume ,
Section
PARTS LIST
Description Replaceable?
Impellor type, diameter and part number Y
Coupling size, style, and part number Y
Motor type, and part number y
Bearing numbers y
Filter y
Shaft sizes - pump and motor Y
Seal size and composition Y
Pump housing numbers Y
Pump control valve, manufacturer and size Y
PERFORMANCE CRITERIA*
* including, but not limited to vibration tolerances, alignment
limits, and heat generation limits
END OF SECTION
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SECTION 01 35 00
SPECIAL PROCEDURES
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for special project situations.
PART 2 SPECIAL PROCEDURES
2.01 EMERGENCY WORK
A. In an emergency affecting the safety of life, or of the work, or of adjoining
property, the Contractor, without special instruction or authorization from the
Engineer, is required to act at its discretion to prevent such threatened loss or
injury. Any compensation claimed by the Contractor on account of emergency
work shall be determined as specified under Part 2.11 of Section 00 72 00,
General Conditions.
B. Should the Engineer deem an emergency condition to exist, the Contractor
shall immediately do those things and take those steps ordered by the
Engineer. The decision of the Engineer in this respect shall be final and
conclusive. Any claims for compensation made by the Contractor on account
of emergency work shall be determined as specified under Part 2.11 of
Section 00 72 00, General Conditions.
2.02 ARCHAEOLOGICAL ARTIFACTS
A. If the Contractor encounter items of suspected archaeological significance are
during excavation, the Contractor shall immediately stop excavation and
inform the Engineer. The Contractor can resume excavation upon approval of
the Engineer after consultation with the District's consulting archaeologist.
2.03 SUSPENSION OF WORK
A. The Engineer may at any time, by notice in writing to the Contractor, suspend
any part of the work for such period of time as may be necessary to prevent
improper execution of the work on the project by the Contractor, its
Subcontractors or agents, and the Contractor shall have no claim for damages
or additional compensation on account of any such suspension.
B. The District may at any time suspend any part or all of the work upon ten (10)
days written notice to the Contractor, who shall immediately discontinue all
work suspended except for all operations to prevent loss or damage to work
already executed as may be directed by the Engineer. In the event a part of
the work is suspended, the Contractor, if the suspension is not through his
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1
fault or the fault of its Subcontractors or agents, shall be paid on the same
basis as Extra Work for costs of work performed in accordance with such
orders of the Engineer during such suspension, provided that this shall not
include any cost pertaining to work not suspended by said notice. Work shall
be resumed by the Contractor after such suspension on written notice from
the District. In the event of suspension of the entire work by the District, the
Contractor, if the suspension is not through fault of the Contractor or the fault
of his Subcontractors or agents, shall be paid the sum of$500.00 for each
calendar day during which the entire work shall have been suspended. This
amount is fixed as liquidated damages in full settlement of all costs and
expenses, losses, and damages resulting to the Contractor from such
suspension. The parties expressly agree that it is impractical to determine the
actual amount of damage to Contractor by reason of such delay and that this
liquidated damages clause is reasonable under the circumstances existing at
the time the Contract was made. Work shall be resumed by the Contractor
after such suspension on written notice from the District.
C. In the event of any suspension of the work in whole or in part B above, the
Contractor shall be entitled to an extension of time to complete the work to the
extent of the delay caused to the Contractor.
D. In the event the entire work shall be suspended by order of the District, as
provided above, and remains suspended for a period of sixty (60) consecutive
days, through no fault of the Contractor, and notice to resume the work shall
not have been served on the Contractor, the Contractor may, at its option, by
written notice to the District, terminate the Contract in the same manner as if
the termination had been initiated by the District, and the District shall have no
claim for damages because of such termination of the Contract.
E. In the event the District or the Engineer receives or obtains notice of any
termination, suspension, voiding, cancellation, or lack of existence of, or of
any material reduction of coverage in, any policy of insurance required to be
maintained by the Contractor or any subcontractor, the District or the
Engineer, without any prior notice and without prejudice to any other remedy
of the District, may immediately suspend work under the contract and order
the Contractor and/or subcontractor(s) off the work site immediately, until the
required insurance is reinstated or obtained. In the event of suspension under
this paragraph, Contractor shall not be responsible for payment of liquidated
damages established under Subpart B (above).
2.04 TERMINATION FOR DEFAULT - DAMAGES FOR DELAY -TIMELY
EXTENSION
A. The District may, without prejudice to any other right or remedy, service
written notice upon Contractor of its intention to terminate this Contract if the
Contractor: (1) refuses or fails to diligently prosecute the work as defined in
Subpart B (below), (2)fails to complete the Work within the required times
defined in Section 00 72 00, (3)files a bankruptcy petition or is adjudged a
bankrupt; (iv) should make a general assignment for the benefit of its
creditors; (v) should have a receiver appointed, or (vi) violates any
requirements of law or the Contract Documents.
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B. The Contractor shall at all times employ such force, labor plant, materials, and
tools as will be sufficient, in the opinion of the Engineer, to prosecute the work
at not less than the rate provided in the progress schedule and to complete
the work within the time limits fixed by the Contract.
C. The District may, after giving ten (10) days written notice to the Contractor,
terminate its right to proceed with the work or such part of the work as to
which there has been delay. The notice of intent to terminate shall contain the
reasons for such intention to terminate.
D. The Contractor's right to proceed shall not be so terminated nor the Contractor
charged with resulting damage if:
1. The delay in the completion of the work arises from unforeseeable
causes beyond the control and without the fault or negligence of the
Contractor, including but not restricted to Acts of God, acts of the public
enemy, acts of the District, acts of another contractor in the performance
of a Contract with the District, fires, floods, excluding site flooding due to
groundwater, epidemics, quarantine restrictions, strikes, lockouts, freight
embargoes, unusually severe weather, or delays of subcontractors and
suppliers arising from unforeseeable causes beyond the control and
without the fault or negligence of either the Contractor or such
subcontractors and suppliers; and
2. The Contractor, within ten (10) days from the beginning of any such
delay (unless the Engineer grants further period of time before the date
of final payment under the Contract), notifies the Engineer in writing of
the causes of delay and requests an extension of time.
E. The Engineer shall ascertain the facts and the extent of the delay and extend
the time for completing the work when, in the Engineer's judgment, the
findings of fact justify such an extension, and the findings of fact shall be final
and conclusive on the parties.
F. A request for an extension of time, or the granting of an extension of time,
shall not constitute a basis for any claim against the District for additional
compensation or damages unless caused by the District or another contractor
employed by the District.
G. If the Contractor should be adjudged bankrupt, or if he should make a general
assignment for the benefit of creditors, or if a receiver should be appointed for
the Contractor on account of insolvency and not be discharged within ten (10)
days after his appointment, or if the Contractor fails to make prompt payments
to subcontractors or suppliers, or should he persistently disregard laws,
ordinances, or the instructions of the Engineer, or otherwise commit a material
breach of any provisions of the Contract, the District may, after giving ten (10)
days written notice to the Contractor, terminate the Contract and the
Contractor's right to proceed with the work.
H. The rights and remedies of the District provided in this section are in addition
to any of the rights and remedies provided by law or under this Contract.
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I. In addition to the District's rights under this section, if at any time before
completion of the work under the Contract, it shall be determined by the
District that reasons beyond the control of the parties render it impossible or
against the interests of the District to complete the work, or if the work shall be
stopped by an injunction of a court of competent jurisdiction or by order of any
competent authority, the District may, upon ten (10) days written notice to the
Contractor, discontinue the work and terminate the Contract. Upon service of
such notice of termination, the Contractor shall discontinue the work in such
manner, sequence, and at such times as the Engineer may direct. The
Contractor shall have no claim for damages for such discontinuance or
termination, nor any claim for anticipated profits on the work thus dispensed
with, nor any other claim except for the work actually performed up to the time
of discontinuance, including the cost of materials and equipment on hand, in
transit, or on definite commitment and any extra work ordered by the Engineer
to be done, nor for any claim for liquidated damages in accordance with the
provisions of Part 2.03. The value of the work performed and the cost of
materials and equipment delivered to the site will be determined by the
Engineer in accordance with the procedure prescribed for the making of the
final application for payment. The Contractor shall assign to the District, as
directed by the Engineer, all right, title, and interest of the Contractor under
the subcontracts terminated, in which case the District shall have the right to
settle or to pay any termination settlement proposal arising out of those
terminations. As directed by the Engineer, the Contractor shall transfer title
and deliver to the District:
1. the fabricated or unfabricated parts, work-in-progress, completed work,
supplies, and other materials produced or acquired for the work
terminated; and
2. the completed or partially completed plans, drawings, information, and
other property that, if the Contract had been completed, would be
required to be furnished to the District.
2.05 RIGHTS OF DISTRICT UPON TERMINATION
A. In the event the right of the Contractor to proceed with the work, or any portion
thereof, has been terminated because of the fault of the Contractor and the
Contractor has been given ten (10) days notice to cure such fault and has not
done so, the District may issue a notice of termination to the Contractor and
the Contractor's surety.
B. Upon termination the Contractor shall not be entitled to receive any further
payment until the work is finished. If upon completion of the work the total
cost to the District, including engineering, legal, and other consultant fees,
costs of managerial and administrative services, construction costs, and
liquidated damages shall be less than the amount which would have been
paid if the work had been completed by the Contractor in accordance with the
terms of the Contract, then the difference shall be paid to the Contractor in the
same manner as the final payment under the Contract. If the total cost
incurred by the District on account of termination of the Contract and
subsequent completion of the work by the District by whatever method the
District may deem expedient shall exceed said amount which the Contractor
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would otherwise have been paid, the Contractor and his sureties shall be
liable to the District for the full amount of such excess expense.
C. Upon termination, if the District takes over the Work, the District may, without
liability for so doing, take possession of and utilize in completing the Work
such materials, appliances, plant, and other property belonging to the
Contractor as may be left on the Project site.
D. The rights and remedies of the District provided in this Section are in addition
to any of the rights and remedies provided by law or under this Contract.
2.06 FAILURE TO COMPLETE THE WORK IN THE TIME AGREED UPON;
LIQUIDATED DAMAGES
A. Liquidated Damages -In case all the work is not completed before or upon the
expiration of the time limit as set in the Bid, Contract, and Progress Schedule,
or within any time extensions that may have been granted, substantial
damage will be sustained by the District; it is impracticable to determine the
actual amount of damage by reason of such delay. It is, therefore, agreed that
the Contractor and its Surety shall be liable for and pay to the District as
damages, and not as a penalty, the amount specified in Section 00 72 00,
General Conditions, for each and every day's delay in finishing the work in
excess of the number of days specified. The parties expressly agree that this
liquidated damage clause is reasonable under the circumstances existing at
the time the Contract was made.
B. In addition to liquidated damages for delay, if the delay results in the
imposition of regulatory fines for late performance, it is agreed that the
Contractor and its Surety shall be liable for and pay to the District as
damages, and not as a penalty, the liquidated amount specified in Section 00
7200.
C. Exclusions - Notwithstanding the provisions above, the Contractor shall not be
liable for liquidated damages or delays caused by the removal or relocation of
utilities when such removal or relocation is the responsibility of the District or
the owner of the utility under Government Code Section 4215.
2.07 RESPONSIBILITY FOR REPAIR OF FACILITIES
A. All public or private facilities, including but not limited to gravel surfacing at
existing canals, structures, telephone cables, roadways, curbs, gutters,
parking lots, private drives, levees, and embankments for creeks, ponds, and
reservoirs disturbed during construction of the work shall be repaired and/or
replaced by the Contractor to match facilities existing prior to construction. In
addition, the Contractor shall be responsible for any settlement damage to
such facilities or adjoining areas for a period of one year after acceptance of
such required facilities.
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2.08 DISTRICT'S REPAIR
A. In the event the Contractor refuses or neglects to make good any loss or
damage for which it is responsible under this Contract, the District may, or by
the employment of others, remedy any such loss or damage, and the cost and
expense of doing so, including any reasonable engineering, legal, and other
consultant fees, and any costs of administrative and managerial services,
shall be charged to the Contractor. Such costs and expenses may be
deducted by the District from claims for payment made by the Contractor for
work completed or remaining to be completed as provided for in Part 2.04 of
Section 01 20 00, Price and Payment Procedures.
END OF SECTION
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SECTION 01 41 00
REGULATORY REQUIREMENTS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes: permits, licenses, restrictions, lands, easements and right-of-
ways required for the project.
PART 2 REQUIREMENTS
2.01 GENERAL COMPLIANCE WITH LAWS - PERMITS, REGULATIONS, TAXES
A. Contractor is an independent contractor and shall at his sole cost and expense
comply with all laws, rules, ordinances, and regulations of all governing bodies
having jurisdiction over the work, obtain all necessary permits and licenses, pay all
manufacturers' taxes, sales taxes, use taxes, processing taxes, and all federal and
state taxes, insurance, and contributions for social security and unemployment
which are measured by wages, salaries, or any remuneration paid to Contractor's
employees, whether levied under existing or subsequently enacted laws, rules, or
regulations. Contractor shall also pay all property tax assessments on materials or
equipment used until acceptance by the District.
B. If any discrepancy or inconsistency is discovered in the Contract Documents, or in
this Contract in relation to any such law, rule, ordinance, regulation, order or decree,
the Contractor shall forthwith report the same to the Engineer in writing.
C. Without limitation, materials furnished and performance by the Contractor shall
comply with Safety Orders of the Division of Industrial Safety, State of California,
Federal Safety regulations of the Bureau of Labor, Department of Labor, and any
other applicable Federal regulations.
D. The Contractor, upon request, shall furnish evidence satisfactory to the District and
Engineer that any or all of the foregoing obligations have been or are being fulfilled.
The Contractor warrants to the District that it is licensed by all applicable
governmental bodies to perform this Contract and will remain so licensed
throughout the progress of the work, and that it has, and will have, throughout the
progress of the work, the necessary experience, skill and financial resources to
enable him to perform this Contract.
E. Contractor shall be responsible for familiarity with the Americans with Disabilities
Act (ADA) (42 USC§12101 et seq.). The Work shall be performed in compliance
with ADA regulations.
F. The Contractor shall be responsible for familiarity with local requirements for the
diversion of recyclable waste materials. The Work shall be performed in
compliance with these requirements. Upon request, the Contractor will be required
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to present weight tickets and written proof of diversion. All costs incurred for these
waste diversion efforts shall be the responsibility of the Contractor.
G. In accordance with Revenue and Taxation Code §107.6, the Contract Documents
may create a possessory interest subject to personal property taxation for which
Contractor will be responsible at no additional cost to the District.
2.02 PERMITS AND LICENSES
A. Procurement of Permits and Licenses:
1. Permits and licenses, of a temporary nature, necessary for the prosecution of
the work shall be secured and paid for by the Contractor. The Contractor shall
obtain and pay the fees for the following permits.
Name or Type of Permit Permitting Agency
Business License City of South Lake Tahoe
Construction water permit for water South Tahoe PUD
obtained from District-owned fire
hydrants fee waived
2. Permits, licenses, and easements for permanent structures or permanent
changes in existing facilities shall be secured and paid for by the District
unless otherwise specified. The following permits for the permanent work
have been obtained by the District:
a. Waste Discharge Permit for discharging water for pressure testing,
leakage testing, and disinfection into the sewer collection system.
b. City of South Lake Tahoe Encroachment Permit
c. Tahoe Regional Planning Agency Permit
B. The Contractor shall procure all permits and licenses, as described in Part 2.02.A.1,
pay all charges, fees, and taxes and give all notices necessary and incidental to the
due and lawful prosecution of work.
C. The Contractor shall be aware of and abide by the conditions and restrictions of the
TRPA permit for this project. The standard conditions of approval applicable to this
project (Attachment Q— Standard Conditions for Grading) are available from the
TRPA website (www.trpa.org)for review by the Contractor.
D. The Contractor shall be aware of and abide by the conditions and restrictions of the
Lahontan Regional Water Quality Control Board permits for this project, including
but not limited to Waste Discharge Requirements (WDRs) and/or Stormwater
Pollution Prevention Plan (SWPPP) as applicable. A copy of this permit is on file at
the District office.
E. The Contractor shall be aware of and abide by the conditions and restrictions of the
City of South Lake Tahoe and the County of El Dorado. It shall be the Contractor's
responsibility to obtain all necessary permits from the City of South Lake Tahoe and
El Dorado County.
F. Contractor shall provide an equipment listing subject to review by the El Dorado
County Air Quality Management District prior to utilizing equipment on the Project.
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G. California Contractor's License: the Contractor shall have a valid California
contractor's license for the type of work required on this Contract, as specified in
Sections 00 10 00, Solicitation, and 00 20 00, Instructions for Procurement.
H. The Contractor shall give all notices and comply with all laws, ordinances, rules,
and regulations bearing on the conduct of the work as shown on the Plans and
described in the Specifications. He shall promptly notify the Engineer in writing of
any variance and any necessary changes shall be adjusted as provided in the
Contract for changes in the work. If the Contractor performs any work knowing it to
be contrary to such laws, ordinances, rules, and regulations and without such notice
to the Engineer, he shall bear all related costs.
2.03 LANDS FOR WORK, RIGHT-OF-WAY CONSTRUCTION ROADS
A. The District will provide the lands, easements, right-of-ways, and/or encroachment
permits necessary or other rights to enter and work on lands necessary for the
performance of the work. Other permits and licenses are addressed by Part 2.02.
Should the Contractor find it advantageous to use any additional land for any
purpose whatever, the Contractor shall provide for the use of such land at its risk
and expense. The Engineer shall be furnished with a copy of written agreements or
otherwise be notified in writing of additional working space which is acquired.
Nothing herein contained and nothing marked on the Plans shall be interpreted as
giving the Contractor exclusive occupancy of the territory provided by the District.
When two or more contracts are being executed at one time on the same or
adjacent land in such a manner that work on one contract may interfere with that on
another, the Engineer shall decide which contractor shall cease work, and which
shall continue, or whether the work on both contracts shall progress at the same
time and in what manner, and the decision of the Engineer shall be final and
binding. When the territory of one contract is the necessary or convenient means of
access for the performance of another contract, such privilege of access or any
other reasonable privilege may be granted by the Engineer to the contractor so
desiring, to the extent, amount, in the manner, and at the time permitted. No such
decision as to the method or time of conducting the work or the use of territory shall
be the basis of any claim for delay or damage.
B. Lands, easements, or right-of-ways to be furnished by the District for construction
operations will be specifically shown on the Plans.
END OF SECTION
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SECTION 01 42 00
REFERENCES
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. List of reference standards used in the Contract Documents.
1.02 ABBREVIATIONS AND DEFINITIONS
A. Terms used in these Contract Documents shall have the meaning stipulated
in Section 00 71 00, Contracting Definitions.
PART2 REFERENCES
2.01 GENERAL
A. Applicable Publications: Whenever in these Specifications references are
made to published specifications, codes, standards or other requirements, it
shall be understood that wherever no date is specified, only the latest
specifications, standards or requirement so the respective issuing agencies
which have been published as of the date of execution of the Contract, shall
apply; except to the extent that said standards or requirements may be in
conflict with applicable laws, ordinances or governing codes. No
requirements set forth herein or indicated in the Contract shall be waived
because of any provision of, or omission from, said standard or
requirements.
2.02 REFERENCE SPECIFICATIONS, CODES AND STANDARDS
A. Without limiting the generality of other requirements of the Specifications, all
Work specified herein shall conform to or exceed the requirements of
applicable codes and the applicable requirements of the following
documents.
B. References herein to "Building Code" or"Uniform Building Code" shall mean
Uniform Building Code of the International Conference of Building Officials
(ICBO). Similarly, references to "Mechanical Code" or"Uniform Mechanical
Code", "Plumbing Code" or "Uniform Plumbing Code", "Fire Code" or
"Uniform Fire Code", shall mean Uniform Mechanical Code, Uniform
Plumbing Code and Uniform Fire Code of the International Conference of
the Building Officials (ICBO). "Electric Code" or"National Electric Code
(NEC)" shall mean the National Electric Code of the National Fire Protection
Association (NFPA). The latest edition of the codes as used by the local
agency as of the date of execution of the Contract, as adopted by the
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agency having jurisdiction, shall apply to the Work herein, including all
addenda, modifications, amendments or other lawful changes thereto.
C. In case of conflict between codes, reference standards, drawing and the
Contract, the most stringent requirements shall govern. All conflicts shall be
brought to the attention of the District for clarification and direction prior to
ordering or providing any materials or furnishing labor.
D. The Contractor shall construct the Work indicated herein in accordance with
the requirements of the Contract and the referenced portions of those
referenced codes, standards and specifications listed herein.
END OF SECTION
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SECTION 01 43 00
QUALITY ASSURANCE
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for reactive activities to evaluate
completed activities and elements for conformance with the requirements.
2. The requirements of this Section are in addition to the requirements for
individual materials and equipment stated elsewhere in these Contract
Documents.
PART 2 REQUIREMENTS
2.01 CONFORMITY WITH CONTRACT DOCUMENTS AND ALLOWABLE DEVIATIONS
A. Work and materials shall conform to the lines, grades, cross sections, dimensions,
and material requirements, including tolerances, shown on Contract Documents.
B. Although measurement, sampling, and testing may be considered evidence as to
such conformity, the Engineer shall be the sole judge as to whether the work or
materials deviate from the Contract Documents, and the Engineer's decision as to
any allowable deviations shall be final and conclusive, as set forth in
Section 00 72 00, General Conditions.
2.02 QUALITY CONTROL
A. All materials and equipment shall be new and of the specified quality and, if
samples have been submitted, equal to the samples found to be acceptable by the
Engineer.
B. The Work shall be performed and completed in a thorough, workmanlike manner,
notwithstanding any omission in the Contract Documents; and it shall be the duty of
the Contractor to call the Engineer's attention to apparent errors or omissions and
request instructions before proceeding with the Work. The Engineer may, by
appropriate instructions provided in conformance with Section 00 72 00, Part 2.03,
correct errors and omissions, which instructions shall be as binding upon the
Contractor as though contained in the original Contract Documents.
2.03 INSPECTION OF WORK
A. Unless otherwise provided, all equipment, materials, and work shall be subject to
inspection and testing by the Engineer. The Engineer will observe the progress and
quality of the work and determine, in general, if the work is proceeding in
accordance with the intent of the Contract Documents. The Engineer shall not be
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required to make comprehensive or continuous inspections to check the quality of
the work, and shall not be responsible for construction means, methods,
techniques, sequences, or procedures, or for safety precautions and programs in
connection with the work. Visits and observations made by the Engineer shall not
relieve the Contractor of its obligation to conduct comprehensive inspections of the
work and to furnish proper materials, labor, equipment, and tools, and perform
acceptable work, and to provide adequate safety precautions, in conformance with
the intent of the Contract.
B. Whenever the Contractor varies the period during which work is carried on each
day, prior notice shall be given to the Engineer so that proper inspection may be
provided. Any work done in the absence of the Engineer shall be subject to
rejection. Proper facilities for safe access for inspection to all parts of the work shall
at all times be maintained for the necessary use of the Engineer and other agents of
the District, and agents of the Federal, State, or local governments at all times.
C. One or more inspectors may be assigned to observe the work and to act in matters
of construction under this Contract. It is understood that inspectors shall have the
power to issue instructions and make decisions within the limitations of the authority
of the Engineer. Such inspection shall not relieve the Contractor of its obligation to
conduct comprehensive inspections of the work, to furnish proper materials, labor,
equipment, and tools, and perform acceptable work, and to provide adequate safety
precautions in conformance with the intent of the Contract.
D. The Engineer and its representatives shall at all times have access to the Work
wherever it is in progress, to the shops where the Work is in preparation, and to all
warehouses and storage yards where materials and equipment are stored, and the
Contractor shall provide safe and convenient facilities for such access and for
inspection. If the Contract Documents, the Engineer's instructions, laws,
ordinances, or any public authority require any material, equipment or work to be
specifically tested or approved, the Contractor shall give the Engineer timely notice
of its readiness for inspection, and if the inspection is by an authority other than the
District, of the time fixed for inspection. Inspections by the Engineer will be made
promptly and, where practicable, at the source of supply.
E. Work performed without inspection may be required to be removed and replaced
under proper inspection and the entire cost of removal and replacing, including the
cost of District furnished materials used in the work, shall be borne by the
Contractor, regardless of whether or not the work exposed is found to be defective.
Examination of questioned work, other than that installed without inspection, may be
ordered by the Engineer and, if so ordered, the work must be uncovered by
Contractor. If such work is found to be in accordance with the Contract Documents,
the District will pay the cost of re-examination and replacement. If such work is
found to be not in accordance with the Contract Documents, the Contractor shall
pay such cost unless he can show that the defect in the work was caused by
another Contractor, and in that event the District will pay such costs.
F. The inspection of the work shall not relieve the Contractor of its obligation to fulfill
the Contract as prescribed, or in any way alter the standard of performance
provided by the Contractor, and defective work shall be corrected and
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nonconforming materials may be rejected, notwithstanding that such work and
materials have been previously overlooked by the Engineer and accepted or
estimated for payment. If the work or any part shall be found defective, Contractor
shall, within ten (10) calendar days, correct such defect in a manner satisfactory to
the Engineer. If the Contractor shall fail or neglect to make ordered repairs of
defective work or to remove the condemned materials from the work within ten (10)
calendar days after direction by the Engineer in writing, the District may make the
ordered repairs, or remove the nonconforming materials, and deduct the cost from
any monies due the Contractor.
G. The Contractor shall furnish promptly without additional charge all facilities, labor,
and materials reasonably needed by the Engineer for performing all inspection and
tests. Contractor shall be charged with any additional cost of inspection when
material and workmanship are not ready at the time specified by the Contractor for
its inspection.
H. Where any part of the work is being done under an encroachment permit or building
permit, or is subject to Federal, State, County or City codes, laws, ordinances, rules
or regulations, representatives of the government agency shall have full access to
the work and shall be allowed to make any inspection or tests in accordance with
such permits, codes, laws, ordinances, rules, or regulations. If advance notice of
the readiness of the work for inspection by the governing agency is required, the
Contractor shall furnish such notice to the appropriate agency.
I. The Engineer may inspect the production of the material, or the manufacture of
products at the source of supply. Plant inspection, however, will not be undertaken
until the Engineer is assured of the cooperation and assistance of both the
Contractor and the material producer. The Engineer or its authorized representative
shall have free entry at all times to such parts of the plant as concerns the
manufacture or production of the materials. Adequate facilities shall be furnished
free of charge to make the necessary inspection.
J. Materials, equipment, and workmanship shall be subject to the inspection of, and
rejection by, the Engineer, if not in conformance with the Contract Documents.
Defective materials, equipment, or Work shall be removed from the premises by the
Contractor, whether in place or not, and shall be replaced with new and acceptable
materials, equipment, or work. Repair of defective materials, equipment, or work
shall be subject to the Engineer's acceptance.
K. The District assumes no obligation to inspect materials at the source of supply.
L. On all questions concerning the acceptability of materials or equipment,
classification of materials; or equipment, execution of the Work, and the
determination of costs, the decision of the Engineer shall be final and binding upon
all parties.
2.04 SAMPLING AND TESTING
A. Unless specified otherwise, the Contractor shall perform at its expense all tests
specified or required by the Technical Specifications. The Engineer will perform
such tests as he deems necessary to determine the quality of work or compliance
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with Contract Documents. The Contractor shall furnish promptly without additional
charge all facilities, labor, and material reasonably required for performing safe and
convenient tests as may be required by the Engineer. All tests by the Engineer will
be performed in such a manner as will not unnecessarily delay the work.
B. At the option of the Engineer, the source of material supplies for the Work shall be
subject to tests and inspection before delivery is started and before such materials
are used in the Work.
C. In the event the Contractor protests a failing test of material in place or to be used,
he shall take additional samples as specified in the Contract Documents and have
additional tests run at his own expense. In the event the original test proves to have
been in error, the Contractor shall be reimbursed for his direct costs of additional
sampling and testing.
D. For materials originating outside of the United States for which tests are required,
provide recertification and retesting by an independent domestic testing laboratory.
E. All sampling, specimen preparation, and testing of materials shall be in accordance
with the standards of nationally recognized technical organizations.
F. The physical characteristics of all materials not particularly specified shall conform
to the latest standards published by the American Society for Testing Materials,
where applicable.
2.05 MILL TESTS
A. The Contractor, at his own expense, shall submit, in triplicate, certified copies of all
required factory and mill test reports to verify material quality and composition. Any
materials shipped by the Contractor from a factory or mill prior to having
satisfactorily passed testing and inspection shall not be incorporated in the Work,
unless the Engineer shall have notified the Contractor in writing that such testing
and inspection will not be required. The cost of performing all mill and factory tests
shall be paid by the Contractor unless otherwise provided in the Contract
Documents.
2.06 COMPACTION TESTING
A. The District's laboratory may perform soil compaction testing during this project.
The testing completed by the District's laboratory shall be used to determine if the
degree of compaction required in the specifications for earthwork has been reached
in the field by the Contractor for Quality Control and payment purposes. The
Contractor may wish to complete his own compaction tests in addition to or ahead
of District tests to enhance his operations and for Quality Assurance purposes.
END OF SECTION
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SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Procedures and requirements for utilities and facilities used on site
during construction.
2. Procedures and requirements for temporary access facilities required
to accommodate construction or the District's operations.
PART 2 TEMPORARY CONTROLS
2.01 PROTECTION OF WORK
A. The Contractor shall be responsible for the care of all work until its completion
and final acceptance; and, at its own expense, replace damaged or lost
material and repair damaged parts of the work or the same may be done at its
expense by the District and the Contractor and its sureties shall be liable
therefore. The Contractor shall make its own provisions for properly storing
and protecting all material and equipment against theft, injury, or damage from
any and all causes. Damaged material and equipment shall not be used in
the work. The Contractor shall take all risks from floods and casualties except
as provided by law, and shall make no charge for the restoration of such
portions of the work as may be destroyed or damaged by flood or other
casualties or because of danger from flood or other casualties or for delays
from such causes. The Contractor may, however, be allowed a reasonable
extension of time on account of such delays, subject to the conditions of these
Contract Documents. The Contractor shall not be responsible for the cost, in
excess of five percent (5%) of the contracted amount, of repairing or restoring
damage to the work, if the damage was proximately caused by an earthquake
in excess of a magnitude of 3.5 on the Richter Scale, or by tidal waves;
provided that the work damaged was built in accordance with accepted and
applicable building standards, and the Plans and Specifications of the District.
B. The Contractor shall use extreme care during construction to prevent damage
from dust to adjacent property. The Contractor, at its own expense, shall
provide adequate dust control for the right-of-way and take other preventative
measures as directed by the Engineer.
C. The Contractor shall be responsible for all damage to any property resulting
from trespass by the Contractor or its subcontractors, whether such trespass
was committed with or without the consent or knowledge of the Contractor.
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D. The Contractor shall see that the work site is kept drained and free of all
ground water and any other water which may impede the progress or
execution of the Contract work.
E. The Contractor shall be responsible for any damage caused by drainage or
water runoff from construction areas and from construction plant areas.
F. Subject to the provisions of this Section, where the work to be performed
under the Contract crosses or otherwise interferes with existing streams,
watercourses, canals, farm ditches, pipelines, drainage channels, or water
supplies, the Contractor shall provide for such watercourse or pipelines and
shall perform such construction during the progress of the work so that no
damage will result to either public or private interests, and the Contractor shall
be liable for all damage that may result from failure to so provide during the
progress of the work.
2.02 PROTECTION OF PERSON AND PROPERTY
A. The Contractor shall take whatever precautions are necessary to prevent
damage to all existing improvements, including above ground and
underground utilities, trees, shrubbery that is not specifically shown to be
removed, fences, signs, mailboxes, survey markers and monuments,
buildings, structures, the District's property, adjacent property, and any other
improvements or facilities within or adjacent to the work. If such
improvements or property are injured or damaged by reason of the
Contractor's operations, they shall be replaced or restored, at the Contractor's
expense, to a condition at least as good as the condition they were in prior to
the start of the Contractor's operations.
B. The Contractor shall adopt all practical means to minimize interference to
traffic and public inconvenience, discomfort or damage. The Contractor shall
protect against injury any pipes, conduits, or other structures, crossing the
trenching or encountered in the work and shall be responsible for any injury
done to such pipes or structures, or damage to property resulting there from.
The Contractor shall support or replace any such structures without delay and
without any additional compensation to the entire satisfaction of the Engineer.
All obstructions to traffic shall be guarded by barriers illuminated at night. The
Contractor shall be responsible for all damage to persons and property
directly or indirectly caused by its operations and, under all circumstances,
must comply with the laws and regulations of the County and the State of
California relative to safety of persons and property and the interruption of
traffic and the convenience of the public within the respective jurisdictions.
C. The Contractor is cautioned that it must replace all improvements in right-of-
ways and within the public streets to a condition equal to what existed prior to
entry onto the job or in compliance with current laws, regulations, ordinances
and codes, whichever is most restrictive.
D. Type and time of construction required at any road subject to interference by
Contract work will be determined by those authorities responsible for
maintenance of said road. It shall be the responsibility of the Contractor to
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determine the nature and extent of all such requirements, including provision
of temporary detours as required; however, the construction right-of-way
obtained by the District at affected roadways will be adequate for provision of
all required detours. As required at any road crossing, the Contractor shall
provide all necessary flagpersons, guardrails, barricades, signals, warning
signs, and lighting to provide for the safety of existing roads and detours.
Immediately after the need for temporary detours ceases, or when directed,
the Contractor shall remove such detours and perform all necessary cleanup
work, including replacement of fences, and removal of pavement. Included
shall be all necessary replacement of existing roadway appurtenances,
grading work, soil stabilization, and dust control measures, as required and
directed. The cost of all work specified under this Section shall be borne by
the Contractor.
E. The Contractor shall examine all bridges, culverts, and other structures over
which he will move his materials and equipment, and before using them, I
shall properly strengthen such structures where necessary. The Contractor
shall be responsible for any and all injury or damage to such structures
caused by reason of its operations.
2.03 ACCIDENT PREVENTION AND RESPONSE
A. Precaution shall be exercised by the Contractor at all times for the protection
of persons (including employees) and property. The safety provisions of all
applicable laws, and of building and construction codes shall be observed.
Machinery, equipment, and other hazards shall be guarded or eliminated.
B. The Contractor shall promptly report in writing to the Engineer all accidents
whatsoever arising out of, or in connection with, the performance of the work,
whether on or adjacent to the site, which caused death, personal injury, or
property damage, giving full details and statements of witnesses. In addition, if
death or serious injury or serious damage are caused, the accident shall be
reported immediately by telephone or messenger to the District and the
Engineer.
C. The Contractor shall make all reports as are, or may be, required by any
governmental entity having jurisdiction, and permit all safety inspections of the
Work being performed under this Contract. Before proceeding with any
construction work, the Contractor shall take all necessary actions to comply
with all provisions for safety and accident prevention.
D. If any claim is made by anyone against the Contractor or any Subcontractor
on account of any accident, the Contractor shall promptly report the facts in
writing to the Engineer, giving full details of the claim.
2.04 HAZARDS IN PROTECTED AREAS
A. Excavation on project sites from which the public is excluded shall be marked
or guarded in a manner appropriate to the degree of hazard.
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2.05 PROJECT SECURITY
A. The Contractor shall make adequate provision for the protection of the Work
area against fire, theft, and vandalism, and for the protection of the public
against exposure to injury.
2.06 DUST AND EMISSIONS CONTROL
A. The Contractor shall take any necessary steps, procedures, or means as
required to prevent its operations in connection with the execution of the Work
from causing abnormal dust conditions. The Contractor shall prevent dust
from construction activities from being produced in amounts that may be
harmful or cause a nuisance to persons living nearby or occupying buildings in
the vicinity of the Work.
B. Dust control measures shall be applied, as needed to control particulate
emissions from all unpaved parts of the site, including but not limited to any
unpaved road which the Contractor or any of his Subcontractors are using,
excavation or fill areas, demolition areas, and stockpile and staging areas.
C. Dust control shall be conducted by sprinkling of water, use of dust palliatives
or non-toxic stabilizers, modification of operations, reducing traffic speed,
covering of stockpiles, installing temporary erosion controls or any other
means acceptable to governmental entities having jurisdiction, as needed to
control emissions.
D. The Contractor shall cover or wet soil and other excavated material leaving
and arriving at the Work site to prevent blowing dust.
E. All paved areas of the site, including public access roads into and out of the
site, shall be kept clean by sweeping.
F. To ensure that emissions from construction equipment exhaust will be
reduced, the following measures will be implemented:
1. Use alternative fuel construction equipment to the fullest extent
possible.
2. Minimize idling time (e.g., 5 minute maximum).
3. Maintain properly tuned equipment according to equipment
manufacturer's guidelines.
4. Limit the hours of operation of heavy duty equipment and/or the
amount of equipment in use as specified for noise mitigation purposes.
2.07 SPECIAL CONTROLS
A. The Contractor shall take all reasonable means to minimize inconvenience
and injury to the public by dust, diversion of storm water, or other individuals
or entities under its control.
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2.08 NOISE ABATEMENT
A. In inhabited areas, particularly residential, Contractor's operations shall be
performed in a manner to minimize unnecessary noise. In residential areas,
special measures shall be taken to suppress noise generated by repair and
service activities during the night hours. The more stringent of either Cal-
OSHA limits or the limits established by local ordinance shall control.
2.09 ODOR CONTROL
A. The Contractor shall take any necessary steps, procedures, or means as are
required to prevent abnormal odors being caused by its operations.
2.10 DRAINAGE CONTROL
A. In performing excavation, fill, and grading operations, care shall be taken to
disturb the pre-existing drainage pattern as little as possible. Particular care
shall be taken not to direct drainage water onto private property or into streets
or drainage ways which are inadequate for the increased flow. Adequate
drainage shall be provided to protect the Work.
2.11 EROSION CONTROL
A. All excavated and disturbed areas, including trench excavation at the site,
shall be provided with temporary erosion control. The temporary erosion
control shall be by means of:
1. Filter fabric fences or sediment control barriers placed to completely
circumvent the down slope side of the excavation and stockpiled
material;
2. All spoils, waste material, or stockpiled material shall not be placed in
areas subject to washout, flooding, or natural drainage areas;
3. All stockpiled materials on site during or after hours shall be completely
encircled with temporary erosion control devices as described in Item 1
above and covered with plastic sheeting during threat of inclement
weather;
4. Construction equipment and vehicles shall be restricted to approved
access roads only;
5. Any dewatering of trenches shall be done to avoid causing erosion or
runoff from the construction site;
6. Protected areas shall be regularly inspected and maintained by the
Contractor during the course of the work.
B. Adequate erosion containment as described above shall be subject to the
approval of the Engineer and the TRPA representative.
2.12 WATER POLLUTION
A. The Contractor shall exercise every reasonable precaution to protect streams,
lakes, reservoirs, and canals from pollution with fuels, oils, bitumens, calcium
chloride, and other harmful materials and shall conduct and schedule his
operations so as to avoid or minimize muddying and silting of said streams,
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lakes, reservoirs, and canals. Care shall be exercised to preserve vegetation
beyond the limits of construction. The Contractor shall comply with Section
5650 of the California Fish and Game Code and all other applicable statutes
and regulations relating to the prevention and abatement of water pollution.
2.13 TRAFFIC CONTROLS
A. The Contractor shall implement those traffic controls required by the Plans
and by project permits and applicable regulations.
B. In order to expedite the passage of public traffic through or around the work
and where ordered by the Engineer, the Contractor shall install signs, lights,
flares, barricades, and other facilities for the sole convenience and direction of
public traffic. Also, where directed by the Engineer, the Contractor shall
provide and station competent flagpersons whose sole duties shall consist of
directing the movement of public traffic through or around the work. The cost
of furnishing and installing such signs, lights, flares, barricades, and other
facilities, and the cost of providing and stationing such flagpersons, all for the
convenience and direction of public traffic, will be considered as included in
the Contract price and no additional compensation will be allowed.
C. Flagpersons and guards, while assigned to traffic control, shall perform their
duties and shall be provided with the necessary equipment in accordance
with the current "Instructions to Flagmen" of the California Department of
Transportation. The equipment shall be furnished and kept clean and in
good repair by the Contractor at his expense.
D. The Contractor shall prepare a detailed plan describing the method by which
Contractor will provide for the convenience of the public and public traffic for
submission to the appropriate governmental entity with jurisdiction over the
streets, highways, roads or other property upon which work pursuant to the
Contract will proceed. Contractor's plan shall be approved by such
governmental entity no less than ten (10)working days prior to
commencement of the work. Contractor shall amend and revise its plan in
accordance with any changes directed or required by such governmental
entity.
2.14 TEMPORARY PAVING
A. Immediately after underground work is installed and backfilled, Contractor
shall install and maintain one-inch (1") of temporary hot mix asphalt anywhere
asphalt has been removed for that work, including access to driveways, until
the permanent asphalt patch is completed. No unprotected vertical pavement
edges shall be allowed at the end of the work day.
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PART 3 TEMPORARY FACILITIES
3.01 GENERAL REQUIREMENTS
A. The Contractor shall provide all temporary facilities and utilities required for
prosecution of the work, protection of employees and the public, protection of
the work from damage by fire, weather or vandalism, and such other facilities
as may be specified or required by any applicable law, ordinance, rule,
regulation, or permit, at no additional cost to the District.
3.02 ELECTRICAL SERVICE
A. The Contractor shall be responsible, if required, for obtaining adequate
temporary electrical service. The Contractor shall then provide adequate job
site distribution facilities conforming to applicable codes and safety
regulations.
B. The cost of temporary electrical service shall be included in the appropriate
bid items to which it is appurtenant and shall include full compensation for
furnishing all labor, materials, tools, and equipment required to obtain and
distribute power for construction purposes.
3.03 TEMPORARY LIGHTING
A. The Contractor shall provide temporary lighting in all work areas sufficient to
maintain during working hours a lighting level not less than the lighting level
required by California OSHA standards.
3.04 HEATING AND VENTILATION
A. The Contractor shall provide means for heating and ventilating all work areas
as may be required to protect the Work from damage due to freezing, high
temperatures or weather, or to provide a safe environment for workers.
B. Unvented, direct fired heaters shall not be used in areas where freshly placed
concrete will be exposed to combustible gases until at least two hours after
the concrete has attained its initial set.
3.05 WATER
A. The Contractor shall construct all facilities necessary to furnish water for its
use during construction. Water used for human consumption shall be kept
free from contamination and shall conform to the requirements established by
State and local authorities for potable water.
B. The Contractor shall be responsible for providing the water necessary for the
project. The source shall have prior approval of the District. Construction
water is available from the District potable supply. An approved backflow
preventer shall be installed by the Contractor at the District's fire hydrant in
accordance with District Ordinance No. 405. The water sources shall be
approved prior to use by owner of the water source.
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C. The Contractor shall include the cost of construction water in the appropriate
bid item to which it is appurtenant. The cost shall include full compensation
for furnishing all labor, materials, tools, and equipment and doing all the work
necessary to develop a sufficient water supply and furnishing the necessary
equipment for applying the water as described in these Specifications.
3.06 SANITARY CONVENIENCES
A. The Contractor shall provide suitable and adequate sanitary conveniences for
the use of all persons at the site of the Work. Such conveniences shall
include chemical toilets or water closets and shall be located at appropriate
locations at the site of the Work. All sanitary conveniences shall conform to
the regulations of the governmental entities having jurisdiction over such
matters. At the completion of the Work, all such sanitary conveniences shall
be removed and the site left in a sanitary condition.
3.07 FIRST-AID
A. First-Aid facilities and information posters conforming, at a minimum, to the
requirements of the Occupational Safety and Health Administration shall be
provided in a readily accessible location or locations.
3.08 CONSTRUCTION FACILITIES
A. Construction hoists, elevators, scaffolds, stages, shoring and similar
temporary facilities shall be of ample size and capacity to adequately support
and move the loads to which they will be subjected. Railings, enclosures,
safety devices, and controls required by law or for adequate protection of life
and property shall be provided.
3.09 SHEETING, SHORING, AND BRACING
A. Temporary supports shall be designed with sufficient safety considerations to
assure adequate load bearing capability. The Contractor shall submit design
calculations by a professional registered engineer for sheeting, shoring and
bracing prior to application of loads.
B. Acceptance of design calculations does not in any way relieve the Contractor
from being solely responsible for the installation of adequate sheeting and
shoring for the work being undertaken. The District assumes no liability for
the Contractor's operations.
3.10 TEMPORARY ENCLOSURES
A. When sandblasting, spray painting, spraying insulation, or performing other
activities which are inconvenient or dangerous to property or the health of
employees or the public, the area of activity shall be enclosed adequately to
contain the dust, spray, or other hazard. In the event there are no permanent
enclosures of the area, or such enclosures are incomplete or inadequate, the
Contractor shall provide suitable temporary enclosures.
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3.11 WARNING DEVICES AND BARRICADES
A. The Contractor shall adequately identify and guard all hazardous areas and
conditions by visual warning devices and, where necessary, physical barriers.
Such devices shall, at a minimum, conform to the requirements of Cal/OSHA.
3.12 FIRE SUPPRESSION
A. Minimize fire danger in the vicinity of and adjacent to the construction site.
B. A sufficient number of fire extinguishers of the type and capacity required to
protect the Work and ancillary facilities shall be provided in readily accessible
locations.
C. Provide labor and equipment to protect the surrounding property from fire
damage resulting from construction operations.
END OF SECTION
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SECTION 01 60 00
PRODUCT REQUIREMENTS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Procedures and requirements for products used in construction.
PART2 PRODUCTS
2.01 MATERIALS
A. Unless otherwise specifically stated in the Contract Documents, the
Contractor shall furnish all materials necessary for the execution and
completion of the work. Unless otherwise specified, all materials shall be
new and shall be manufactured, handled, and installed in a workmanlike
manner to insure completion of the work in accordance with the Contract
Documents. The Contractor shall, upon request of the Engineer, furnish
satisfactory evidence as to the kind and quality of materials.
B. Where materials are to be furnished by the District, the type, size, quantity,
and location at which they are available will be stated in the Contract
Documents.
C. Manufacturers' warranties, guarantees, instruction sheets and parts listed,
which are furnished with certain articles or materials incorporated in the
work, shall be delivered to the Engineer before acceptance of the Contract.
2.02 STORAGE OF MATERIALS
A. Articles or materials to be incorporated in the work shall be stored in such a
manner as to insure the preservation of their quality and fitness for the work,
and to facilitate inspection.
2.03 EQUIPMENT AND PLANTS
A. Only equipment and plants suitable to produce the quality of work and
materials required will be permitted to operate on the Project.
B. Plants will be designed and constructed in accordance with general practice
for such equipment and shall be of sufficient capacity to insure the
production of sufficient material to carry the work to completion within the
time limit and met all Federal, State, County, & Local requirements.
C. The Contractor shall provide adequate and suitable equipment and plants to
meet the above requirements, and when ordered by the Engineer, shall
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remove unsuitable equipment from the work and discontinue the operation
of unsatisfactory plants.
D. The Contractor shall identify each piece of its equipment, other than hand
tools, by means of an identifying number plainly stenciled or stamped on the
equipment at a conspicuous location, and shall furnish to the Engineer a list
giving the description of each piece of equipment and its identifying number.
In addition, the make, model number and empty gross weight of each unit of
compacting equipment shall be plainly stamped or stenciled in a
conspicuous place on the unit. The gross weight shall be either the
manufacturer's rated weight or the scale weight.
E. In the case of termination of this Contract before completion from any cause
whatever, the Contractor, if notified to do so by the District, shall promptly
remove any part or all of his equipment and supplies from the property of the
District. If the Contractor fails to do so, the District shall have the right to
remove such equipment and supplies at the expense of the Contractor.
2.04 TRADE NAMES AND ALTERNATIVES
A. For convenience in designation in the Contract Documents, certain articles
or materials to be incorporated in the work may be designated under a trade
name or the name of a manufacturer and its catalog information. The use of
an alternative article or material which is of equal quality and of the required
characteristics for the purpose intended will be permitted, subject to the
following requirements:
1. The burden of proof as to the quality and suitability of alternatives shall
be upon the Contractor who shall furnish all information necessary as
required by the Engineer. The Engineer shall be the sole judge as to
the quality and suitability of alternative articles or materials and his
decision shall be final.
2. Whenever the Contract Documents permit the substitution of a similar
or equivalent material or article, no tests or action relating to the
approval of such substitute material or article will be made until the
request for substitution is made in writing by the Contractor
accompanied by complete data as to the equality of the material or
article proposed. Such request by the Contractor must be made within
thirty-five (35) days after award of Contract, unless otherwise noted in
Section 01 33 00, Submittals Process, Part 2.02, Critical Equipment
Submittals. Contractor must provide back-up materials to substantiate
a request for substitution, including Contractor's affidavit stating that,
and describing how, the substituted "or equal" material, process or
article is equivalent to that specified in every way except as listed on
the affidavit.
3. The District's approval of any substitution shall not entitle the
Contractor to any adjustment to the Contract amount or schedule, even
if the Contractor based its bid upon obtaining such substitution.
B. In following with the District's established Purchasing Policy, and as is
allowed by the public code (PUC §3400, PUC 15431 and PCC 20206.1) and
supported by case law, the District has made findings that certain products
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shall be used for this project without alternative. The District's Purchasing
Policy recognizes the following as Findings for exceptions to bidding.
1. When the item (merchandise or service) can be obtained from only one
source.
2. When the item is required or is economically preferable to match or be
compatible with other furnishings, materials or equipment presently on
hand and the purchase is made from the manufacturer or supplier who
supplied other such furnishings, materials or equipment.
3. When the item has been standardized by the District and can be
purchased from only one source or is purchased from the original
manufacturer or supplier.
4. When the Board of Directors determines that due to special
circumstances, it is in the District's best interest to purchase an item or
enter into a contract without compliance with the bidding procedures ie.
competitive proposals would not be useful, would not produce an
advantage or would be undesirable, impractical, or impossible.
5. When all bids are considered unsatisfactory or excessive and are
rejected by the Board of Directors by a two-thirds vote (PCC 20206.1),
the District may do any necessary work and make necessary
expenditures in lieu of contracting for the proposed work.
6. When the Board of Directors declares an emergency by a four-fifths
vote (PCC 22050), after finding that conditions will not permit a delay
resulting from a competitive solicitation for bids. All actions thereafter
taken will be reported to the Board until the emergency action is
terminated (at the earliest possible date that conditions warrant).
C. Following is a list of sole-sourced products that has been approved in
advance by the District, and the basis for the sole-source determination
identified by reference to the findings listed in Part 2.04.B (above).
1. Sensus Water Meters and MXU's [Findings 1 and 3]
2. Mueller, AFC and AVK Fire Hydrants [Findings 2 and 3]
3. Allen Bradley programmable logic computers (PLCs) with RSLogix
[Findings 2 and 3]
4. Duperon Flexrake Screens [Findings 3 and 4]
5. Microsoft Windows Computer Operating System [Findings 2 and 3]
6. Motorola Ace (was Moscad) Remote Terminal Units (SCADA) including
software and programming [Findings 2 and 31
7. Motorola SCADA & voice radio base station [Findings 1,2 and 3]
8. SKM Power Tools Software for Arc Flash Analysis[Findings 2 and 3]
9. Saf-T-Climb System/North Safety Products[Findings 2 and 3]
10. Videx CyberLock System[Findings 1, 2 and 3]
11. Wonderware SCADA software at plant [Findings 2 and 3]
12. D&L Foundry Manhole frames and covers [Findings 1 and 3]
D. Following is a list of manufacturers, products, and/or materials that SHALL
NOT be used on District projects, regardless of whether the manufacturer,
product, or material is identified specifically (or meets product requirements
as an alternative) elsewhere in the project documents:
1. Pipe and plastics manufactured by JM Manufacturing, Inc.
2. Materials by Formosa Plastics Corporation.
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SECTION 01 73 00
PROJECT EXECUTION
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Procedures and requirements for determining acceptable conditions for
construction.
2. Procedures and requirements for working in coordination with the
existing system.
3. Administrative and procedural requirements for executing the work.
PART 2 EXECUTION
2.01 COMMENCEMENT AND PROGRESS OF THE WORK AND TIME OF
COMPLETION
A. The Contractor shall begin work within ten (10) days after receiving the
Notice to Proceed and shall diligently prosecute the work to completion as
specified in the Contract Documents.
2.02 WORK INVOLVING EXISTING SYSTEM
A. All work shall be executed while the existing system is in operation, unless
otherwise indicated in the Contract Documents. Operation of the existing
system shall not be jeopardized or materially reduced in efficiency as a
result of the execution of Work.
B. The Contractor shall request shutdowns of any portion or all of the existing
system by the District at least 48 hours (two working days) in advance of the
scheduled shutdown. Likewise, the Contractor shall notify the District of
pending demolition of any structure at least 48 hours (two working days) in
advance of the scheduled demolition. No shutdown or demolition shall
occur without obtaining prior District approval.
1. The Contractor shall request in writing at least 10 working days in
advance of the following scheduled activities:
a. Filling of the new tank for any purpose, including, but not limited to
testing, disinfection, or preparing it for service.
b. Dewatering to sewer.
C.
D. The Contractor shall be responsible for any fines, penalties, or other actions
levied against the District during construction that are a direct result of the
Contractor's acts or omissions. Contractor shall defend and indemnify the
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District against any such fines, penalties or other actions, as provided in
Section 00 73 00, Part 2.02.
E. To facilitate the District's compliance with the Lead and Copper Rule, to the
best of the Contractor's abilities, the Contractor shall note the type of
material of all water service lines exposed during the course of the work and
provide the information to the District.
2.03 CONSTRUCTION STAKES, LINES, AND GRADES
A. The Work shall be executed in accordance with the lines and grades
indicated in the Contract Documents. Distances and measurements, except
elevations and structural dimensions, shall be made on horizontal planes.
B. The Engineer will provide the Contractor with drawings showing benchmarks
and reference points as it deems necessary to establish lines and grades
required for the completion of the site work specified in the Contract
Documents. The Contractor shall make or furnish all surveys and set all
construction stakes necessary for the completion of the work. In addition,
Contractor shall collect survey data for the installation of all underground
utilities, including all tie-in locations, bends, tees/wyes, and valves. All
construction staking shall be performed by a California Registered Land
Surveyor. Survey records will be provided to the District at the request of the
Engineer in accordance with Section 01 33 00, and at the completion of the
project in accordance with Section 01 77 00
C. Stakes and marks set by the District or Engineer, if any, shall be carefully
preserved by the Contractor. The Contractor shall be charged for the cost of
replacing or restoring the stakes and marks which are destroyed or
damaged by his operation. This charge will be deducted from any monies
due or to become due to the Contractor under the Contract Change Order.
2.04 SITE WORK
A. The Contractor shall establish such control and reference points as it may
need and as will be required to properly lay out the Work. Monuments for
principal control points shall be set by the Contractor and shall be protected
by the Contractor from disturbance. If the monuments are disturbed, any
work that is governed by these monuments shall be held in abeyance until
the monuments are re-established by the Contractor. The accuracy of all
the Contractor's stakes, alignments, and grades is the responsibility of the
Contractor. However, the Engineer has the discretionary right to check the
Contractor's stakes, alignments and grades at any time. Where such
discretion is to be exercised by the Engineer, he will notify the Contractor of
his intention, stating the time at which the checking will commence. Any part
of the work in progress, the results of which are predicated directly upon the
Contractor's stakes, alignments, or grades to be checked, shall be held in
abeyance until the Engineer has notified the Contractor that the checking
has been completed.
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2.05 LOCATING AND REPAIRING UNDERGROUND UTILITIES
A. Except as provided by Government Code Section 4215, the Contractor shall
be responsible for the removal, relocation and protection of all public and
private utilities, including irrigation facilities in the nature of utilities, located on
the site of the construction project if and to the extent that the same are
identified in the Contract Documents, and the Contractor shall not be entitled
to any extension of time or claim for damages for extra compensation in
connection therewith.
B. If and to the extent that such utilities or facilities are not identified in the
Contract Documents, as between the Contractor and the District, the District
will be responsible for the cost of their removal, relocation, or protection, to the
extent required by law, but the Contractor shall immediately notify the District
and the Utility in writing upon their discovery and shall perform any such work
in conformance with applicable provisions of Section 00 72 00, General
Conditions, if so directed by the Engineer and in such situation the Contractor
shall not be responsible for liquidated damages for delay in completion of the
project caused by the failure of the District or the owner of the utility to provide
for such removal or relocation. If the Contractor, while performing the
Contract, discovers utility or irrigation facilities not identified by the District in
the Contract Documents, he shall immediately notify the Engineer and the
utility in writing.
C. In accordance with Government Code Section 4215, the Contractor shall be
compensated for the costs of locating, repairing damage not due to the
failure of the Contractor to exercise reasonable care, and removing or
relocating existing main or trunk line utility facilities not indicated in the
Contract Documents with reasonable accuracy, and for the equipment on
the project necessarily idled during such work; provided that the Contractor
shall first notify the Engineer before commencing work on locating, repairing
damage to, removing, or relocating such utilities.
2.06 WORK SEQUENCE AND CONSTRAINTS
A. The District envisions the work being completed in the following sequence.
The Contractor may propose an alternate sequence for District review and
acceptance when he submits his initial construction schedule.
1) Inspect and accept the existing tank foundation.
2) Install temporary Site Security, safety, tree protections and erosion control
measures prior to mobilizing to the WWTP staging area and Keller Tank site.
3) Construct water tank.
4) Install appurtenances on tank and complete touch-up work of any damage to
factory coatings.
5) Clean tank prior to commencing testing and disinfection.
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6) Complete testing and disinfection in coordination with District. District will
collect samples for testing.
7) Re-test and disinfect following any necessary repairs, as required, in
coordination with District for sampling. Return tank to service.
B. The work shall be subject to the following scheduling constraints:
1) The tank foundation and piping may not be ready for Contractor review until
completion via a separate contract on or around October 15, 2021.
2) All work onsite must be completed on or before July 28, 2022 in advance of
the next phase of construction below the tank site.
3) Work at the tank site shall not commence until the site is clear of snow, in
accordance with Section 01 32 00, Part2.02.E. No consideration for delay
will be given unless the site remains inaccessible after May 15, 2022.
C. The Contractor shall be aware that there may be change orders involved
with this Work. The Engineer has made every reasonable attempt to
determine the extent and location of all existing facilities within the project
area. However, the inexact nature of existing knowledge and as-built plans
may require change orders to reflect changed conditions. All change orders
shall be handled using the procedures contained in the General Conditions
of the Contract Documents.
2.07 CONTRACTOR'S MEANS AND METHODS
A. Contractor is solely responsible for the means and methods utilized to
perform the Work. In no case shall the Contractor's means and methods
deviate from commonly used industry standards.
2.08 CLEAN-UP
A. Throughout the period of construction the Contractor shall keep the Work
site free and clean of all rubbish and debris, and shall promptly remove from
the site, or from property adjacent to the site of the Work or from public
access roads, all unused and rejected materials, surplus earth, concrete,
plaster, and debris, excepting select material which may be required for
refilling or grading. The Contractor shall assure that buildings, grounds, and
public properties are maintained free from accumulations of waste materials
and rubbish from the Work.
B. The Contractor shall provide containers for collection and disposal of waste
materials, debris, and rubbish.
C. If applicable, remove concrete, concrete wash, stucco splatter, gunite
overspray, and all other waste and debris prior to final grading and
landscaping.
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2.09 SYSTEM START-UP
A. Coordinate schedule for start-up of various equipment and systems with the
Engineer ten days prior to planned start-up of each component.
B. Prior to start-up verify that each piece of equipment or system has been
checked for proper installation, lubrication, control sequence, and for any
conditions which may cause damage.
C. Prior to start-up verify that test results, meter readings, and specified
electrical characteristics agree with those required by the manufacturer.
D. Verify wiring and support components for equipment are complete and
tested.
E. Execute start-up under the supervision of applicable manufacturer's
representative in accordance with manufacturer's instructions.
F. At Engineer's request, require manufacturer to provide authorized
representative to be present at site to inspect, check, and approve
equipment or system installation prior to start-up, and to supervise placing
equipment or system in operation.
2.10 TRAINING
A. Following completion of the installation and field-testing work, employees of
the District shall be trained in the proper operation, troubleshooting, and
maintenance of the equipment. Training shall be performed by a qualified
representative of the manufacturer, and shall meet the minimum time
requirements for classroom and hands-on time specified in the technical
specifications for each type of equipment.
B. All District training shall be conducted twice: once on Monday or Tuesday
and again on Thursday or Friday, and always in the afternoon.
C. Training manuals shall be provided in hard copy and in electronic form.
D. Training shall include, at a minimum:
1. System overview,
2. General theory of operation,
3. System operation — Normal mode,
4. Alarm formats,
5. Failure recovery procedures,
6. Troubleshooting and repair,
7. Maintenance and calibration,
8. System programming and configuration.
E. The requirements of this Section are in addition to the requirements for
individual materials and equipment stated elsewhere in these Contract
Documents.
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SECTION 01 77 00
CLOSEOUT REQUIREMENTS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for completion of the work.
2. The requirements of this Section are in addition to the requirements for
closeout procedures and closeout submittals for individual materials
and equipment stated elsewhere in these Contract Documents.
PART 2 CLOSEOUT PROCEDURES
2.01 PROJECT CLOSEOUT
A. It is the intent of these Contract Documents that the Contractor deliver a
complete and operable facility capable of performing its intended functions
and ready for use.
2.02 PARTIAL ACCEPTANCE OF WORK
A. After completion of certain portions of the Work, including all testing and
other preparation necessary for operation of such portions by the District as
specified in these Special Conditions, but prior to final completion of the
Work, provisions may be made for partial acceptance in writing by the
District for such portions only. The portions of the Work to be included for
partial acceptance prior to final project completion will be noted at the pre-
construction conference in accordance with Contractor's schedule, or by
written notice to the Contractor at the earliest possible time.
B. The guarantee period for such portions of the Work shall commence with the
date of their acceptance for use by the District. However, full payment for
such portions will not be made until final acceptance of the entire Work.
C. Acceptance of any portion of the Work prior to acceptance of the whole shall
not be construed as absolving the Contractor of responsibility for any item of
construction or incidental work included in the Contract.
D. Prior to such occupancy or use, the District will enter into a written
agreement with the Contractor delineating the portions of the Work released
to the District for occupancy or use and indicating what, if any, work remains
to be done within the occupied or released area. If such prior use increases
the cost of or delays the Work, the Contractor shall be entitled to such extra
compensation, or extension of time, or both, as may be determined by the
District after consideration of recommendations by the Engineer.
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KELLER-HEAVENLY WATER SYSTEM CLOSEOUT REQUIREMENTS
IMPROVEMENTS PROJECT, PHASE 2 1
E. Should any portion of the Work in use be damaged by such use, the District
shall bear the expense for repairing such damage. However, if the portion
being so used should reveal deficiencies of materials or workmanship, it
shall be the Contractor's responsibility to replace the defective construction.
2.03 FINAL SITE CLEAN-UP
A. Upon completion of work and before the final estimate is submitted, the
Contractor shall at its own cost and expense remove from the vicinity of the
work all plant, buildings, equipment, rubbish, unused work materials,
concrete forms, temporary bridging and other like materials, belonging to
Contractor or used under its his direction during the construction, but not
required as part of or appurtenant to the completed work.
B. The Contractor shall clean, sweep, wash, and polish all work and installed
equipment including finishes. The Contractor shall remove grease, dust, dirt,
stains, labels, fingerprints, and other foreign materials from sight-exposed
interior and exterior finished surfaces. The Contractor shall broom clean
paved surfaces and rake clean landscaped areas.
C. Where the construction has crossed yards or driveways, they shall be
restored by the Contractor to the complete satisfaction of the Engineer, at
the Contractor's expense.
D. In the event of failure to do so, the same may be removed by the District
after ten (10) calendar days notice to the Contractor, such removal to be at
the expense of the Contractor.
2.04 WASTE DISPOSAL
A. The Contractor shall dispose of surplus materials, waste products and debris
and shall make necessary arrangements for such disposal.
2.05 TOUCH-UP AND REPAIR
A. The Contractor shall touch up or repair finished surfaces on structures, or
installations, that have been damaged prior to final acceptance. Surfaces on
which such touch up or repair cannot be successfully accomplished shall be
completely refinished or, in the case of hardware and similar small items,
shall be replaced.
2.06 PROJECT RECORD DOCUMENTS
A. In accordance with Section 01 31 00, Project Management and
Coordination, the Contractor shall maintain at the site, available to the
District and Engineer, one copy of the Contract Documents, Drawings, Shop
Drawings, Change Orders and other modifications, in good order and
marked to record all changes made during construction. These documents
shall be delivered to the Engineer upon completion of the Work.
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KELLER-HEAVENLY WATER SYSTEM CLOSEOUT REQUIREMENTS
IMPROVEMENTS PROJECT, PHASE 2 2
B. In the case that portions of the Work are required by the Contract
Documents to be designed by a licensed professional under agreement with
the Contractor, as-built drawings for this portion of the Work shall be
prepared by the licensed professional and included in the Project Record
Documents.
2.07 FINAL ACCEPTANCE AND DATE OF COMPLETION
A. Whenever the Contractor shall deem all work under this Contract to have
been completed in accordance therewith, it shall so notify the Engineer in
writing, and the Engineer shall promptly ascertain whether the work has
been satisfactorily completed and, if not, shall advise the Contractor in detail
and in writing of any incomplete or nonconforming work. When all the
provisions of the Contract have been fully complied with to the satisfaction of
the Engineer, the Engineer shall proceed with all reasonable diligence to
determine accurately the total value of all work performed by the Contractor
at the prices set forth in the Contract or fixed by Change Orders, and the
total value of all extra work, all in accordance with the Contract. The
Engineer will then certify to said final estimate and to the completion of the
work, and will file copies thereof with the District and the Contractor. The
date of completion shall be the date upon which the District makes its formal
written acceptance of the work.
2.08 FINAL SUBMITTALS
A. Prior to requesting final payment, the Contractor shall obtain and submit the
following items to the Engineer for transmittal to the District: (1) written
guarantees, where required; (2) operating manuals, training and instruction;
(3) keying schedule; (4) maintenance stock items, spare parts and special
tools; (5) completed project record documents; (6) releases from all parties
who are entitled to claims against the Project, property or the Work in a form
required by law.
2.09 FINAL PAYMENT
A. Within ten (10) days after the date of completion, and including the receipt of
Final Release, the District will file in the Office of the County Recorder, a
Notice of Completion of the work herein agreed to be done by the
Contractor. On the expiration of thirty-five (35) days after the recordation of
such Notice of Completion, the difference between said final estimate and all
payments theretofore made to the Contractor shall be due and payable to
the Contractor, subject to any requirements concerning the furnishings of a
maintenance bond, and excepting only such sum or sums as may be
withheld or deducted in accordance with the provisions of the Contract
Documents or as required by law. All prior certifications upon which partial
payments may have been made, being merely estimates, shall be subject to
correction in the final certificate.
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KELLER-HEAVENLY WATER SYSTEM CLOSEOUT REQUIREMENTS
IMPROVEMENTS PROJECT, PHASE 2 3
2.10 FINAL RELEASE
A. Final payment to the Contractor, in accordance with the final estimate, is
contingent upon the Contractor furnishing the District with a signed written
release of all claims against the District arising by virtue of the Contract.
This will be accomplished by execution of the CLOSEOUT AGREEMENT
AND RELEASE OF CLAIMS -attached. Disputed Contract claims in stated
amounts may be specifically excluded by the Contractor from the
CLOSEOUT AGREEMENT AND RELEASE OF CLAIMS.
2.11 RIGHT TO WITHHOLD PAYMENTS
A. In addition to all other rights and remedies of the District hereunder and by
virtue of the law, the District may withhold or nullify the whole or any part of
final payment for reasons described in Section 00 72 00, General
Conditions.
2.12 CONTRACTOR'S CONTINUING OBLIGATION
A. Contractor's obligation to perform and complete the Work in accordance with
the Contract Documents shall be absolute. Neither recommendation of any
progress or final payment by Engineer, nor the issuance of a certificate of
Substantial Completion, nor any payment by District to Contractor under the
Contract Documents, nor any use or occupancy of the Work or any part
thereof by District, nor any act of acceptance by District nor any failure to do
so, nor any review and approval of a Shop Drawing or sample submission,
nor the issuance of a Notice of Acceptability by Engineer, nor any correction
of defective Work by District will constitute an acceptance of Work not in
accordance with the Contract Documents or a release of Contractor's
obligation to perform the Work in accordance with the Contract Documents.
2.13 WAIVER OF INTEREST
A. The District shall have no obligation to pay and the Contractor hereby
waives the right to recover interest with regard to monies which the District is
required to withhold by reason of judgment, order, statute, or judicial
process.
2.14 SATISFACTION OF CLAIMS AND LIENS
A. Neither the final payment nor any part of the retained percentage shall
become due until the Contractor, if required, shall deliver to the District, a
complete release of all liens and claims arising out of this Contract, or
receipts in full in lieu thereof and, if required in either case, an affidavit that
so far as he has knowledge or information the releases and receipts include
all the labor and material for which a lien or claim could be filed; but the
Contractor may, if any Subcontractor refuses to furnish a release or receipt
in full, furnish a bond satisfactory to the Engineer, to indemnify the District
against any lien or claim. If any lien or claim remains unsatisfied after all
payments are made, the Contractor shall refund to the District all monies
5/13/2021 DOCUMENT 01 77 00
KELLER-HEAVENLY WATER SYSTEM CLOSEOUT REQUIREMENTS
IMPROVEMENTS PROJECT, PHASE 2 4
that the latter may be compelled to pay in discharging such a lien, or claim,
including all costs and reasonable attorney's fees.
B. Prior to final payment by the District, the Contractor shall submit a final
waiver of lien for the Contractor's work, in the forms prescribed by California
Civil Code §8136, together with releases of lien from any subcontractor or
supplier.
2.15 DISBURSEMENT OF RETENTION PROCEEDS
A. In accordance with Section 7107 of the Public Contracts Code with respect
to all contracts entered into on or after January 1, 1993 relating to the
construction of any public work of improvement the following shall apply.
B. The retention proceeds withheld from any payment by the District from the
original Contractor, or by the original Contractor from any Subcontractor,
shall be subject to this paragraph.
1. Within sixty (60) days after the date of completion of the work, the
retention withheld by the District shall be released.
2. In the event of a dispute between the District and the original
Contractor, the District may withhold from the final payment an amount
not to exceed one hundred fifty percent (150%) of the disputed amount.
C. Subject to subsection D, within seven (7) days from the time that all or any
portion of the retention proceeds are received by the original Contractor, the
original Contractor shall pay each of its subcontractors from whom retention
has been withheld, each subcontractor's share of the retention received.
However, if a retention payment received by the original Contractor is
specifically designated for a particular subcontractor, payment of the
retention shall be made to the designated subcontractor, if the payment is
consistent with the terms of the subcontract.
D. The original Contractor may withhold from a subcontractor its portion of the
retention proceeds if a bona fide dispute exists between the subcontractor
and the original Contractor. The amount withheld from the retention
payment shall not exceed one hundred fifty percent (150%) of the estimated
value of the disputed amount.
E. In the event that retention payments are not made within the time periods
required by this Part, the District or original Contractor withholding the
unpaid amount shall be subject to a charge of two percent (2%) per month
on the improperly withheld amount, in lieu of any interest otherwise due.
Additionally, in any action for the collection of funds wrongfully withheld, the
prevailing party shall be entitled to attorneys' fees and costs.
F. Any attempted waiver of the provisions of Section 7107 of the California
Public Contract Code shall be void as against the public policy of this state.
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KELLER-HEAVENLY WATER SYSTEM CLOSEOUT REQUIREMENTS
IMPROVEMENTS PROJECT, PHASE 2 5
2.16 REUSE OF DOCUMENTS
A. Neither Contractor nor any Subcontractor or Supplier or other person or
entity performing or furnishing any of the Work under a direct or indirect
contract with District shall have or acquire any title to or ownership rights in
any of the Drawings, Plans and Specifications or other documents (or any
copies of such documents) prepared by or bearing the seal of Engineer, and
they shall not reuse any of such documents on extensions of the Project or
any other project without written consent of District and Engineer and
specific written verification or adaptation by Engineer.
2.17 RETENTION OF RECORDS
A. In accordance with Government Code §8546.7, records of both the District
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 District any of the Contractor's other
documents related to the Project immediately upon request of the District. In
addition to the State Auditor rights above, the District shall have the right to
examine and audit all the 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 not additional cost to the District, for a period of four
(4) years after final payment.
END OF SECTION
5/13/2021 DOCUMENT 01 77 00
KELLER-HEAVENLY WATER SYSTEM CLOSEOUT REQUIREMENTS
IMPROVEMENTS PROJECT, PHASE 2 6
CLOSEOUT AGREEMENT AND RELEASE OF CLAIMS
THIS AGREEMENT AND RELEASE OF CLAIMS is made in South Lake Tahoe,
California, this day of 1 , by and between South Tahoe
Public Utility DISTRICT, hereinafter referred to as "DISTRICT", and
hereinafter referred to as "CONTRACTOR".
KNOW ALL PERSONS BY THESE PRESENTS:
1. That the undersigned, as the authorized representative of CONTRACTOR, for
and in consideration of ($ ), contract amount,
and the sum of ($ ) for said Contract
Change Orders Nos. 1 through , receipt of which is hereby acknowledged,
has submitted waivers from all subcontractors and suppliers in the form required
by Civil Code §8132 - 8138, and does hereby and for each of its successors,
assigns and partners, release acquit and forever discharge the SOUTH TAHOE
PUBLIC UTILITY DISTRICT OF EL DORADO COUNTY, CALIFORNIA, and
each of its successors, assigns, officers, agents, servants, and employees, from
any and all rights, claims, demands, debts, obligations, liabilities, actions,
damages, costs, expenses and other claims whatsoever, which might have been
asserted against DISTRICT by reason of any matter or thing which was the
subject matter of or basis for:
A. The performance of all terms and conditions of that certain agreement
dated for Purchase Order No.
DISTRICT project described as
B. Change Orders Nos. 1 through _ as approved by the parties, pertaining
to Purchase Order No. and shown in Payment Request No.
, dated
2. That the undersigned, as the authorized representative of DISTRICT, for and in
consideration of the CONTRACTOR's completion of Purchase Order No.
does hereby and for each of its successors, and assigns, releases, acquits and
forever discharge and each of its successors, assigns,
officers, agents, servants, and employees, and sureties from any and all rights,
claims, demands, debts, obligations, liability, actions, costs, expenses
whatsoever which might have been asserted against CONTRACTOR, except for
all rights accruing to the DISTRICT arising out of (1) patent and latent
construction defects as codified by California Code of Civil Procedure Sections
337.10 and 337.15, (2) third party claims brought against the DISTRICT, and (3)
warranty claims, which rights are specifically reserved and not released, provided
by reason of any matter or thing which was the subject matter of or basis for:
A. The performance of all terms and conditions of that certain agreement
dated for Purchase Order No. DISTRICT
project described as
B. Change Orders Nos. 1 through as approved by the parties,
pertaining to Purchase Order No. and shown in Payment
Request No. dated
3. Nothing contained herein shall waive or alter the rights, privileges, and powers of
the DISTRICT or the duties, liabilities and obligations of the CONTRACTOR and
its surety in respect to any portions of the Specifications for Purchase Order No.
including but not limited to indemnity and warranty obligations.
4. The DISTRICT has received no claims from the CONTRACTOR.
5. The DISTRICT filed and recorded a NOTICE OF COMPLETION with the El
Dorado County Recorder on 2021 as such the statutory lien
period expired on 2021.
6.
The presently retained amount is $
Original Contract amount $
Total Change Order Amount $
Other Encumberances $
Less: Amount Previously Paid $
(Request Nos. 1 through )
Retainage $
BALANCE: $
The retainage will be released to the CONTRACTOR within sixty (60) calendar days
after date of recording a NOTICE OF COMPLETION by El Dorado County Recorder or
when all stop notices and other encumberances have been released, whichever last
occurs. Release pursuant to this agreement shall not apply to CONTRACTOR's rights to
the presently retained amount until such time as such amounts are received in full by
CONTRACTOR.
7. CONTRACTOR and DISTRICT agree that the total adjusted contract price and
time of performance for Purchase Order No. after the execution of change orders
shall be as follows:
Original Contract Price $
Original Calendar Days
Total Adjusted Price $
Total Adjusted Calendar Days
8. It is understood and agreed by the undersigneds that the facts with respect to
which the foregoing Release is given may hereafter turn out to be other than or
different from the facts in that connection now known to be or believed by said
undersigneds to be true, and the undersigneds hereto expressly assume the risk
of the facts turning out to be different than they now so appear, and agree that
the foregoing Release shall be, in all respects, effective and not subject to
termination or recession by any such difference in facts and undersigneds hereby
expressly waive any and all rights the undersigneds have or may have under
California Civil Code Section 1542, which provides as follows:
"A general release does not extend to claims which the creditor does not
know or suspect to exist in his favor at the time of executing the Release
which if known by him must have materially affected his settlement with
the debtor."
9. The releases made by the CONTRACTOR and the DISTRICT herein are not to
be construed as an admission or admissions of liability on the part of either party
and that the parties deny liability hereof. Unless arising out of a right expressly
reserved herein, the undersigneds agree that they will forever refrain and
forebear from commencing, instituting or prosecuting any lawsuit, action or other
proceeding against the other party based on, arising out of, or in any way
connected with the subject matter of this Release.
10. The CONTRACTOR hereby releases the DISTRICT from all claims, including
those of its Subcontractors for all delay and impact costs, if any.
11. The CONTRACTOR represents and warrants to the DISTRICT that the
CONTRACTOR has not heretofore assigned or transferred or purported to
assign or transfer to any person, firm, corporation, association or entity any of the
rights, claims, warranties, demands, debts, obligations, liabilities, actions,
damages, costs, expenses and other claims whatsoever and the CONTRACTOR
agrees to indemnify and hold harmless the DISTRICT against, without limitation,
any and all rights, claims, warranties, demands, debts, obligations, liabilities,
actions, damages, costs, expenses and other claims, including attorney's fees,
arising out of or connected with any such assignment or transfer or purported
assignment or transfer.
12. The undersigned acknowledge that they have been represented by counsel of
their own choice in connection with the preparation and execution of this
Closeout Agreement and Release of Claims. The undersigned acknowledge and
represent that they understand and voluntarily consent and agree to each and
every provision contained herein.
13. The undersigned further declare and represent that no promise, inducement or
agreement, not herein expressed, have been made to the undersigned and that
this Release contains the entire agreement among the parties hereto and that the
terms of the Release are contractual and not a mere recital.
14. The persons executing this Closeout Agreement and Release of Claims
represent and warrant to the other party that the execution and performance of
the terms of this Release have been duly authorized by all requisite corporate,
partnership, individual, or other entity requirements and that said persons have
the right, power, legal capacity and authority to execute and enter in the Closeout
Agreement and Release of Claims.
JOHN THIEL, GENERAL MANAGER DATED
ATTEST: MELONIE GLITTRY, CLERK OF BOARD DATED
CONTRACTOR DATED
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DIVISION 05
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SECTION 05 05 00
MISCELLANEOUS METALWORK
PART 1--GENERAL
1.01 DESCRIPTION
This Section specifies miscellaneous metalwork, which consists of custom
fabricated steel metalwork other than structural metalwork.
1.02 QUALITY ASSURANCE
A. GENERAL:
Shop and field welding shall conform to the requirements of the AISC Manual of
Steel Construction.
The use of salvaged, reprocessed or scrap materials will not be permitted.
B. REFERENCES:
This Section contains references to the following documents. They are a part of
this Section as specified and modified. Where a referenced document contains references
to other standards, those documents are included as references under this Section as if
referenced directly. In the event of conflict between the requirements of this Section and
those of the listed documents, the requirements of this Section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective date of
the Agreement if there were no Bids). If referenced documents have been discontinued by
the issuing organization, references to those documents shall mean the replacement
documents issued or otherwise identified by that organization or, if there are no
replacement documents, the last version of the document before it was discontinued.
Where document dates are given in the following listing, references to those documents
shall mean the specific document version associated with that date, regardless of whether
the document has been superseded by a version with a later date, discontinued or
replaced.
Reference Title
AISC Manual of American Institute of Steel Construction, Manual of
Steel Construction Steel Construction, Allowable Stress Design-9th
Edition
ASTM A36/A36M Structural Steel
MAY 2021 SECTION 05 05 00
Keller-Heavenly Water System Improvements Project—Phase 2 MISCELLANEOUS METALWORK
1
Reference Title
ASTM A48 Gray-Iron Castings
ASTM A283/A283M Low and Intermediate Tensile Strength Carbon Steel
Plates, Shapes and Bars
ASTM A307 Carbon Steel Externally Threaded Standard
Fasteners
ASTM A320/A320M Alloy-Steel Bolting Materials for Low Temperature
Service
ASTM A500 Cold-Formed Welded and Seamless Carbon Steel
Structural Tubing in Rounds and Shapes
PART 2--PRODUCTS
2.01 MATERIALS
Materials for miscellaneous metalwork are specified in Table A.
Table A, Materials for Miscellaneous Metalwork
Material Specification
Non-structural steel bars, angles, clips, and ASTM A36 or ASTM
similar items A283
Iron castings ASTM A48
Structural steel tubing ASTM A500, Grade B
Steel bolts (except flanges and anchor bolts) ASTM A307, Grade A
2.02 FABRICATION
A. GENERAL:
Holes shall be punched 1/16 inch larger than the nominal size of the bolts, unless
otherwise specified. Whenever needed, because of the thickness of the metal, holes shall
be subpunched and reamed or shall be drilled.
Fabrication including cutting, drilling, punching, threading and tapping required for
miscellaneous metal or adjacent work shall be performed prior to hot-dip galvanizing.
B. SEAT ANGLES, SUPPORTS AND BRACKETS:
MAY 2021 SECTION 05 05 00
Keller-Heavenly Water System Improvements Project—Phase 2 MISCELLANEOUS METALWORK
2
Seat angles over slide gate guides shall be welded to the guides. Seat angles for
grating, supports for floor plates, clips for precast panels and brackets for piping shall be
steel, hot-dip galvanized after fabrication unless otherwise specified.
C. OTHER MISCELLANEOUS STEEL METALWORK:
Other miscellaneous steel metalwork, including hangers and inserts, shall be as
specified on the drawings and shall be hot-dip galvanized after fabrication.
PART 3--EXECUTION
3.01 INSTALLATION
A. GENERAL:
Fieldwork shall not be permitted on galvanized items. Drilling of bolts or
enlargement of holes to correct misalignment will not be allowed.
Dissimilar metals shall be protected from galvanic corrosion by means of pressure
tapes, coatings or isolators.
Metalwork to be embedded in concrete shall be placed accurately and held in
correct position while the concrete is placed or, if specified, recesses or blockouts shall be
formed in the concrete. The surfaces of metalwork in contact with or embedded in
concrete shall be thoroughly cleaned. If accepted, recesses may be neatly cored in the
concrete after it has attained its design strength and the metalwork grouted in place.
Embedments shall be as specified on the drawings.
B. SEAT ANGLES, SUPPORTS AND GUIDES:
Seat angles for grating and supports for floor plates shall be set so that they are
flush with the floor and also maintain the grating and floor plates flush with the floor.
3.02 CLEANING
After installation, damaged surfaces of shop primed metals shall be cleaned and
touched up with the same material used for the shop coat.
**END OF SECTION**
MAY 2021 SECTION 05 05 00
Keller-Heavenly Water System Improvements Project—Phase 2 MISCELLANEOUS METALWORK
3
SECTION 05 05 23
ADHESIVE ANCHORS
PART 1--GENERAL
1.01 DESCRIPTION
This Section specifies adhesive anchors attaching steel reservoirs to concrete
foundations, including rods, adhesive, washers and nuts. Anchor bolts shall conform to
AWWA Standard D103 and shall be hot-dip galvanized.
1.02 REFERENCES
This Section contains references to the following documents. They are a part of
this Section as specified and modified. In case of conflict between the requirements of this
Section and those of the listed documents, the requirements of this Section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective date of
the Agreement if there were no Bids). If referenced documents have been discontinued by
the issuing organization, references to those documents shall mean the replacement
documents issued or otherwise identified by that organization or, if there are no
replacement documents, the last version of the document before it was discontinued.
Where document dates are given in the following listing, references to those documents
shall mean the specific document version associated with that date, whether or not the
document has been superseded by a version with a later date, discontinued or replaced.
Reference Title
ACI 318 Building Code Requirements for Structural Concrete
ASTM A 36 Carbon Structural Steel
ASTM A 307 Carbon Steel Bolts and Studs, 60,000 PSI tensile
Strength
ASTM F 1554 Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
AWWA D103 Factory Coated Bolted Carbon Steel Tanks for Water
Storage
CBC 2007 California Building Code, with local amendments
1.03 SUBMITTALS
MAY 2021 SECTION 05 05 23
Keller-Heavenly Water System Improvements Project—Phase 2 ADHESIVE ANCHORS
1
Submittals shall be provided in accordance with Section 01 33 00 and shall include
the following information:
A. Catalog sheets and/or brochures from the product manufacturer,
containing installation instructions, chemical resistance, and temperature limitations.
B. Current ICC Evaluation Service Report for adhesives used.
C. Design calculations in accordance with Paragraph 05501-2.03,
stamped and signed by a California-registered civil or structural
engineer. See Section 33 16 23 for design requirements.
1.04 SPECIAL INSPECTION
A. GENERAL:
Special Inspection of anchorage work shall be performed by the Special Inspector
under contract with the District and in conformance with CBC Chapter 17. Special
Inspector(s) shall be acceptable to the District in its sole discretion. Special Inspection is
in addition to, but not replacing, other inspections and quality control requirements herein.
B. CONCRETE WORK TO RECEIVE SPECIAL INSPECTION:
All installation of anchorages shall receive Special Inspection in accordance with
CBC Sections 1704.4 and 1704.13.
PART 2--PRODUCTS
2.01 GENERAL
Anchor bolt holes in support frames or anchor chairs shall not exceed the bolt
diameters by more than 25 percent, up to a limiting maximum oversizing of 1/4 inch.
Unless otherwise specified, minimum anchor bolt diameter shall be 1 inch, and minimum
embedment depth into the concrete ring wall shall be 12 inches.
Expansion anchors will not be permitted in substitution for adhesive anchors.
2.02 MATERIALS
Anchor adhesive shall be Hilti HIT-RE 500-SD; Simpson SET-XP Adhesive, or
approved equal. Threaded rods shall be carbon steel conforming to ASTM A 36; ASTM A
307, grade B; or ASTM F 1554, grades 36 or 55 (weldable). Anchor rods shall be hot-dip
galvanized.
MAY 2021 SECTION 05 05 23
Keller-Heavenly Water System Improvements Project—Phase 2 ADHESIVE ANCHORS
2
2.03 DESIGN
Anchorages for steel reservoirs shall be designed in accordance with AWWA D103,
Specifications Section 33 16 23, and Appendix D of ACI 318, as modified by the relevant
ICC-ES Report submitted.
PART 3--EXECUTION
3.01 GENERAL
1. Anchor diameter, grade of steel, and embedment depth shall conform
to approved submittal. Anchor shall be threaded or deformed full
length of embedment and shall be free of rust, scale, grease, and
oils.
2. All installation recommendations by the anchor system manufacturer
shall be followed carefully, including maximum hole diameter.
3. Holes shall have rough surfaces, such as can be achieved using a
rotary percussion drill.
4. Holes shall be blown clean with compressed air and be free of dust or
standing water prior to installation.
5. Concrete temperature and air temperature shall be compatible with
adhesive manufacturer's curing requirements. Anchors shall not be
placed in concrete below 25 degrees F.
6. Anchor shall be left undisturbed and unloaded for full adhesive curing
period.
After anchor bolts have been embedded, their threads shall be protected by grease
and the nuts run on.
**END OF SECTION**
MAY 2021 SECTION 05 05 23
Keller-Heavenly Water System Improvements Project—Phase 2 ADHESIVE ANCHORS
3
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MAY 2021 SECTION 05 05 23
Keller-Heavenly Water System Improvements Project—Phase 2 ADHESIVE ANCHORS
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DIVISION 13
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SECTION 13 47 13
TANK INTERNAL CATHODIC PROTECTION
PART GENERAL
1.01 SCOPE OF WORK
A. The Contractor shall furnish all materials, coordinate work with the tank fabricator,
install all equipment and provide all labor necessary to complete the work shown on
the drawings and/or listed below and all other work and miscellaneous items not
specifically mentioned but reasonably inferred, including all accessories and
appurtenances required for a complete system. The intent of the specification is to
provide for two complete, functional cathodic protection systems for the submerged
interior surfaces of the bolted steel tank, namely the Keller Tank for South Tahoe
Public Utility District, in South Lake Tahoe, California.
B. Work included in this section consists of all components of the cathodic protection
system for the steel storage tank including magnesium anodes, brackets and any
other work necessary to complete the installation.
1. Coordinate with the tank fabricator in writing prior to the factory coating of the
tank plates to ensure that the fabricator installs the anode bracket assemblies.
2. Coordinate with the tank fabricator in writing prior to the construction of the tank
onsite to obtain the confirmation that the new tank walls will be compatible with
cathodic protection by making the wall plates electrically continuous by
removing the insulation/coating of a minimum of two bolts per plates.
3. Cathodic protection of the submerged portion of the tank interior surfaces.
4. Installation of magnesium rod anodes.
5. Material submittals.
6. Touch up repair of damaged coatings on the tank shell and floor.
7. Correction of all deficiencies.
1.02 CODE REQUIREMENTS
A. All materials, workmanship and installation shall conform to all requirements of the
legally constituted authority having jurisdiction. These authorities include, but are not
limited to, the latest revision of the State of California, Department of Industrial
Relations, Division of Industrial Safety Orders of the Industrial Accident Commission;
and all other applicable State, County, or City codes and regulations. Nothing in the
drawings or specifications is to be construed to permit work not conforming to these
regulations and codes. Where larger size or better grade materials than required by
these regulations and codes are specified, the specifications and drawings shall have
precedence.
1.03 REFERENCES
A. This section contains references to the following documents. They are apart of this
5/12/2021 SECTION 01 31 10
KELLER TANK, KELLER-HEAVENLY WATER SYSTEM
PROJECT, PHASE 2 TANK INTERNAL CATHODIC PROTECTION
1
section as specified and modified. In case of a conflict between the requirements of
this section and those of the listed documents, the requirements of this section shall
prevail.
1. American Society of Testing and Materials (ASTM)
2. National Electrical Manufacturers Association (NEMA)
3. American Water Works Association (AWWA)
4. National Association of Corrosion Engineers (NACE)
5. American National Standards Institute (ANSI)
6. Society for Protective Coatings (SSPC)
1.04 SUBMITTALS
A. Contractor shall provide submittals in accordance with Section 01 33 00.
B. Contractor shall submit for approval by the Construction Manager five (5) copies of the
following items:
1. A complete list of cathodic protection equipment and materials, including name
and manufacturer, catalog number, size, and any other pertinent data
necessary for proper identification and to determine conformance with
specifications.
2. A certified test report showing the chemical analysis of all anodes.
3. Coating manufacturer's data sheet for each product to be used, indicating NSF
compliance, along with instructions and recommendations for surface
preparation and coating application for steel surfaces as well as for touchup of
steel surfaces.
4. Material safety data sheet for each field applied coating product used.
5. Proposed installation schedule.
6. Correspondence with the tank fabricator regarding installed brackets and
electrical continuity of plates.
C. Contractor shall receive written approval of submittals, prior to beginning installation.
1.05 QUALITY ASSURANCE
A. All work shall be performed to the satisfaction of the Construction Manager.
B. The Contractor shall not substitute for the specified materials unless approved by the
Construction Manager.
C. Use only new, highest quality cathodic protection components, and standard products
from a manufacturer regularly engaged in the production of such material or
equipment.
D. Cathodic protection components shall be subject to testing by the Construction
Manager to ensure proper installation and operation. The Contractor shall be
responsible for correction of all deficiencies identified by the testing and all costs
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KELLER TANK, KELLER-HEAVENLY WATER SYSTEM
PROJECT, PHASE 2 TANK INTERNAL CATHODIC PROTECTION
2
incurred for retesting prior to final acceptance.
1.06 DELIVERY, STORAGE AND HANDLING
A. Deliver cathodic protection and coating materials to the Site in original, sealed
containers.
B. Replace all damaged anodes.
1.07 PROJECT CONDITIONS
A. The Contractor shall coordinate and properly relate this work to the site and to the
work of all trades. The general locations of the facilities are shown on the drawings.
However, the Contractor shall visit the premises and thoroughly familiarize
himself/herself with all details of the work and working conditions, verify existing
conditions in the field, determine the exact locations of existing structures and advise
the Construction Manager of any discrepancy that may prevent or hinder the specified
work from being completed.
1.08 COORDINATION
A. The brackets shall be installed by the bolted tank fabricator. The anodes shall be
installed by the contractor and shall be inspected before the surface preparation and
painting of interior and exterior items and surfaces of the tank after the inspection by
the Construction Manager of the initial anode installation in accordance with Paragraph
3.06.A, the Contractor shall remove the anodes. The Contractor shall coordinate
scheduling with the tank fabricator. The final installation of the anodes into the
brackets shall occur after the one year coating inspection by the Construction Manager
and the tank fabricator, and any coating repairs have been completed. The final anode
installation shall occur before the tank is refilled after the one year coating inspection.
B. Care shall be exercised so as not to damage any coating on the tank surfaces when
reinstalling the anodes. Any coating damaged during the final installation of the
anodes shall be repaired by the Contractor. Surface preparation for the areas to be
repaired shall be in accordance with the appropriate SSPC standards, and coatings
shall be with approved compatible coatings.
1.09 WARRANTY
A. The system warranty shall be no less than one year after system activation and shall
include all costs for repair, parts and labor.
1.06 CONTRACTOR QUALIFICATIONS
A. The cathodic protection installer shall have a minimum of five (5) years of experience
installing and servicing the types of system described in this specification. The system
shall be installed by the cathodic protection installer with staff, trained in the installation
5/12/2021 SECTION 01 31 10
KELLER TANK, KELLER-HEAVENLY WATER SYSTEM
PROJECT, PHASE 2 TANK INTERNAL CATHODIC PROTECTION
3
of waterworks and related cathodic protection systems.
B. All personnel shall be subject to Federal Substance Abuse and Testing Regulations.
1.10 SYSTEM STARTUP
A. After the Contractor has completed the final installation of the corrosion control and
monitoring system, the system shall be tested by a State of California Registered
Professional Corrosion Engineer, retained by the Construction Manager, to assure
conformance with the specifications. Testing shall include proper installation of the
anodes, cables and test stations, and potential measurements on protected surfaces
of the tank. Protection levels shall satisfy the criteria per NACE Standard SP-01-69.
Upon completion of the tests, a detailed written report shall be submitted describing
any deficiencies detected. Any and all deficiencies shall be corrected by the
Contractor at his/her cost and retested prior to final acceptance. All retesting shall be
at the Contractor's expense.
PART 2 PRODUCTS
2.01 GENERAL
A. All materials shall conform to the requirements set forth herein or as designated on the
drawings, unless otherwise specified. All materials must be new, free from defects,
and shall be of the best commercial quality for the purpose specified. The Contractor
shall furnish all necessary items and accessories not shown on the drawings or
specified herein, but which are required to fully carry out the specified intent of the
work, at no additional cost to the Construction Manager.
2.02 MAGNESIUM ANODES
A. Galvanic anodes shall be extruded high potential magnesium rods with a diameter of
1.561-inches, length of 10 feet and shall weigh a minimum of 15 pounds. Each anode
shall be cast with a 3/16-inch diameter steel core, and the steel core shall protrude 4
inches from each end.
B. Each anode shall conform to the following chemical composition:
Aluminum 0.010 % maximum
Manganese 0.5-1.3 %
Copper 0.02% maximum
Nickel 0.001% maximum
Iron 0.03% maximum
5/12/2021 SECTION 01 31 10
KELLER TANK, KELLER-HEAVENLY WATER SYSTEM
PROJECT, PHASE 2 TANK INTERNAL CATHODIC PROTECTION
4
Other impurities 0.05% each or 0.3% Max Total
Magnesium Balance
2.03 BRACKET ASSEMBLIES
A. The floor bracket and the shell bracket shall be fabricated of 2 inch by 2 inch by % inch
angle iron as indicated in the drawings. The angle iron shall be A36 mild steel. The
receiver and set screw shall be 316 stainless steel.
B. As an alternative to the receiver/set screw, and 316 stainless steel bolt welded to the
bracket may be utilized as shown in the drawings.
2.04 COATING MATERIALS
A. Coating materials for coating repairs shall match the existing factory coating and be
sealed in containers that plainly show the designated name, formula or specification
number, batch number, color, date of manufacture, manufacturer's directions and
name of manufacturer, all of which shall be plainly legible at the time of use.
PART 3 EXECUTION
3.01 GENERAL
A. All materials, workmanship and installation shall conform to all requirements of the
legally constituted authority having jurisdiction. These authorities include, but are not
limited to, the latest revision of the State of California, Department of Industrial
Relations, Division of Industrial Safety, Electrical Orders; The National Electric Code,
General Construction Safety Orders of the Industrial Accident Commission; and all
other applicable State, County, or City codes and regulations. Nothing in the drawings
or specifications is to be construed to permit work not conforming to these regulations
and codes. Where larger size or better grade materials than required by these
regulations and codes are specified, the specifications and drawings shall have
precedence.
3.02 STORAGE OF MATERIALS
A. All materials and equipment to be used in construction shall be stored in such a
manner to be protected from detrimental effects from the elements. If warehouse
storage cannot be provided, materials and equipment shall be stacked well above
ground level and protected from the elements with plastic sheeting or other method as
appropriate.
3.03 BRACKET ASSEMBLIES
A. The floor bracket and shell bracket shall be installed in the manner and at the locations
shown on the drawings by the tank fabricator. The surface shall be cleaned to white
metal by grinding or filing prior to welding. All welds shall be continuous seam welds.
5/12/2021 SECTION 01 31 10
KELLER TANK, KELLER-HEAVENLY WATER SYSTEM
PROJECT, PHASE 2 TANK INTERNAL CATHODIC PROTECTION
5
3.04 COATINGS
A. Any touch-up coatings shall be applied in accordance with the manufacturer's
instructions and recommendations and to the satisfaction of the Construction Manager.
All steel surfaces shall be prepared in accordance with the manufacturer's instructions
to ensure compatibility with the specified coating system.
3.05 MAGNESIUM ROD ANODES
A. Each magnesium rod anode shall be mounted in its respective floor bracket and shell
bracket and held in place by means of the set screws.
B. The magnesium rod anodes shall not be painted.
3.06 INITIAL AND FINAL INSTALLATION, ENERGIZING AND TESTING
A. The cathodic protection system shall be installed and inspected before the surface
preparation and painting of interior and exterior items and surfaces of the Project tank.
After the installation of the cathodic protection system, the system shall be inspected
by the Construction Manager to assure conformance with the drawings and
specifications. The anodes shall then be removed by the Contractor and given to the
Construction Manager for storage until the one year coating inspection. When the one
year coating inspection is complete the Contractor shall reinstall the anodes. The
Contractor shall confirm the electrical continuity of the anodes with the brackets.
B. After the final installation of the cathodic protection system, the system shall be
energized and tested by the Construction Manager to assure conformance with the
drawings and specifications and to ensure adequate protection of the tank internals
per relevant NACE standards. Any and all deficiencies shall be corrected by the
Contractor at no expense to the Construction Manager.
3.07 CLEAN-UP
A. The Contractor shall be responsible for clean-up and removal of all debris, extra
material, and equipment utilized for installation of the cathodic protection system.
END OF SECTION
5/12/2021 SECTION 01 31 10
KELLER TANK, KELLER-HEAVENLY WATER SYSTEM
PROJECT, PHASE 2 TANK INTERNAL CATHODIC PROTECTION
6
DIVISION 26
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SECTION 26 05 33.13
CONDUIT FOR ELECRICAL SYSTEMS
PART 1 — GENERAL
1.01 THE REQUIREMENT
A. The Contractor shall provide electrical conduit systems, complete and in place, in
accordance with the Contract Documents.
1.02 CONTRACTOR SUBMITTALS
A. The Contractor shall submit Shop Drawings in accordance with Section 01 33 00 —
Submittal Procedures.
PART 2 — PRODUCTS
2.01 GENERAL
A. Pull and junction boxes, fittings, and other indicated enclosures which are dedicated to
the electrical system, shall comply with the requirements of this Section.
2.02 PVC SCHEDULE 40 CONDUIT (PVC-40)
A. Manufacturers:
1. Cantex
2. Carlon
3. Or Equivalent
B. PVC schedule 40 conduit (PVC-40) that meets the requirements of UL 651 Electrical
Rigid Nonmetallic Conduit and ANSI/NFPA 70 National Electrical Code, Article 352.
C. Conduits shall be rated for 90-degree C wiring and Sunlight resistant.
D. Associated fittings shall meet the requirements of UL and ANSI C80 standards for the
applicable raceway system.
E. Furnish fittings and conduit bodies that meet the requirements of UL 651.
2.03 RIGID METAL CONDUIT AND TUBING (RMC)
A. Manufacturers:
1. Wheatland Tube Company
2. Western Tube and Conduit
3. Republic Tubing
MAY 2021 SECTION 26 05 33.13
KELLER-HEVENLY WATER SYSTEM CONDUIT FOR ELECTRICAL SYSTEMS
IMPROVEMENT PROJECT-PHASE 2 1
4. Or Equivalent
B. Rigid Metal (Steel) Conduit (RMC) that meets the requirements of UL 6 Electrical Rigid
Metal Conduit - Steel, ANSI C80.1 - Electrical Rigid Steel Conduit (ERSC), and
ANSI/NFPA 70 National Electrical Code, Article 344.
C. Associated fittings shall meet the requirements of UL and ANSI C80 standards for the
applicable raceway system.
D. For Rigid Metal Conduit, furnish zinc-plated, threaded, malleable iron fittings and
conduit bodies that meet the requirements of UL 514B Conduit, Tubing, and Cable
Fittings, and ANSI/NEMA FB1 Fittings, Cast Metal Boxes, and Conduit Bodies for
Conduit, Electrical Metallic Tubing, and Cable.
2.04 ELECTRICAL UTILITY BOXES
A. Electrical utility boxes shall be concrete 13 '/4" x 24 '/2" with a steel checker plate cover.
Boxes shall be Christy N30 Box with B30-61-D Steel checker plate cover, or equal.
PART 3 — EXECUTION
3.01 LAYOUT
A. Construction staking shall be per Section 01 71 23.16 — Construction Surveying.
3.02 TRENCH EXCAVATION, BEDDING, AND BACKFILL
A. Perform trench excavation, bedding, and backfill in accordance with Section 31 23 00 —
Excavation and Fill.
3.03 CONDUIT
A. Joints shall be tight, thoroughly grounded, secure, and free of obstructions in the pipe.
Conduit shall be adequately reamed to prevent damage to the wires and cables inside.
Strap wrenches and vises shall be used to install conduit to prevent wrench marks on
conduit. Conduit with wrench marks shall be replaced.
B. Wherever conduit enters substructures below grade, the conduit shall be sloped to drain
water away from the structure. Extreme care shall be taken to avoid pockets or
depressions in conduit.
C. Provide conduit seal fittings at the following locations:
1. In hazardous classified locations, in strict accordance with the NEC.
2. Where shown on the drawings.
D. Conduit, fittings, and boxes required in hazardous classified areas shall be suitably
rated for the area and shall be provided in strict accordance with NEC requirements.
MAY 2021 SECTION 26 05 33.13
KELLER-HEVENLY WATER SYSTEM CONDUIT FOR ELECTRICAL SYSTEMS
IMPROVEMENT PROJECT-PHASE 2 2
E. Empty conduits shall be tagged at both ends to indicate the final destination. Where it is
not possible to tag the conduit, destination shall be identified by a durable marking on
an adjacent surface. A pull-cord shall also be installed in each empty conduit. This
shall apply to conduits in floors, panels, manholes, equipment, etc.
END OF SECTION
MAY 2021 SECTION 26 05 33.13
KELLER-HEVENLY WATER SYSTEM CONDUIT FOR ELECTRICAL SYSTEMS
IMPROVEMENT PROJECT-PHASE 2 3
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MAY 2021 SECTION 26 05 33.13
KELLER-HEVENLY WATER SYSTEM CONDUIT FOR ELECTRICAL SYSTEMS
IMPROVEMENT PROJECT-PHASE 2 4
DIVISION 31
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SECTION 31 25 00
EROSION AND SEDIMENTATION CONTROL
PART1 GENERAL
1.01 SUMMARY
A. Section Includes: provision, installation and maintenance of temporary erosion
control devices and vegetation protective fencing during construction and
revegetation of disturbed areas after construction.
B. Related Sections:
1. 01 50 00 - Temporary Facilities and Control
2. 31 23 19 - Dewatering
3. 31 20 00 - Earthwork
PART2 PRODUCTS
2.01 GENERAL
A. Temporary erosion control measures include filter fabric fence and/or other
approved sediment control barriers.
PART 3 EXECUTION
3.01 GENERAL
A. A pre-grading inspection attended by the District, TRPA, Lahontan and the
Contractor is required prior to commencement of any grading activities.
B. Erosion control work is subject not only to the approval of the Engineer, but also to
the approval of both the TRPA and Lahontan representatives for the project.
C. Erosion control measures shall be installed as shown on the Plans or as otherwise
directed by the Engineer, TRPA or Lahontan.
D. Filter fabric fence and/or sediment control barriers shall be properly installed and
conscientiously maintained during the project and, if requested by the Engineer,
shall be left in place after completion of construction.
E. The Contractor shall locate material stockpiles away from drainages, upslope from
excavations where practical, and generally so as to minimize erosion potential in
the event of a storm. The Contractor shall have on hand plastic sheeting to cover
small spoils piles during storms
FEBRUARY 2021 SECTION 31 25 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT- PHASE 2 EROSION AND SEDIMENTATION
CONTROL
1
F. In addition to these requirements, the Contractor shall all times abide by and be in
compliance with the requirements of the District's Erosion Control Plan for Capital
Improvement Projects (attached).
3.02 DISTURBED AREAS
A. Grading and ground disturbance shall be limited to the areas of work as shown on
the Plans.
END OF SECTION
FEBRUARY 2021 SECTION 31 25 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT- PHASE 2 EROSION AND SEDIMENTATION
CONTROL
2
DIVISION 33
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SECTION 33 13 00
WATER PIPELINE TESTING AND DISINFECTION
PART1 GENERAL
1.01 SUMMARY
A. Section Includes: flushing, testing and disinfection of all pipelines and
appurtenances for water.
B. Related Sections:
1. 33 14 13 -Water Distribution Piping
2. 33 14 19 -Water Valves
3. 33 14 17 -Water Service Connections
1.02 REFERENCES
A. American Water Works Association (AWWA)
1. B300 Hypochlorites.
2. C200 Steel Water Pipe 6" in Diameter and Larger
3. C600 Installation of Ductile Iron Water Pipes and Their Appurtenances
4. C651 Disinfecting Water Mains.(attached)
5. C900 Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In.-12
In. for Water Transmission and Distribution
6. C906 Polyethylene (PE) Pressure Pipe and Fittings, 4 In. (100 mm) through 63
in. (1,600 mm), for Water Distribution and Transmission.
1.03 CONTRACTOR SUBMITTALS
A. Submittals shall be made in accordance with Section 01 33 00 Submittals Process.
B. The following submittals and specific information shall be provided.
1. A testing schedule, including proposed plans for water conveyance, control,
disposal, and disinfection, shall be submitted in writing for approval a minimum
of 48 hours before testing is to start.
1.04 QUALITY ASSURANCE
A. Comply with the Section 01 43 00 Quality Assurance.
PART2 PRODUCTS
2.01 MATERIALS REQUIREMENTS
A. All test equipment, chemicals for disinfection, temporary valves, bulkheads, or other
water control equipment and materials shall be determined and furnished by the
5/13/2021 SECTION 33 13 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT- PHASE 2 WATER PIPELINE TESTING
AND DISINFECTION
1
Contractor subject to the Engineer's approval. No materials shall be used which
would be injurious to the construction or its future function.
B. Chlorine for disinfection shall be in the form of sodium hypochlorite solution only.
Sodium hypochlorite shall be in accordance with the requirements of AWWA B300.
PART 3 EXECUTION
3.01 GENERAL
A. Unless otherwise provided herein, water for testing and disinfecting water pipelines
will be furnished by STPUD; however, the Contractor shall make all necessary
provisions for conveying the water from STPUD-designated source to the points of
use.
B. All pressure pipelines shall be tested. Disinfection shall be accomplished by
chlorination and shall be completed by the contractor. All bacteriological testing
operations shall be performed by District Laboratory Personnel in the presence of
the Engineer and Contractor.
C. Disinfection operations shall be scheduled by the Contractor as late as possible
during the contract time period so as to assure the maximum degree of sterility of
the facilities at the time the Work is accepted by the Engineer and the Inspector.
Mains, services, and hydrants shall be tested at the same time. Bacteriological
testing shall be performed by District Laboratory Personnel in the presence of the
Engineer and Contractor.
3.02 HYDROSTATIC TESTING OF PIPELINES
A. Pressure Test with Maximum Leakage Allowance for Steel, Ductile Iron, or PVC
Pipe
1. All PVC, Ductile Iron, and Steel pressure pipe shall be tested for leakage per
AWWA C200, C600, or C900 depending on pipe type, for a minimum duration
of 2 hours at 150 psi and measured at the lowest point in the line. Any sections
of the pipelines indicating more than the allowable leakage shall be repaired
and retested until the leakage is less than the allowable indicated below. The
leakage test shall be made after backfilling. Any visible leaks shall also be
repaired.
2. Do not test sections longer than 2,000 ft. in total pipe length without prior
approval of the Engineer.
3. Pressure test piping after completion of visible leaks test during water
absorption period.
4. Accurately measure the makeup water necessary to maintain the pressure in
the piping section under test during the pressure test period.
5. Successful completion of the pressure test with maximum leakage allowance
shall have been achieved when the observed leakage during the test period is
equal or less than the allowable leakage and no damage to piping and
appurtenances has occurred. Calculate the allowable leakage by the following
formula:
5/13/2021 SECTION 33 13 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT- PHASE 2 WATER PIPELINE TESTING
AND DISINFECTION
2
L = (S*D*,�,[P)
133,200
Wherein the terms shall mean:
L = Allowable leakage in gallons per hour.
S = Length of the test section in feet.
D = Nominal diameter of the piping in inches.
P = Average observed test pressure in pounds per square inches, gauge,
at the lowest point of the test section, corrected for elevation of the
pressure gauge.
B. Pressure Test with Maximum Leakage Allowance for HDPE Pipe
1. All HDPE pressure pipe shall be tested for leakage per AWWA C906.
3.03 DISINFECTING PIPELINES
A. New Mains
1. General
a. All equipment and pipelines intended to carry potable water shall be
sterilized before placing in service.
b. Disinfection and bacteriological testing of new mains shall be performed in
accordance with the guidelines provided by AWWA C651, in addition to
the standards written below.
2. Flushing
a. Before disinfection, the Contractor shall ensure all foreign matter has
been flushed from equipment and pipeline.
b. Contractor shall provide hoses and temporary pipes as required to
dispose of flushing water without damage to adjacent properties.
c. Flushing velocities shall be at least 2.5 fps. For large diameter pipe where
it is impractical or impossible to flush the pipe at 2.5 fps velocity, clean the
pipeline in place from the inside by brushing and sweeping, then flush the
line at a lower velocity.
d. Water used for disinfection may be discharged into the District's
sanitary sewer manhole at the project site with prior approval of the
Engineer. During any discharge into the District's sewer system, the
Contractor shall provide monitoring to assure against surcharging
the system.
3. Additions to AWWA C651:
a. Strict adherence to all sections of AWWA standard C651 is required.
b. Section 4.1 of AWWA C651 shall be followed as written except that
sodium hypochlorite is the only form of chlorine to be used for disinfection.
c. Section 5.1.1 of AWWA C651 shall be followed as written except that at
least two sample sets, obtained on successive days at a minimum of 24
hours apart, shall be collected from the new main and each branch.
1) A sample set consists of three samples for every 1,200 foot section
of pipelines: one at the each end and one in the middle. An extra
sample is needed for each additional 600 feet of pipe.
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT-PHASE 2 WATER PIPELINE TESTING
AND DISINFECTION
3
2) Water service lateral connections or dedicated sample ports should
be used for sample taps. Samples must not be taken from fire
hydrants, unless approved by the Engineer.
3) The sample tap should be flushed enough to clear the sample line
and ensure that the sample is from the main. Sample taps should be
installed at least one (1) foot above grade to prevent contamination
from soil.
d. A standard heterotrophic plate count (HPC) will be required. This sample
will be drawn at the same time as the first sample set for coliforms. HPC
must be less than 500 cfu per mL, in accordance with Section 5.1.4 of
AWWA C651.
4. Disinfection and Testing Procedures:
a. Charge and chlorinate the line in accordance with AWWA C651, as
modified above. Record initial chlorine level in main.
b. The chlorinated water shall be retained in the pipeline for at least 24-
hours. If water temperature is less than 5 degrees C, the time required for
the chlorinated water to remain in the pipeline shall be no less than
48-hours.
c. All valves and hydrants in the treated section shall be operated during the
24-hour chlorination period to disinfect the appurtenances.
d. At the end of the 24-hour period (or 48-hour period as required in Part
3.03.A.4.a, above), the treated water in all portions of the main shall be
tested by District laboratory personnel and found to have a residual of not
less than 10 mg/L free chlorine.
e. Before bacteriological sampling, the main shall be flushed so that the total
chlorine residual is no greater than that currently in the water distribution
system.
f. Samples for bacteriological and HPC testing shall be collected by District
laboratory personnel.
g. After 24-hours, a second set of samples for bacteriological testing shall be
collected by District laboratory personnel.
5. The new main shall be approved as disinfected when all of the following have
been achieved:
a. All bacteriological tests on two successive days must be negative for total
coliform organisms.
b. HPC is found to be less than 500 cfu per mL, in accordance with Section
5.1.4.
6. Scheduling
a. The time required for completing the disinfection and bacteriological
testing is at least 4 days and can require up to 6 days, even if test results
are acceptable on the first try.
b. If the test results show the presence of coliform organisms, more time will
be required for further disinfection and testing.
c. Flushing of the disinfected water main may take considerable time and
should be considered in scheduling work.
d. The laboratory should be notified at least 24-hours prior to initial
disinfection.
e. The Contractor shall provide personnel to assist the District lab personnel
to obtain samples.
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KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT-PHASE 2 WATER PIPELINE TESTING
AND DISINFECTION
4
B. Repaired Mains, including system interties: The disinfection and bacteriological
testing of repaired water mains shall be performed in accordance with the
guidelines provided by AWWA C651 and the additions that are written below.
1. All repairs performed by the Contractor, shall be coordinated with the Engineer
2. New pipe segments and fitting shall be swabbed with sodium hypochlorite, as
well as the exposed ends of the repaired section.
3. Schedule lab to take tests within 24 hours. Continue until two (2) consecutive
negative samples are collected. Corrective action by the contractor may be
required and could include flushing, charging, slug chlorination and/or
additional repairs at the direction of the Engineer.
END OF SECTION
5/13/2021 SECTION 33 13 00
KELLER-HEAVENLY WATER SYSTEM IMPROVEMENTS PROJECT-PHASE 2 WATER PIPELINE TESTING
AND DISINFECTION
5
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AND DISINFECTION
6
SECTION 33 16 23
FACTORY POWDER COATED BOLTED STEEL TANK
PART 1 — GENERAL
1.01 SCOPE
A. This specification covers the furnishing of all labor, material, equipment, tools, services
and erection of a Factory Powder Coated Bolted Steel water storage tank as shown on
the plans and specified herein.
B. The bolted steel tank shall conform to the requirements of American Water Works
Association (AWWA) D103-19 Standard for Factory-Coated Bolted Carbon Steel Tanks
for Water Storage.
1.02 CONTRACTOR SUBMITTALS
A. Shop Drawings: Submit shop drawings of the bolted steel reservoir and all accessories
for review and approval by the engineer prior to beginning any related shop fabrication or
erection. Include sufficient data to show that the reservoir and accessories conform to
the requirements to these Specifications.
Submittals shall include:
1. Design calculations, signed by a civil or structural engineer registered in the State
of California.
2. Fabrication and erection drawings and details for the reservoir and all accessories.
3. Certified mill tests on steel plate and structural members demonstrating that the
physical and chemical requirements of this Specification have been met.
PART 2 — PRODUCTS
2.01 GENERAL DESCRIPTION
A. The Manufacturer shall furnish, erect and test the tank, as required by AWWA.D103-19.
The Manufacturer shall be completely responsible for the construction and satisfactory
performance of the tank during the guarantee period. The tank shall conform to AWWA
0103-19, to the latest edition Building Code, and to the requirements of the plans and
these Specifications. The supplier shall submit for approval complete and detailed plans
for the tank and appurtenances.
B. The Factory Powder Coated, bolted steel tank shall have an actual capacity of 150,000
gallons. It shall have a nominal diameter of 31'0" and a nominal height of 30'6"
(assumes 4' freeboard). The Tank Manufacturer or Tank Engineer shall verify the
nominal tank height based on seismic sloshing. A cone roof, sloped to drain toward
the shell, shall be provided. Provide the reservoir complete with all pipe connections,
MAY 2021 SECTION 33 16 23
KELLER-HEAVENLY WATER SYSTEM FACTORY POWDER COATED BOLTED STEEL TANK
IMPROVEMENT PROJECT-PHASE 2 1
access openings, nozzles, taps, drains, ladders, vent, and other accessories as shown
on the plans or required herein.
2.02 DESIGN DATA
A. The following data and information are supplied as a basis for design and erection of the
tank and appurtenances per AWWA D-103:
1. Tank Capacity & Dimensions
a. Actual Capacity 150,000 gallons
b. Nominal Inside Diameter 31'0"
C. Nominal Tank Height 30'6" (w/4'
freeboard*)
* Refer to Subpart 2.01, paragraph B.
2. Seismic Design Criteria
a. Seismic Use Group III
b. Seismic Importance Factor, IE 1.50
C. Site Class C
d. Ss(for Site Class B) 1.472 g
e. S1 (for Site Class B) 0.522 g
f. Fa 1.2
g. Fv 1.478
3. Design Wind Loading
a. Design Wind Speed, V 130 mph
b. Gust Factor, G 1.0
C. Importance Factor, 1 1.15
d. Exposure Category C
4. Roof Design Loading
a. Roof Live Load 25 Ib/ft2
b. Ground Snow Load 150 Ib/ft2
5. Liquid to be stored Potable water
6. Allowable Soil Bearing Pressure 4,500 psf
(Dead loads plus full time live loads)
7. Allowable Soil Bearing Pressure 6,000 psf
(Dead loads plus live loads, plus transient wind, or seismic loads)
MAY 2021 SECTION 33 16 23
KELLER-HEAVENLY WATER SYSTEM FACTORY POWDER COATED BOLTED STEEL TANK
IMPROVEMENT PROJECT-PHASE 2 2
2.03 MATERIALS
A. Plates and Sheets. Plates and sheets shall conform to appropriate ASTM designation as
set forth in Section 4.4, AWWA D103-09, and shall have a minimum yield strength of
30,000 psi.
B. Structural Shapes. Structural shapes shall conform to the requirements and ASTM
designations of AWWA D103-09 section 4.5
C. Bolts. Tank joint bolting shall be minimum '/2" diameter, shall meet the requirements of
AWWA D103-09 section 4.2.1. and have tensile strength of at least 120,000 pounds per
square inch.
D. Gaskets and Sealant. All gaskets and sealants used on this tank shall conform to the
requirements of AWWA D103-09 section 4.10.
2.04 ACCESSORIES
A. Shell Manhole: Provide a 30" steel reinforced shell manhole located as shown on the
drawings. The center of the manhole shall be located 30 inches above the bottom of the
tank.
B. Shell Cleanout Opening: Provide a 12" x 12" steel reinforced square opening with
removable face plate that extends a minimum of 3" beyond the concrete foundation and
flush with the bottom of the tank floor as shown on the drawings.
C. Sample Tap and Transducer Port: Provide an 18" x 18" square opening with a hinged
3/8" flanged steel plate cover. Include 1" rigid insulation foam glued to cover and 1/8"
thick neoprene gasket glued to plate. The steel reinforced opening shall extend a
minimum of 5" past tank shell to the outside of tank and extend a minimum of 25" to the
inside of tank as shown on the drawings. Provide penetrations for sample tap, pressure
transducer and conduit as detailed on drawings.
D. Pipe Connections:
1. Provide inlet nozzle, outlet nozzle, and overflow outlet as shown on the plans. Pipe
assemblies shall be epoxy lined and coated for corrosion protection as specified in
Section 40 05 11 paragraph 2.05.
E. Overflow pipe: Provide steel internal overflow pipe, internal weir box, if required, and
supports as shown on the plans. Overflow pipe assembly shall be epoxy lined and
coated for corrosion protection as specified in Section 40 05 11 paragraph 2.05.
F. Ladders:
1. Provide a galvanized steel welded exterior ladder with backguard and cable safety
climb assembly ("LadSaf" or approved equal) as shown on the plans. The ladder
shall have a lockable closure at the bottom and anti-climb cage.
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KELLER-HEAVENLY WATER SYSTEM FACTORY POWDER COATED BOLTED STEEL TANK
IMPROVEMENT PROJECT-PHASE 2 3
2. Provide a stainless steel welded interior ladder with cable safety climb assembly
("LadSaf' or approved equal). Ladder brackets shall include 7/32" diameter hole
for magnesium rod anodes where shown on drawings.
3. Provide a landing platform and railing system adjacent to tank roof that is
consistent with all OSHA regulations as indicated on the plans.
G. Conduit and control panel supports: Provide supports for conduits and future control
panel on exterior tank wall, Unistrut or approved equal. Include "anti-climb" assembly
attached to exterior of tank wall as shown on drawings.
H. Gaskets and sealants shall meet or exceed AWWA, FDA, and EPA standards for potable
water.
I. Anchor bolts and stirrups, if required, to be furnished by the tank manufacturer.
J. Cathodic Protection Provisions: Provide 2"x2"x1/4" angle iron brackets for magnesium
rod anode assembly where shown on drawings. 6 brackets each on tank floor and wall.
PART 3 — EXECUTION
3.01 PROTECTIVE COATING
A. General: All metal plates, supports, members and miscellaneous parts, except bolts,
shall be Factory Powder Coated in accordance with AWWA D103, Section 12.6 and this
Section. Field coating, other than touch-up, will not be permitted.
B. Surface Preparation:
1. All steel surfaces shall be shot blasted to equivalent of a SP 10 or better near
white metal finish. The surface anchor pattern shall be no less than 1.5 mils.
2. Spray a final Deionized water rinse with Silica-Zirconium (Si-Zr) sealer to prevent
rusting prior to the powder coating application and provide additional level of
corrosion protection
3. All steel surfaces shall drip dry for seven (7) minutes prior to entering the dry off
oven for eight (8) minutes at 425 degrees F.
C. Coating:
1. All interior steel surfaces, support members and miscellaneous parts shall receive
5 mils minimum dry film thickness using Dupont/Axalta "Tank Tan" (An NSF 61
Approved, Thermal Set Epoxy Powder Coating). Dry film thickness will be tested
as per SSPC-PA 2 Level 1 with no averaging.
2. All exterior steel surfaces, support members and miscellaneous parts shall receive
minimum 2 mils dry film thickness "Tank Tan" primer under 3 mils minimum dry
film thickness using Dupont "Superior Sand" (A Thermal Set TGIC-Polyester
Powder Coating), for a total of 5 mils. Dry film thickness will be tested as per
SSPC-PA 2 Level 1 with no averaging.
MAY 2021 SECTION 33 16 23
KELLER-HEAVENLY WATER SYSTEM FACTORY POWDER COATED BOLTED STEEL TANK
IMPROVEMENT PROJECT-PHASE 2 4
3. After erection, the interior lining on the shell and floor will be holiday tested as per
NACE SPO-188.
4. NOTE: Painted, uncoated, or glass lined bolted tanks and FRP tanks are not
considered equal.
3.02 CONSTRUCTION
A. Field erection of Factory Powder Coated bolted steel tanks shall be in strict compliance
with manufacturer's recommendations and performed by manufacturer's employees or
certified erection crew to alleviate any potential disputes in coating quality or erection
thereof. Particular care shall be exercised in handling and bolting of the tank plates,
supports, and members to avoid abrasion or scratching the coating. Prior to placing
water in the tank, a "holiday" inspection of the entire tank, corners included, will be
provided and performed by the manufacturer in the presence of the owner. Touch-up
coating shall be done per the manufacturer's recommendations where needed and as
directed to achieve 100% holiday-free surface.
3.03 TESTING AND INSPECTION
A. DISINFECTION:
1. Upon completion of reservoir painting, and after the final coat has dried and cured, the
reservoir shall be cleaned and disinfected in accordance with AWWA C652
chlorination method 2 or 3. Water for disinfection will be provided by the District. The
Contractor shall schedule disinfection of the reservoir to coincide with water
availability.
2. Prior to disinfection, all interior surfaces shall be washed with clean water using a
high- pressure water blaster. All water, dirt, and foreign material accumulated in this
cleaning operation shall be discharged from the tank.
3. Disposal of chlorinated water shall be through the tank drain after de-chlorination and
in accordance with South Tahoe Public Utility District NPDES permit requirements.
B. TESTING FOR BACTERIA, TURBIDITY, AND VOLATILE ORGANIC
CONSTITUENTS:
Following disinfection of the tank, a 5-day soak test shall be completed in the following
sequence:
1. Contractor shall fill the tank to the overflow level with water having a free chlorine
residual equal to the distribution system background level, plus or minus 0.1 mg/L.
Potable water for the first test will be provided by the District at no cost to the
Contractor.
2. Water shall be allowed to stand for a 5-day soaking period.
3. On the fourth day of the 5-day soaking period, the District will collect water samples
and transport them to a certified laboratory approved by the State of California
MAY 2021 SECTION 33 16 23
KELLER-HEAVENLY WATER SYSTEM FACTORY POWDER COATED BOLTED STEEL TANK
IMPROVEMENT PROJECT-PHASE 2 5
Department of Public Health to test for the following constituents: coliform,
heterotrophic plate count, and turbidity. The results of the testing should demonstrate
(1) the absence of coliform organisms and (2) a heterotrophic plate count
concentration less than or equal to 500 cfus/mL. To collect the water samples, the roof
access hatch and bottom sample port must be easily accessible. The District will be
responsible for the costs associated with the laboratory analytical testing.
4. On the fifth day of the 5-day soaking period, the District will collect water samples and
transport them to a certified laboratory approved by the State of California Department
of Public Health to test for the following constituents: coliform, heterotrophic plate
count, turbidity, and volatile organic compounds. The results of the testing should
demonstrate (1) the absence of coliform organisms, (2) a heterotrophic plate count
concentration less than or equal to 500 cfus/mL, and (3) concentrations of the volatile
organic compounds less than the action levels recommended by the State of
California Department of Public Health. To collect the water samples, the roof access
hatch and bottom sample port must be easily accessible. The District will be
responsible for the costs associated with the laboratory analytical testing.
5. If the results from the laboratory analytical testing are deemed acceptable, then the
water can remain in the tank forservice.
If coliform organisms are detected or a heterotrophic plate count concentration is
greater than 500 cfus/mL, then the water in the tank shall be chlorinated and retested
until satisfactory results are obtained. Retesting if required shall be at the Contractor's
expense. This process shall continue until the sample passes. The District will deduct
the cost of water used to refill the tank from progress payments due the Contractor.
The cost of the water will be $2.12 per 100 cubic feet per occurrence.
If the concentrations of the volatile organic contaminants exceed the action levels
recommended by the State of California Department of Public Health, the Contractor
shall drain the tank, cure and force-ventilate the tank for a minimum of 10 days,
disinfect, refill, allow to soak, and retest at his expense. This process shall continue
until the sample passes. The District will deduct the cost of water used to refill the tank
from progress payments due the Contractor. The cost of the water will be $2.12 per
100 cubic feet per occurrence.
C. LEAK TEST
The tanks shall be leakage tested prior to connecting any permanent piping. Testing
shall be by filling the tanks to the overflow elevation using water. The water shall be
allowed to remain in the tanks for at least 48 hours. During that time no leakage will
be allowed. Any leakage shall be considered as cause of failure of the test. All leaks
shall be repaired by the Contractor in strict accordance with the manufacturers' written
instructions or the tank shall be replaced with a new tank meeting these specifications
at no additional cost to the District. After repair of the leak (or tank replacement), the
leakage test shall be repeated. This procedure shall be repeated until a successful
test is achieved.
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KELLER-HEAVENLY WATER SYSTEM FACTORY POWDER COATED BOLTED STEEL TANK
IMPROVEMENT PROJECT-PHASE 2 6
3.04 WARRANTY
A. The tank manufacturer shall warrant the tank against any defects in workmanship and
materials for a period of one (1) year from the date of acceptance. In the event any such
defect should appear, it should be reported in writing to the manufacture during the
warranty period.
END OF SECTION
MAY 2021 SECTION 33 16 23
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IMPROVEMENT PROJECT-PHASE 2 7
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KELLER-HEAVENLY WATER SYSTEM FACTORY POWDER COATED BOLTED STEEL TANK
IMPROVEMENT PROJECT-PHASE 2 8
DIVISION 40
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SECTION 40 05 02
PIPING CONNECTIONS
PART 1--GENERAL
1.01 DESCRIPTION
This section specifies the following methods of connecting metallic piping: flanges
and welding.
1.02 REFERENCES
This section contains references to the following documents. They are a part of this
section as specified and modified. Where a referenced document contains references to
other standards, those documents are included as references under this section as if
referenced directly. In the event of conflict between the requirements of this section and
those of the listed documents, the requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents
in effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective date
of the Agreement if there were no Bids). If referenced documents have been
discontinued by the issuing organization, references to those documents shall mean the
replacement documents issued or otherwise identified by that organization or, if there
are no replacement documents, the last version of the document before it was
discontinued. Where document dates are given in the following listing, references to
those documents shall mean the specific document version associated with that date,
regardless of whether the document has been superseded by a version with a later
date, discontinued or replaced.
Reference Title
ANSI B16.5 Pipe Flanges and Flanged Fittings
ANSI B18.2.1 Square and Hex Bolts and Screws Inch Series
ANSI B18.2.2 Square and Hex Nuts (Inch Series)
ASTM B98 Copper-Silicon Alloy Rod, Bar and Shapes
ASTM F37 Standard Test Methods for Sealability of Gasket Materials
ASTM F104 Standard Classification System for Nonmetallic Gasket
Materials
ASTM F152 Standard Test Methods for Tension Testing of Nonmetallic
Gasket Materials
ASTM F593 Stainless Steel Bolts, Hex Cap Screws, and Studs
MAY 2021 SECTION 40 05 02
Keller-Heavenly Water System Improvements Project—Phase 2 PIPING CONNECTIONS
1
Reference Title
AWWA C206 Field Welding of Steel Water Pipe
AWWA C207 Steel Pipe Flanges for Waterworks Service-Size 4 in. through
144 in.
AWWA M11 Steel Pipe-A Guide for Design and Installation
NSF 61 Drinking Water System Components - Health Effects
PART 2--PRODUCTS
2.01 FLANGE ASSEMBLIES
A. FLANGES:
1. GENERAL: Flanges shall either be flat flanges as specified in the
following paragraphs.
2. FLAT FLANGES: Class 150 and Class 300 forged steel flanges shall
be raised face conforming to ANSI B16.5. Lightweight slip-on flanges shall be plain face
conforming to AWWA C207, Class B and ANSI B16.5. Unless otherwise specified, steel
flanges shall be ANSI B16.5, Class 150 or AWWA C207, Class D. Plain faced flanges
shall not be bolted to raised face flanges.
B. GASKETS:
Flange gaskets shall be full faced, compressed non-asbestos 1/1 6-inch thick.
Gaskets for plain faced flanges shall be the full face type. Thickness shall be 1/16
inch for pipe 10 inches and less in diameter and 1/8 inch for pipe 12 inches and larger in
diameter. Unless otherwise specified, gaskets for raised face flanges shall match the
raised face and shall be 1/16 inch thick for pipe 3-1/2 inches and less in diameter and 1/8
inch thick for pipe 4 inches and larger.
C. BOLTS:
Flange assembly bolts shall be ANSI B18.2.1 standard square or hexagon head
bolts with ANSI B18.2.2 standard hexagon nuts. Threads shall be ANSI Bl.1, standard
coarse thread series; bolts shall be Class 2A, nuts shall be Class 2B. Bolt length shall
conform to ANSI B16.5.
Unless otherwise specified, bolts shall be carbon steel machined bolts with hot
pressed hexagon nuts. Bolts for submerged service shall be made of Type 316 stainless
steel in conformance with ASTM F593, marking F593F. Nuts for submerged service shall
be made of copper-silicon alloy bronze conforming to ASTM B98, alloy C65100,
designation H04 or alloy C65500, designation H04. Bolts and nuts for buried service shall
MAY 2021 SECTION 40 05 02
Keller-Heavenly Water System Improvements Project—Phase 2 PIPING CONNECTIONS
2
be made of noncorrosive high-strength, low-alloy steel having the characteristics specified
in ANSI/AWWA C111/A21, regardless of any other protective coating. Where washers are
required, they shall be of the same material as the associated bolts.
D. COATINGS:
Protective coating shall be as specified in Section 40 05 11 paragraph 2.05. For
buried applications exterior coating shall also include both of the following.
1. Petrolatum wrap tape consisting of plastic fiber felt saturated with
petrolatums, plasticizers, and corrosion inhibitors.
a. Trenton No. 1 Wax Tape (Trenton Corporation)
b. Or equal.
2. "Rock Shield" type material
a. Trenton Guard Wrap (Trenton Corporation)
b. Poly-ply (Trenton Corporation)
c. Or equal.
PART 3--EXECUTION
3.01 PIPE WELDING
Welds for piping systems shall be made in accordance with AWWA C206.
**END OF SECTION**
MAY 2021 SECTION 40 05 02
Keller-Heavenly Water System Improvements Project—Phase 2 PIPING CONNECTIONS
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MAY 2021 SECTION 40 05 02
Keller-Heavenly Water System Improvements Project—Phase 2 PIPING CONNECTIONS
4
SECTION 40 05 11
STEEL PIPE
PART 1--GENERAL
1.01 DESCRIPTION
This section specifies steel pipe and fittings.
1.02 QUALITY ASSURANCE
A. REFERENCES:
This section contains references to the following documents. They are a part of this
section as specified and modified. Where a referenced document contains references to
other standards, those documents are included as references under this section as if
referenced directly. In the event of conflict between the requirements of this section and
those of the listed documents, the requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents
in effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective date
of the Agreement if there were no Bids). If referenced documents have been
discontinued by the issuing organization, references to those documents shall mean the
replacement documents issued or otherwise identified by that organization or, if there
are no replacement documents, the last version of the document before it was
discontinued. Where document dates are given in the following listing, references to
those documents shall mean the specific document version associated with that date,
regardless of whether the document has been superseded by a version with a later
date, discontinued or replaced.
Reference Title
ANSI B16.3 Malleable Iron Threaded Fittings, Class 150 and 300
ANSI B16.9 Factory-Made Wrought Steel Buttwelding Fittings
ANSI B16.11 Forged Steel Fittings, Socket-Welding and Threaded
ASTM A36/A36M Structural Steel
ASTM A47 Ferritic Malleable Iron Castings
ASTM A53 Pipe, Steel, Black and Hot-Dipped, Zinc-Coated
Welded and Seamless
ASTM Forgings, Carbon Steel, for Piping Components
A105/A105M
MAY 2021 SECTION 40 05 11
Keller-Heavenly Water System Improvement Project—Phase 2 STEEL PIPE
1
Reference Title
ASTM Al06 REV A Seamless Carbon Steel Pipe for High-Temperature
Service
ASTM A197 Cupola Malleable Iron
ASTM Pipe Fittings of Wrought Carbon Steel and Alloy
A234/A234M Steel for Moderate and Elevated Temperatures
ASTM Low and Intermediate Tensile Strength Carbon Steel
A283/A283M REV Plates, Shapes and Bars
A
ASTM A536 Ductile Iron Castings
ASTM Hot-Rolled Carbon Steel Sheet and Strip, Structural
A57O/A57OM Quality
ASTM High Strength Low Alloy Columbium-Vanadium
A572/A572M REV Steels of Structural Quality
B
AWWA C2O0 Steel Water Pipe 6 Inches and Larger
AWWA C2O5 Cement-Mortar Protective Lining and Coating for
Steel Water Pipe--4 In. and Larger-- Shop Applied
AWWA C2O6 Field Welding of Steel Water Pipe
AWWA C2O7 Steel Pipe Flanges for Waterworks Services--Sizes 4
In. Through 144 In.
AWWA C2O8 Dimensions for Fabricated Steel Water Pipe Fittings
AWWA C2O9 Cold-Applied Tape Coating for Special Sections,
Connections, and Fittings for Steel Water Pipelines
AWWA C210 Liquid Epoxy Coating Systems for the Interior and
Exterior of Steel Water Pipe
AWWA C214 Tape Coating Systems for the Exterior of Steel Water
Pipelines
AWWA C6O0 Installation of Ductile-Iron Water Mains and Their
Appurtenances
AWWA M11 Steel Pipe--A Guide for Design and Installation
SSPC-SP1O Near-White Blast Cleaning
B. TESTING:
Factory testing shall conform to the requirements of AWWA C2OO.
MAY 2021 SECTION 40 05 11
Keller-Heavenly Water System Improvement Project—Phase 2 STEEL PIPE
2
PART 2--PRODUCTS
2.01 PIPE MATERIALS
Steel pipe and fittings shall be provided in accordance with AWWA C200.
Steel for pipe fabricated to meet requirements of AWWA C200 shall conform to the
requirements of ASTM A36 or ASTM A572, Grade 42.
2.02 PIPE MANUFACTURE
AWWA C200 pipe shall be straight or spiral seam. The minimum wall thickness
shall be 7 gage for pipe 6 inch through 24 inch diameter and 1/4 inch for pipe 26 inch
diameter and larger. Increased shell thickness shall be provided where specified.
2.03 CONNECTIONS
Connections shall conform to Section 40 05 02. Coating for buried connections
shall be as specified in paragraph 40 05 02-2.01.
2.04 FITTINGS
Fittings shall be steel and shall conform to ASTM A36 or A572 Grade 42. Fittings
shall conform to AWWA C200 and AWWA C208, except where specific dimensions are
called out on the Plans. Steel fittings shall be designed in accordance with AWWA
Manual M11 . Fittings shall be heated and cured in accordance with the manufacturer's
recommendation. Fittings and headers fabricated from steel pipe require hydrostatic
testing.
2.05 LINING AND COATING
Steel pipe and fittings shall be coated inside and outside with a 100% solids,
thermosetting, fusion bonded dry powder epoxy resin (Scotchkote No. 206-N as
manufactured by 3M Company, or equal). Application shall be by the fluidized bed
method. Coating thickness shall be at least 10 mils DFT. Surface preparation shall
include grinding of all irregularities, welds, and weld splatter and blasting to a near white
surface in accordance with Steel Structures Painting Council (SSPC) Guidelines (SP-10).
2.06 PRODUCT DATA
The following information shall be provided in accordance with Section 01 33 00:
1. Affidavits of Compliance with AWWA C200.
PART 3--EXECUTION
MAY 2021 SECTION 40 05 11
Keller-Heavenly Water System Improvement Project—Phase 2 STEEL PIPE
3
3.01 INSTALLATION
A. GENERAL:
Pipe shall be installed in accordance with AWWA M11, Chapter 16. Welded joints
shall be in accordance with AWWA C206 and Section 40 05 02.
3.02 TESTING
Hydrostatic testing shall be in accordance with Section 4 of AWWA C600.
**END OF SECTION**
MAY 2021 SECTION 40 05 11
Keller-Heavenly Water System Improvement Project—Phase 2 STEEL PIPE
4
SECTION 40 05 33.03
FLEXIBLE DUCKBILL CHECK VALVE
PART 1--GENERAL
1.01 DESCRIPTION
This section specifies flexible duckbill check valves with cast iron flanged bodies.
1.02 QUALITY ASSURANCE
A. REFERENCES:
This section contains references to the following document. It is a part of this
section as specified and modified. In case of conflict between the requirements of this
section and those of the listed document, the requirements of this section shall prevail.
Reference Title
ASTM A1418- Rubber and Rubber Latices - Nomenclature
85
ASTM A126-84 Gray Iron Castings for Valves, Flanges and Pipe
Fittings
B. FACTORY TESTS:
Manufacturer shall have performed hydraulic tests on valves through 48" for flow
capacity, headloss, and jet velocity at an accredited flow laboratory. Manufacturer shall
provide test data upon request.
C. EXPERIENCE
Supplier shall have at least fifteen (15) years experience in the manufacture of
"duckbill" style elastomeric valves, and shall provide references and a list of installations
upon request.
MAY 2021 SECTION 40 05 33.03
Keller-Heavenly Water System Improvement Project—Phase 2 FLEXIBLE DUCKBILL CHECK VALVES
1
PART 2--PRODUCTS
2.01 ACCEPTABLE PRODUCTS
Flexible duckbill check valve shall be Tideflex Technologies Tideflex Series 35,
modified as needed to meet the requirements of this specification. The engineer knows
no equal.
2.02 MATERIALS
Materials of construction shall be as follows:
Component Material
Valve body Cast iron, ASTM A126, Class B
Flanges ANSI 150 pound standard
Check sleeve EPDM
2.03 EQUIPMENT
Valves shall be provided with flanged joint ends on both the check sleeve and the
metal body. Port areas shall be at least 100 percent of the mating pipe port area. The
port area shall contour down to a duckbill which shall allow passage of primary effluent in
one direction of flow and prevent reverse flow.
The flexible duckbill sleeve shall be one-piece construction with the flanged drilled
to ANSI 150-pound standard. The sleeve shall close positively without backflow
pressure.
Valve body shall be two-piece split body construction and fully rubber lined. The
two halves shall be sealed by diamond shaped cross section rubber gasket permanently
locked by a groove in the valve body. The rubber lining shall be penetrated only in the
vent area.
The duckbill valves shall be NSF61 certified. NSF61 approved/certified
materials will not be accepted in lieu of valve certification.
The elastomer used in construction of the duckbill valves must have been tested
by an accredited independent laboratory that confirmed there is no degradation in the
elastomer when exposed to chlorine and chloramine per the ASTM D471-98 "Standard
Test Method for Rubber Property — Effect of Liquids."
Inlet ports/nozzles shall have a variable diameter vs. flow hydraulic profile that
provides a non-linear jet velocity vs. flow characteristic and a linear headloss vs. flow
characteristic. The hydraulic characteristics of the duckbill valves shall be defined by
"Hydraulic Code".
MAY 2021 SECTION 40 05 33.03
Keller-Heavenly Water System Improvement Project—Phase 2 FLEXIBLE DUCKBILL CHECK VALVES
2
The inlet ports/nozzles shall discharge an elliptically shaped jet. The nozzle
must have been modeled by an independent laboratory using Laser Induced
Fluorescence (LIF).
Manufacturer shall have conducted independent hydraulic testing to determine
headloss and jet velocity characteristics on a minimum of eight (8) sizes of duckbill
valves ranging from 2" through 48". The testing must include multiple constructions
(stiffness) within each size and must have been conducted for free discharge
(discharge to atmosphere) and submerged conditions.
Manufacturer shall have conducted an independent hydraulic test where
multiple valves (at least four) of the same size and construction (stiffness) were tested
to validate the submitted headloss characteristics and to prove the repeatability of the
manufacturing process to produce the same hydraulic characteristics.
Manufacturer shall have conducted independent hydraulic testing to study the
flow distribution characteristics of duckbill valves installed on multiport manifolds.
Manufacturer to have conducted Finite Element Analysis (FEA) on various
duckbill valves to determine deflection, stress, and strain characteristics under various
load conditions. Modeling must have been done for flowing conditions (positive
differential pressure) and reverse differential pressure.
Manufacturer must have conducted in-house backpressure testing on duckbill
valves ranging from W to 48".
Manufacturer must have duckbill valves installed on manifold piping systems in
at least 100 distribution system reservoirs.
The duckbill style nozzles shall be one-piece elastomer matrix with internal
fabric reinforcing designed to produce the required discharge velocity and minimum
headloss requirements. The flange portion shall be an integral portion of the nozzle
with fabric reinforcing spanning across the joint between the flange and nozzle body.
The manufacturer's name, plant location, serial number and product part
number which designates nozzle size, material and construction specifications shall be
bonded onto the surface of the nozzle. Valves are to be manufactured in the U.S.A.
2.04 PRODUCT DATA
Manufacturer's product data shall be provided in accordance with Section 01 33
00. Operating and maintenance information shall be provided including overhaul
instructions and parts' lists.
MAY 2021 SECTION 40 05 33.03
Keller-Heavenly Water System Improvement Project—Phase 2 FLEXIBLE DUCKBILL CHECK VALVES
3
PART 3--EXECUTION
Flexible duckbill check valve shall be installed in accordance with the
manufacturer's recommendations.
**END OF SECTION**
MAY 2021 SECTION 40 05 33.03
Keller-Heavenly Water System Improvement Project—Phase 2 FLEXIBLE DUCKBILL CHECK VALVES
4
DIVISION 43
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SECTION 43 41 26
ALUMINUM ROOF
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. Contractor shall design, fabricate, erect, and test an aluminum triangulated
frame cone roof for the steel tank complete and in place, in accordance with the
contract documents.
B. The Work includes exterior painting, which shall be provided in accordance with
this Section.
C. The Work includes new steel shell and tension towers to prepare for erection of
the aluminum roof.
D. The aluminum roof shall be in accordance with the requirements of AWWA
D108-19 - Aluminum Dome Roofs for Water Storage, as modified and
supplemented herein.
E. Aluminum roofs shall be provided by constructors that have experience and are
regularly engaged in the design, fabrication, and erection of aluminum triangular
frame roofs for water reservoirs and that have a record of at least three (3)
successful installation within the last five (5) years of a similar project.
Contractor shall provide project references which demonstrate the successful
experience, including names, addresses, and telephone numbers of contact
persons for the owner.
1.02 RELATED SECTIONS
Section 33 16 23 — Bolted Steel Tank
1.03 REFERENCED DOCUMENTS
A. The following documents are referenced in this Section.
AAMA 2605-13 Performance Requirements and
Test Procedures for Superior
Performing Organic Coatings on
Aluminum Extrusions and Panels
(with Coil Coating Appendix)
AASHTO Division 2 Elastomeric Bearings
Section 25
ACI 350.3-06 Seismic Design of Liquid-
Containing Concrete Structures
and Commentary
MAY 2021 SECTION 43 41 26
KELLER-HEAVENLY WATER SYSTEM ALUMINUM ROOF
IMPROVEMENT PROJECT-PHASE 2 1
Aluminum Association Specification for Aluminum
Structures
Aluminum Association, Specifications and Guidelines for
Aluminum Design Manual Aluminum Structures
ASCE 7-10 Minimum Design Loads for
Buildings and Other Structures
ASCE 8-02 Design of Cold-Formed Stainless
Steel Structural Members
ASTM B449 Chromates on Aluminum
ASTM C509 Elastomeric Cellular Preformed
Gasket and Sealing Material
ASTM C920 Elastomeric Joint Sealant
ASTM C1115 Dense Elastomeric Silicone
Rubber Gaskets and Accessories
ASTM D1730 Preparation of Aluminum and
Aluminum-Allow Surfaces for
Painting
ASTM F593 Stainless Steel Bolts, Hex Cap
Screws, and Studs
AWS D1.2 Structural Welding Code-
Aluminum
AWWA D103-19 Factory-Coated Bolted Carbon
Steel Water Storage Tanks
AWWA D108-19 Aluminum Dome Roofs for Water
Storage Facilities
Federal Specification A-A- Rubber, Silicone
59588
Federal Specification TT-S- Sealing Compound: Elastomeric
00230C Type, Single Component
NSF Standard 61 Drinking Water System
Components - Health Effects
1.04 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00 — Submittal Procedures.
B. Submittals shall contain the following information.
1. Design calculations and fabrication drawings shall be signed and sealed
by a professional engineer registered in the state of California
2. Fabrication and assembly shop drawings for the roof, fittings, and
temporary supports for construction
3. Details of bolted and welded joints
4. Sequences and methods for fitting and assembly of the roof at the site
5. Mill test reports for metal materials
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IMPROVEMENT PROJECT-PHASE 2 2
6. Weld procedure qualifications
7. Welding operator qualifications
8. Catalog information, data sheets, and drawings of appurtenances
9. Manufacturers product data and application instructions for coatings
1.05 QUALITY ASSURANCE
A. Contractor shall provide quality assurance services as required by AWWA D108.
B. Inspection and Testing
1. Following field erection each roof shall be tested in accordance with
AWWA D108.
PART 2 - PRODUCTS
2.01 DESIGN REQUIREMENTS
A. Roof System
1. The roof shall consist of low-profile, column-supported aluminum
structural members that support a triangulated frame with light gauge
aluminum panels to form a watertight roof under all design load and
temperature conditions. The members shall be joined by means of
bolting their flanges to aluminum gusset plates.
2. The triangulated frame, closure panels, and panel sealing system shall
be a standard design of the Supplier that has a successful record of use
as a watertight enclosure for water reservoirs.
3. All metal components of the aluminum roof structure shall be aluminum
or stainless steel. No galvanized, aluminized, painted, or plated steel
shall be used anywhere in the roof.
4. All edges of the aluminum panels shall be covered, sealed, and firmly
clamped in an interlocking design to anchor and seal the panels to the
triangulated frame members and prevent slipping and disengagement
under all load conditions and temperature change cycles.
a. The aluminum closure panels shall be attached continuously
along their edges to the frame members by means of batten bars
which engage the panels in an interlocking joint.
b. The batten bars shall also secure elastomeric gaskets that shall
form a continuous watertight seal along the panel edges. Designs
that incorporate overlapping panels and/or designs that
incorporate fasteners which penetrate panels and attach to
structural members shall not be provided.
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5. The periphery of the roof shall be provided a connection system to the
perimeter beams that provides for differential thermal movement between
the roof and beam. The connection shall include a sealing system
between the roof and beam that prevents migration of moisture in both
directions and infiltration of contaminants into the reservoir.
B. Structural members and connections shall be designed and fabricated in
accordance with the loading conditions specified in this Section. The
connections between structural members shall be designed as moment
connections, with a minimum of four bolts used at each node joint for each
member.
C. Extruded structural members for the triangulated frame shall have section details
as required for connection with the roof panels.
D. General Design
1. Roof dimensions and elevations shall be as indicated on Drawings.
2. If specific component thicknesses or sizes are indicated, they shall be
regarded as minimum acceptable values. Compare the indicated
thicknesses and sizes to those required by this Section and AWWA D108
and provide the greater values.
3. Provide guardrails, platforms, access hatches, and vents as indicated
and in accordance with applicable Laws and Regulations as a minimum.
4. Roof design features, loads, and criteria shall be as indicated in the
following table. Use higher values or more severe loading conditions
where applicable Laws and Regulations require.
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KELLER-HEAVENLY WATER SYSTEM ALUMINUM ROOF
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DESCRIPTION/
COMPONENT ITEM VALUE
Steel Tank Size, diameter x height in feet (shell) 31x 30.72+/-
Shell top height, feet above reservoir floor 30.72 (To be verified by Tank
Manufacturer)
Maximum water level, feet above reservoir floor 26.5
Freeboard, feet, to shell top 4.22 (To be verified by Tank
Manufacturer)
Freeboard, feet, to roof 3.72
New Roof Cover Design standard AWWA D108-10
(Aluminum) Roof rise at center, feet above top of shell (To be verified by Roof
Manufacturer)
Roof design live load, pounds/square foot 20 (Reducible)
Roof snow load, pounds/square foot 150 (Reducible)
Deflection limit for roof members under total load
Under total load Span/120
Under live load Span/180
Sloshing load (upward) @ roof overhang, pound/square 0
foot
Wind uplift load within steel shell, pound/square foot 16
Wind Design Winding velocity, miles per hour 130
Exposure C
Seismic Design Latitude 38.9410 Deg N
Longitude 119.9338 Deg W
Mapped spectral response acceleration
At Short Periods, Ss 1.472
At 1-sec Period, S1 0.522
Site class C
Acceleration site coefficient
Fa 1.2
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Fv 1.478
Design spectral response accelerations
At Short Periods, SDs 1.177
At 1-sec Period, SD1 0.515
Seismic Use Group III
Importance Factor, 1 1.50
Region-dependent transition period, TL, sec 6
Height of seismic sloshing, feet above high water level 3.72 with 1=1.50
Height of seismic sloshing, feet above floor 30.22 (26.5 + 3.72)
Height of roof, feet, above floor (min.) @ shell 30.72
Geotechnical Soil bearing, pounds/square foot
Total load (dead and live) 4,500
Wind/Seismic load 6,000
Center Vent Vent dimension, inch 20-inch diameter
(Gravity) Gross vent area, square inches 314
Access Hatch Hatch dimension, inch x inch 30x30 minimum
Design live load, pounds/square foot 100
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E. Materials
1. Roof components shall be fabricated from materials as indicated in the
table below. Items for which materials are not indicated shall be of
corrosion-resistant, compatible materials suitable for long-term service,
as acceptable to Engineer.
Item Material
Roof panels, flashing, hatch covers and Aluminum Association series
gusset covers 3003-H16, 5052-H32 or 5052-
H36 with a minimum nominal
thickness of 0.050 inch, with a
mill finish unless indicated
otherwise
Triangulated aluminum frame Aluminum Association 6061-
T6
Structural support beams Aluminum Association 6061-
T6
Columns Stainless steel pipe, Type 316
Roof lockbolts 7075-T73 Anodized Aluminum
or 300 series stainless steel
Nuts, bolts, and washers used for roof Stainless steel, Type 316
structural member connections inside the
reservoir above the maximum operating
water level
Anchors submerged in water inside the Stainless steel, Type 316
reservoir
Roof internal angles, bars, rods, supports, Aluminum in accordance with
brackets that are connected to aluminum roof Section 05500
Panel gaskets Silicone per Federal
Specification A-A-59588 and
ASTM C1115 or Neoprene per
ASTM C509, ozone resistant,
minimum thickness 1/4-inch
Sealant Federal Specification TT-S-
00230C, silicone ozone and
sunlight resistant
Support bearings Bearings shall have teflon to
stainless steel sliding
surfaces.
2. Gasket and sealant materials shall be listed by the NSF International as
certified drinking water system components in compliance with NSF
Standard 61. Gaskets shall be shielded from direct sunlight in the
finished installation.
3. Aluminum in contact with other metals, except stainless steel, shall be
isolated by appropriate means to separate the materials.
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F. Design Details
1. All pipe connections to the roof shall be flanged. The minimum
connection size shall be 4 inches.
2. All fittings and penetrations in roof panels shall be provided reinforcement
as indicated.
3. Roofs shall be provided the component thicknesses as indicated in
Drawings, but the minimum thicknesses shall not be less than those in
the following table.
Minimum Thickness or
Com onent Size, inches
Roof panels, inch 0.050
Triangular frame struts, inch 1/4
Roof vent, roof manway components, inch 3/16
Structural aluminum member thicknesses 1/4
of flanges, webs, angle legs, bars, inch
Pipe fittings, pipe roof support columns Schedule 40
Roof hatch covers, flanges, inch 1/4
Internal panel reinforcement thickness for 3/8
hatches and other appurtenances
Internal and external bolts, rods 3/8
G. Accessories
1. Accessories, pipe connections, and fittings shall be as indicated on
Drawings, and meet the following requirements.
Item Feature/Value
Roof hatches for
equipment and The tank roof shall have a curbed, upward opening 30-inches square,
man access minimum hatch located near the ladder. The curb shall extend at least 4
inches above the tank. The hatch cover shall be hinged and shall have
locking provisions. The hatch cover lip shall extend for a distance of 2-
inches down on the outside of the curb. Provide neoprene seal around
inside face of curb.
Roof vents A 20-inch screened vent shall be provided on the roof. The vent shall be
fabricated to provide removable screened openings between the vertical
support members of the vent. The screened openings of the vent shall be
sized by the manufacturer to allow venting of a 500 gpm pumping rate. An
effective area of 75% of screen opening shall be assumed. The screen shall
consist of one layer of Type 316 stainless steel: 16 x 16 x 0.018 wire mesh
insect screen.
2. Use aluminum materials for all accessories that attach to the aluminum
roof.
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2.02 FALL PROTECTION EQUIPMENT
A. The CONTRACTOR is required to coordinate the design and construction of fall
protection equipment and connections to each tank with the tank manufacturer in
order to provide properly functioning fall protection systems in compliance with
all OSHA requirements.
B. The proposed fall protection system types to be used at each tank and intended
access points are roof vents.
C. HORIZONTAL LIFELINE SYSTEMS
Horizontal lifelines are cable systems that include end anchors and
intermediate supports. The CONTRACTOR shall provide stamped calculations
from a licensed structural engineer to demonstrate the integrity of each
system's connection to the tank according to OSHA load requirements.
Acceptable horizontal lifeline systems include:
1. DBI SALA RoofSafe Cable and Anchor System
2. Approved equal
D. SINGLE POINT SYSTEMS
Single point systems consist of anchors and/or D-rings that future users can
safely attach to and use during their work. The CONTRACTOR shall provide
stamped calculations from a licensed structural engineer to demonstrate the
integrity of each system's connection to the tank according to OSHA load
requirements. Acceptable single point systems include:
1. DBI SALA RoofSafe Anchor System
2. DBI SALA D-ring (Part Number 2101636)
3. Approved equal
E. ACCESS REQUIREMENTS
The CONTRACTOR shall ensure that each finished fall protection system
provides adequate access to tank roof vents and staff gauges as required by
the table above.
2.03 ROOF COATING SYSTEM
A. Provide exterior surfaces of panels and flashing with Kynar 500 FSF coating
system or approved equal, and applied in accordance with manufacturer's
requirements.
B. The color of the coating shall be selected by the District from the coating
manufacturer's standard color selection. The Contractor shall submit color chips
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KELLER TANK&SYSTEM IMPROVEMENTS-PHASE 2 ALUMINUM ROOF
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at least 3-inches square at least fifteen days prior to start of application and shall
order final coating materials only after receiving written approval from the District
Engineer.
2.04 FABRICATION
A. Contractor shall notify Engineer at least 14 days in advance of the start of
fabrication for roof components.
B. All roof components shall be fabricated by fabricators with at least 5 years of
experience in the design and fabrication of aluminum water reservoir roofs under
the requirements of AWWA D108, and familiar with all applicable Laws and
Regulations, codes, and safety Regulations.
2.05 SHOP WELDING
A. General
1. Welding shall comply with Section 9.2 of AWWA D108 and the
requirements herein. Where there is a conflict the requirements of this
Section shall apply.
B. Welding Procedure Qualifications
1. All welding procedures used to fabricate and weld roof structural
members shall be prequalified under the provisions of AWS D1.2.
2. If the Work requires additional welding procedures not possessed by
Contractor such procedures shall be furnished and qualified at the
expense of Contractor.
C. Welding Operator Qualifications
1. All fabrication and welding shall be done by skilled welding operators and
tackers who have had previous successful experience in the methods
and materials to be used.
2. Welders shall be qualified under the provisions of AWS D1.2 by an
independent, local, approved testing agency not more than six months
prior to commencing work. Contractor shall furnish all material and bear
the expense of qualifying welders.
PART 3 - EXECUTION
3.01 SUPERINTENDENT QUALIFICATIONS
A. Contractor shall provide a superintendent who has field supervision experience
for construction of at least 1 water tank roof to the AWWA D108 standard within
the last five (5) years and who is familiar with the quality assurance requirements
of this Section.
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B. Submit a written experience resume for the proposed superintendent at least 3
weeks prior to start of reservoir construction. List the past projects, including
names, addresses, and telephone numbers of contact persons for the owner of
each project.
3.02 FIELD WELDING
A. Field welding shall be in accordance with the requirements for shop welding.
3.03 FIELD ERECTION
A. The roof structure and panels shall be fit without field modifications, forcing of
members into position, or field re-drilling of bolt holes. Members with fabrication
errors shall be returned to the shop for correction or replacement.
B. Install sealant in a workmanlike manner in accordance with the manufacturer's
printed instructions. Sealant joints shall be made using masking tape to confine
the sealant to uniform edges. Finish the sealant so the surface is slightly
concave. Remove any sealant not in its designed location.
C. Furnish and install gaskets as continuous pieces, without splices. If leaks are
detected during testing, repair the joints using new gaskets, not sealant.
D. After erection of the roof structure, the interior stainless steel columns and
associated connections shall be thoroughly clean of surface laitance and foreign
material.
3.04 ACCESS OPENINGS FOR ERECTION
A. Temporary access openings in the existing steel shell can be used upon
approval by Engineer.
3.05 LEAK TESTING
After the roof installation is complete and it is verified that underside of the roof is dry, the
roof seams shall be leak tested by spraying the outside of the seams with water using a
garden hose with a minimum 50 psig static head pressure at the nozzle, held at a
distance between 3 feet and 6 feet. Potable water shall be used. The water must not be
sprayed directly on any roof vents. Any water on the inside of roof shall be evidence of
leakage. Water to be provided by Owner, however the nearest access to potable water is
on Sherman Way and the Contractor will be responsible for transporting water and
pumping for testing.
3.06 WARRANTY
The roof manufacturer shall warrant that the work described herein be free from defects,
workmanship and material. The roof manufacturer shall replace or repair only faulty
workmanship or defective material furnished by it that is reported within one (1) year from
the date of completion of this scope of work.
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3.07 REMOVAL OF ROOF SUPPORTS
A. Following completion of roof erection, remove all erection columns, beams, and
other temporary erection supports.
END OF SECTION
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