Melcher Pump Station Rehabilitation Project Manual-2411111-FINALORCHARD
Project Manual
Bid Set
Melcher Street Pump Station Rehabilitation
Port Orchard, WA
Public Works Project No. PW2023-017
Produced By:
ART
ANDERSON
830 PACIFIC AVE., BREMERTON, WA, 98337
11/11/2024
ADVERTISEMENT FOR BIDS
NOTICE TO PROSPECTIVE BIDDERS
INFORMATION AND CHECKLIST FOR BIDDERS
PROPOSAL
SCHEDULE OF CONTRACT PRICES
ADDENDA ACKNOWLEDGEMENT
BIDDER CERTIFICATION
BIDDER'S QUALIFICATION FORM
BID SECURITY
NON -COLLUSION DECLARATION
CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES
WORK EXPERIENCE FORM
SUBCONTRACTORS LIST
CONTRACT DOCUMENTS
CONTRACT
5% RETAINAGE INVESTMENT OPTION
SAVINGS ACCOUNT AGREEMENT
ESCROW AGREEMENT
SECURITIES AUTHORIZED BY AGENCY
PERFORMANCE PAYMENT BOND
ACKNOWLEDGEMENT
SURETY ACKNOWLEDGMENT
MAINTENANCE/WARRANTY BOND
APPENDIX A —VICINITY MAP
APPENDIX B - SPECIFICATIONS
DIVISION 03 — CONCRETE
031000 Concrete Forming and Accessories
032000 Concrete Reinforcing
033000 Cast -in -Place Concrete
DIVISION 05 — METALS
055000 Metal Fabrications
DIVISION 07 — THERMAL AND MOISTURE PROTECTION
079200 Joint Sealants
DIVISION 22 — PLUMBING
220513 Common Motor Requirements for Plumbing Equipment
220523 General -Duty Valves for Plumbing Piping
221005 Plumbing Piping
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221123 Domestic Water Pumps
DIVISION 23 — HEATING, VENTILATION AND AIR-CONDITIONING (HVAC)
238200 Convection Heating and Cooling
DIVISION 26 — ELECTRICAL
260519 Low -Voltage Electrical Power Conductors and Cables
260526 Grounding and Bonding for Electrical Systems
260533.13 Conduit for Electrical Systems
262416 Panelboards
262923 Variable -Frequency Motor Controllers
263213 Engine Generators
Appendix A: Vendor Quote — Owner Furnished Contractor Installed
Equipment
265100 Interior Lighting
DIVISION 33 — UTILITIES
330110.58 Disinfection of Water Utility Piping Systems
DIVISION 40 — PROCESS INTERCONNECTIONS
406113 Process Instrumentation and Controls General Requirements
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ADVERTISEMENT FOR BIDS
CITY OF PORT ORCHARD
MELCHER STREET PUMP STATION REHABILITATION
PUBLIC WORKS PROJECT NO. PW2023-017
Notice is hereby given that sealed bids will be received at the office of the City Clerk for the City
of Port Orchard, 216 Prospect Street, Port Orchard, WA 98366 until 1:00 pm on December 17th
2024 for construction of the Melcher Street Pump Station Rehabilitation Project, Project No PW2023-
017. No proposals will be accepted after the above -stated time. Immediately following the above -
stated time, the proposals will be publicly opened and read.
The project consists of work to be performed within 120 working days from notice to proceed.
Additional working days may be granted for delays in the arrival of Owner Furnished -Contractor
Installed (OFCI) equipment of more than 50 days. The project consists of furnishing all materials,
equipment, tools, labor, and other work or items incidental theretofore and as generally described
as follows:
The Melcher Street Pump Station Rehabilitation Project removes the two water distribution
pressure booster pump/motor sets, control valves, isolation valves, piping, controls, diesel
generator, associated generator components, lighting, and electrical panels and branch circuits.
The project scope includes installation of new pump/motor sets, controls valves, isolation valves,
piping, controls, diesel generator and associated components, variable frequency drives, CT
cabinet, automatic and manual transfer switches, portable generator connection box, power
panel, lighting, and related power branch circuits, and all other work as described in the plans and
specifications. The new diesel generator and associated components are Owner Furnished -
Contractor Installed (OFCI) equipment. For a complete list of OFCI equipment refer to Technical
Specification section 263213 Engine Generators. The existing generator and associated
components can be shipped out of the pump station, and the new generator and associated
components shipped into the pump station by way of either the existing east or south ventilation
openings. The east ventilation opening is the preferred route. Removal of the existing ventilation
louver and screen system will be required. Contractor may trim or cut the existing 6-inch to fl-
inch tree, located approximately 100 inches east of the east ventilation opening if needed to utilize
the east ventilation opening. Tree stump must remain. Cut as close to the ground as possible.
Remove any trimming or cutting debris from the site. If the south shipping route is chosen, removal
of a masonry screen wall will be required. Reinstallation of the louver and screen system to a
complete and operable condition will be required upon completion of the generator installation.
Reconstruction of the masonry screen wall and repair to any damaged structure is required. All
work necessary to complete the project as described in the Contract documents is included in the
lump sum bid items in the proposal.
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Contractor shall obtain all necessary permits, including building and mechanical permits from the
City of Port Orchard, and electrical permit from Washington State Department of Labor and
Industries. Contractor shall coordinate with Puget Sound Energy (PSE) who will be providing
electrical service upgrades to the building. Work to obtain permits and support the electrical
service is incidental to and included in all bid items in the Contract.
The Engineer's construction estimate for this project is $ 682,000.
Access to bidding information (plans, specifications, addenda, and Bidders List) is available through
City of Port Orchard's on-line plan room www.portorchardwa.gov/bids-and-proposals/.
Free -of -charge access is provided to Prime Bidders, Subcontractors, and Vendors by going to
www.bxwa.com and clicking on "Posted Projects," "Public Works," and "City of Port Orchard." This
on-line plan room provides Bidders with fully usable online documents with the ability to:
download, view, print, order full/partial plan sets from numerous reprographic sources, and a free
online digitizer/take-off tool. It is recommended that Bidders "Register' in order to receive
automatic email notification of future addenda and to place themselves on the "Self -Registered
Bidders List." Bidders that do not register will not be automatically notified of addenda and will
need to periodically check the on-line plan room for addenda issued on this project. Contact
Builders Exchange of Washington at 425-258-1303 should you require assistance.
If you do not have access to the Web, you may make arrangements to pick up a plan set at the Port
Orchard City Hall, City Clerk's Office, 216 Prospect Street, Port Orchard, WA 98366, 360-876-4407, for
a NON-REFUNDABLE fee of $50.00. If you wish the bid documents mailed to you, add $10.00 to cover
postage. Informational copies of any available maps, plans, specifications, and subsurface information
are on file for inspection in the office of the Port Orchard Project Engineer, 216 Prospect Street, Port
Orchard, WA 98366.
All bid proposals shall be accompanied by a bid security (bid deposit) in the form of a cash deposit,
certified or cashier's check, postal money order, or surety bond made payable to the City of Port
Orchard, for a sum not less than five percent (5%) of the amount of such bid, including sales tax.
Should the successful bidder fail to enter into such contract and furnish satisfactory payment and
performance bonds within the time stated in the Specifications, the bid security (bid deposit/bond)
shall be forfeited to the City of Port Orchard.
The award of the Contract will go to the qualified bidder submitting the lowest responsible and
responsive bid. The City reserves the right to reject any and all bids or waive any informality or
irregularity in the bidding and make the award as deemed to be in the best interest of the City and
the public.
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The City of Port Orchard, in accordance with Title VI of the Civil Rights Act of 1964, (78 Stat. 252,
42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will
affirmatively ensure that in any contract entered into pursuant to this advertisement,
disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in
response to this invitation and will not be discriminated against on the grounds of race, color, or
national origin in consideration for an award.
The City is an equal opportunity and affirmative action employer. Small and Minority -owned
businesses, women -owned businesses, and labor surplus area firms are encouraged to submit
bids.
All work performed on this project will be subject to state prevailing wage rates.
All contractors must be licensed in the State of Washington to Conduct business.
This project is funded through the Washington State Public Works Board program with state funds.
Notice is given to all potential bidders that any bid responses may be subject to release under the
Public Records Act Chapter 42.56 RCW and the City may be required to disclose bid responses
upon a request. Bidders are advised to mark any records believed to be trade secrets or
confidential in nature as "confidential." If records marked as "confidential" are found to be
responsive to the request for records, the City may elect to give notice to the bidder of the request
so as to allow the bidder to seek a protective order from a Court. Please be advised, however,
that any records deemed responsive to a public records request may be released at the sole
discretion of, and without notice by, the City.
Published: Kitsap Sun — November 15, 2024 and November 22, 2024
Daily Journal of Commerce —November 15, 2024 and November 22, 2024
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NOTICE TO PROSPECTIVE BIDDERS
MELCHER STREET PUMP STATION REHABILITATION
In accordance with Section 1-02.4(1) of the Standard Specifications, it is the City of Port Orchard's
policy that questions concerning the project during the bidding process be submitted in written
form. Please submit any questions that are pertinent to bidding the contract, and that are not
answered by information contained in the Contract Documents, to the City of Port Orchard Public
Works Department via email at publicworks@portorchardwa.us, Attention: Denis Ryan, Public
Works Director.
All emails must be received at least 3 business days prior to the bid opening for a response. All
prospective bidder questions and the City's response will be sent via email, if possible, to all
prospective bidders approximately 2 days prior to the bid opening.
If you believe the Contract Documents contain an error or error(s), please provide us with that
information via email. An addendum will be issued to all prospective bidders if a correction is
needed. Addendums will be posted on the City's Website www.portorchardwa.gov/bids-and-
proposals/ and Builders Exchange www.bxwa.com
I have the following auestion(s)/comment(s):
I believe the Contract Document(s) has (have) the following error(s):
Please respond to:
Name:
Representing:
Address:
Email address:
Fax Number:
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INFORMATION AND CHECKLIST FOR BIDDERS
The following supplements the information in the Advertisement for Bids:
1. Pre -Bid Conference
A non -mandatory pre -bid conference will be held at the Melcher Lift Station site on Thursday
November 2111 at 2pm.
2. Examination of Plans, Specifications, and Site
Before submitting their bid, the Contractor shall carefully examine each component of the Bid
Documents and any other available supporting data so as to be thoroughly familiar with all the
requirements.
The Bidder shall make an alert, heads -up, eyes -open reasonable examination of the project
site and conditions under which the Work is to be performed, including but not limited to:
current site topography, soil and moisture conditions; underground obstructions, the
obstacles and character of materials which may be encountered; traffic conditions; public and
private utilities; the availability and cost of labor; and available facilities for transportation,
handling and storage of materials and equipment.
3. Property Issues
All bidders shall base their bids upon full restoration of all property within the right-of-way and
easements, and wherever Bidder will have right -of -entry. The easements and right of entry
documents that have been acquired are available for inspection and review. The Bidder is
advised to review the conditions of the permits, easements, and rights -of -entry, as they shall
be required to comply with all conditions at no additional cost to the Owner. All other permits,
licenses, etc., shall be the responsibility of the Bidder. The Bidder shall comply with the
requirements of each.
4. Interpretation of Bid Documents
The Bidder shall promptly notify Owner of any discovered conflicts, ambiguities, or
discrepancies in or between, or omissions from the Bid Documents. Questions or comments
about these Bid Documents should be directed to the attention of: Tony Lang, Public Works
Director, and sent via email to publicworks@cityofportorchard.us or mail/drop off to 216
Prospect Street, Port Orchard, WA 98366. Questions received less than 3 days prior to the date
of bid opening may not be answered. Any interpretation or correction of the Bid Documents
will be made only by addendum, and a copy of such addendum will be distributed through plan
holders lists at Builders Exchange www.bxwa.com, the City's Website
www.portorchardwa.gov/bids-and-proposals and the City Clerk's Plan holders list The Owner
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will not be responsible for any other explanations or interpretations of the Bid Documents. No
oral interpretations of any provision in the Bid Documents will be made to any Bidder.
5. Bidding Checklist
All bids shall be submitted on the exact forms provided in these Bid Documents, and listed
below. Failure to submit any of these forms may be grounds for rejection of the bid. Sealed
bids for this proposal shall be submitted as specified in the Advertisement for Bids. Each bid
must be submitted in a sealed envelope bearing on the outside the name and address of the
Bidder, and the name and number of the project for which the bid is submitted. All bids will
remain subject to acceptance for sixty (60) calendar days after the day of the bid opening.
A. Proposal — Bidders must bid on all items contained in the Proposal. If any unit price is left
blank, it will be considered no charge for that bid item, regardless of what has been placed
in the extension column.
B. Bid Security— Bid Bond is to be executed by the Bidder and the surety company unless bid
is accompanied by a cash deposit, cashier's or certified check, or postal money order. The
amount of this bond shall be not less than five percent (5%) of the total bid, including sales
tax, if applicable, and may be shown in dollars. Surety must be authorized to do business
in the State of Washington, and must be on the current Authorized Insurance List in the
State of Washington per Section 1-02.7 of the Standard Specifications.
i. The bond form included in these Contract Provisions MUST be used; no substitute will
be accepted. If an attorney -in -fact signs the bond, a certified and effectively dated copy
of their Power of Attorney must accompany the bond.
ii. The bid bond/deposit of the successful Bidder will be returned provided they execute the
Contract, furnishes satisfactory performance bond covering the full amount of work,
provides evidence of insurance coverage, and other documents required by the contract
documents within 14 calendar days after Notice of Award. Should they fail or refuse to do
so, the Bid Deposit or Bond shall be forfeited to the City of Port Orchard as liquidated
damages for such failure.
iii. The Owner reserves the right to retain the security of the three lowest bidders until
the successful Bidder has executed the Contract and furnished the performance bond.
C. Non -Collusion Declaration — DOT Form 272-036H EF included in these Contract Provisions
must be returned with the bid proposal.
D. Bidder's Qualification Form — Regarding forms D and E, the Owner reserves the right to
check all statements and to judge the adequacy of the Bidders qualifications.
E. Certification of Compliance with Wage Payment Statutes — Must be filled in and signed.
F. Supplemental Criteria Information Form - Must be filled in and signed.
G. - Subcontractors List — Must be completed
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6. Contract Checklist
The following forms are to be executed by the successful Bidder after the Contract is awarded.
The Contract and Performance and Payment Bond are included in these Bid Documents and
should be carefully examined by the Bidder.
A. Contract— One copy to be executed by the successful Bidder. Bid and Contract Documents
must be executed by the Contractor's President or Vice -President if a corporation, or by a
partner if a partnership. In the event another person has been duly authorized to execute
contracts, a copy of the resolution or other minutes establishing this authority must be
attached to the Proposal and Contract documents.
Performance/Payment Bond and Warranty Bond — One copy of each type of bond to be
executed by the successful Bidder and his surety company. These bonds cover successful
completion of all work and payment of all laborers, subcontractors, suppliers, etc. and
provide a warranty for the contract work. The bond forms included in these Bid
Documents MUST be used; no substitutes will be accepted. If an Attorney -in -fact signs the
bond(s), a certified and effectively dated copy of their Power of Attorney must accompany
the bond(s).
C. Certificates of Insurance and endorsements — To be executed by an insurance company
acceptable to the Owner, on ACCORD Forms. Required coverages are listed in Section 1-
07.18 of the Standard Specifications, as may be modified by the Special Provisions. The
Owner shall be named as "Additional Insured" on the insurance policies.
D. Selection of Retainage Option — Pursuant to RCW 60.28.010, 5% retainage will be retained
until fulfillment of state and local compliance is documented. The retainage form should
be completed by the successful bidder.
Prevailing Wage Requirements — The Contractor is required to pay, at a minimum, the
applicable prevailing wage rates to those employees performing services under the
Contract. The applicable wage rates are set forth in the State of Washington Department
of Labor and Industries Prevailing Wage Rate Schedule, RCW 39.12.020.
The project site is located in Kitsap County.
The prevailing wage schedule in effect for the work under the Contract will be the one in
effect upon the prime contractor's bid due date with these exceptions:
o If the project is not awarded within six (6) months of the bid due date, the award
date (the date the contract is executed) is the effective date.
o If the project is not awarded pursuant to bids, the award date (the date the contract
is executed) is the effective date.
o Janitorial contracts follow WAC 296-127-023.
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For Project number PW2023-017 the prime contractor bid due date is December 171n
2024.
Except for janitorial contracts, the rates in effect on the bid due date shall apply for the
duration of the contract (unless otherwise noted in the solicitation).
It is the responsibility of the Contractor to ensure the appropriate labor classification(s) are
identified and that the applicable wage and benefit rates are taken into consideration
when preparing their proposal according to these specifications.
The selected Contractor must submit to the Department of Labor and Industries, a
"Statement of Intent to Pay Prevailing Wages". www.Ini.wa.gov/licensing-permits/public-
works-projects/contractors-employers/#required-documents-for-doing-the-work A copy
of the certified Intent Statement must be submitted to the City prior to payment of the
first invoice. The Contractor will pay promptly, when due, all wages accruing to its
employees.
All invoice or payment applications are required to bear the following signed statement: "I
certify that wages paid under this contract are equal to or greater than the applicable wage
rates set forth in the Washington State Prevailing Wage Rates for Public Works Contracts
issued by the State of Washington Department of Labor and Industries."
The selected Contractor must submit to the Department of Labor and Industries an
"Affidavit of Wages Paid" and a copy of an approved Affidavit must be submitted at the
end of the contract to the City before the last payment or any retained funds will be
released. www.Ini.wa.gov/licensing-permits/public-works-projects/contractors-
employers/#when-the-work-is-done
The cost of filing a Statement of Intent to Pay Prevailing Wages and Affidavit of Wages Paid
with the Department of Labor and Industries shall be at no additional cost to the City.
The Director of the Department of Labor and Industries shall arbitrate all disputes of the
prevailing wage rate, RCW 39.12.060 and WAC 296-127-060.
Look up the prevailing rates of pay, benefit, and overtime codes from this
link: https://lni.wa.gov/licensing-permits/public-works-projects/prevailing-wage-rates/ A
copy of the prevailing wage rates is available for viewing at the City of Port Orchard
Department of Public Works. A hard copy will be mailed upon request.
For prevailing wage questions, contact the Department of Labor & Industries at
PW1@Lni.wa.gov or 360-902-5335.
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7. Contractor Disqualification
A bidder will be deemed not responsible, and the proposal rejected if the bidder does not
meet the following responsibility criteria set forth in RCW 39.04.350, which provides, in
part, as follows:
(1) Before award of a public works contract, a bidder must meet the following responsibility
criteria to be considered a responsible bidder and qualified to be awarded a public works
project. The bidder must:
(a) At the time of bid submittal, have a certificate of registration in compliance with chapter
18.27 RCW;
(b) Have a current state unified business identifier number;
(c) If applicable, have industrial insurance coverage for the bidder's employees working in
Washington as required in Title 51 RCW; an employment security department number as
required in Title 50 RCW; and a state excise tax registration number as required in Title 82
RCW;
(d) Not be disqualified from bidding on any public works contract under RCW
39.06.010 or39.12.065(3);
(e) If bidding on a public works project subject to the apprenticeship utilization requirements
in RCW 39.04.320, not have been found out of compliance by the Washington state
apprenticeship and training council for working apprentices out of ratio, without appropriate
supervision, or outside their approved work processes as outlined in their standards of
apprenticeship under chapter 49.04 RCW for the one-year period immediately preceding the
date of the bid solicitation;
(f) Have received training on the requirements related to public works and prevailing wage
under this chapter and chapter 39.12 RCW. The bidder must designate a person or
persons to be trained on these requirements. The training must be provided by the
department of labor and industries or by a training provider whose curriculum is approved
by the department. The department, in consultation with the prevailing wage advisory
committee, must determine the length of the training. Bidders that have completed three
or more public works projects and have had a valid business license in Washington for
three or more years are exempt from this subsection. The department of labor and
industries must keep records of entities that have satisfied the training requirement or
are exempt and make the records available on its web site. Responsible parties may rely
on the records made available by the department regarding satisfaction of the training
requirement or exemption.
(g) Within the three-year period immediately preceding the date of the bid solicitation, not
have been determined by a final and binding citation and notice of assessment issued by the
department of labor and industries or through a civil judgment entered by a court of limited
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or general jurisdiction to have willfully violated, as defined in RCW 49.48.082, any provision of
chapter 49.46, 49.48, or 49.52 RCW.
The Bidder shall submit a signed statement to the City in accordance with Chapter 5.50 RCW
verifying under penalty of perjury that (1) the bidder is in compliance with the responsible
bidder criteria in subsection (1)(g) above; and (2) that the Contractor is not presently debarred,
suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any
Federal department or agency in accordance with Executive Orders 12549 and 12689, 24
C. F. R. Pt. 24.
2) A bidder may be deemed not responsible and the proposal rejected if:
a. More than one proposal is submitted for the same project from a bidder under the
same or different names;
b. Evidence of collusion exists with any other bidder or potential bidder. Participants in
collusion will be restricted from submitting further bids;
c. The bidder, in the opinion of the Contracting Agency, is not qualified for the work or to
the full extent of the bid, or to the extent that the bid exceeds the authorized
prequalification amount as may have been determined by a prequalification of the
bidder;
d. An unsatisfactory performance record exists based on past or current Contracting
Agency work or for work done for others, as judged from the standpoint of conduct of
the work; workmanship; progress; affirmative action; equal employment opportunity
practices; or Disadvantaged Business Enterprise, Minority Business Enterprise, or
Women's Business Enterprise utilization;
e. There is uncompleted work (Contracting Agency or otherwise) which might hinder or
prevent the prompt completion of the work bid upon;
f. The bidder failed to settle bills for labor or materials on past or current contracts;
g. The bidder has failed to complete a written public contract or has been convicted of a
crime arising from a previous public contract;
h. The bidder is unable, financially or otherwise, to perform the work; or
i. There are any other reasons deemed proper by the Contracting Agency.
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PROPOSAL
CITY OF PORT ORCHARD
MELCHER STREET PUMP STATION REHABILITATION
PROJECT NO. PW2023-017
To: Mayor and City Council
City of Port Orchard, Washington
Contractor:
State License No.:
Date:
Bidder's Declaration and Understanding
Month/Day/Year
The Bidder declares that they have carefully examined the Contract Documents for the
construction of the project, that they have personally inspected the site, that they have satisfied
themself as to the quantities involved, including materials and equipment, and conditions of work
involved, including the fact that the description of the quantities of work and materials, as included
herein, is brief and is intended only to indicate the general nature of the work and to identify the
said quantities with the detailed requirements of the Contract Documents, and that this Proposal
is made according the provisions and under the terms of the Contract Documents, which
Documents are hereby made a part of this Proposal. The Bidder further declares that they have
exercised their own judgment regarding the interpretation, of subsurface information and have
utilized all data, which they believe pertinent from City and other sources and have made such
independent investigations as the Bidder deems necessary in arriving at their conclusions.
Bidder understands that any bid response documents may be subject to release under the Public
Records Act Chapter 42.56 RCW and the City may be required to disclose bid responses upon a
request. Bidder acknowledges that they have been advised to mark any records believed to be
trade secrets or confidential in nature as "confidential." If records marked as "confidential" are
found to be responsive to the request for records, the City as a courtesy to the Bidder may elect
to give notice to Bidder of the request so as to allow Bidder to seek a protective order from a
Court. Bidder acknowledges and agrees that any records deemed responsive to a public records
request may be released at the sole discretion of, and without notice by, the City.
Contract Execution
The Bidder agrees that if this Proposal is accepted, the bidder will, within fourteen (14) calendar days
after Notice of Award, complete and sign the Contract in the form annexed hereto, and will at that
time deliver to the City executed copies of the Performance Bond, Labor and Material Payment bond,
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the Certificate of Insurance, and other documentation required by the Contract Documents, and will,
to the extent of the Proposal, furnish all machinery, tools, apparatus and other means of construction
and do the work and furnish all the materials or services necessary to complete all work as specified
or indicated in the Contract Documents.
Start of Construction and Contract Completion
The Bidder further agrees that within 14 calendar days of CONTRACT START DATE, they will meet
with engineering personnel and begin work no earlier than the date of the City of Port Orchard's
Notice to Proceed, and complete the construction within 120 working days of START DATE.
Additional working days may be granted for delays in the arrival of Owner Furnished -Contractor
Installed (OFCI) equipment of more than 50 days.
Lump Sum and Unit Price Work
The Bidder further proposes to accept as full payment for the work proposed herein the amounts
computed under the provisions of the Contract Documents and based on lump sum and unit price
amounts, it being expressly understood that the unit prices are independent of the exact
quantities involved. The Bidder agrees that the lump sum prices and the unit prices represent a
true measure of the labor, services, and materials required to perform the work, including all
allowances for overhead and profit for each type and unit of work called for in these Contract
Documents.
If any material, item, or service required by the Contract Documents has not been mentioned
specifically, the same shall be furnished and placed with the understanding that the full cost to
the City has been merged with prices named in the proposal.
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SCHEDULE OF CONTRACT PRICES
MELCHER STREET PUMP STATION REHABILITATION PROJECT
PROJECT NO. PW2023-017
NOTE: Unit prices for all items and the total amount bid must be shown. The Project must be bid
in its entirety, including all bid items as specifically listed in the Proposal, in order to be considered
a responsive bid. Where conflict occurs between the unit price and the total amount named for
any items, the unit price typed or printed and entered in ink shall prevail. The Contracting Agency
reserves the right to award all work bid according to the lowest qualified responsive bid tendered,
available funds, and as it best serves the interest of the Contracting Agency. All work awarded will
be made to the same Contractor/bidder.
Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
Base Bid
1
Lump
N/A
Mobilization, demobilization, LS $
$
Sum
and demolition
(Total Amount in Words)
2
Lump
N/A
Pump station modifications, LS $
$
Sum
incl. antennae base,
equipment pads, ventilation
louver/screen, and masonry
(Total Amount in Words)
3
Lump
N/A
Electrical power and lighting LS $
$
Sum
modifications
(Total Amount in Words)
4
Lump
N/A
Pumps LS $
$
Sum
(Total Amount in Words)
5
Lump
N/A
Piping and supports LS $
$
Sum
(Total Amount in Words)
6
Lump
N/A
Controls LS $
$
Sum
(Total Amount in Words)
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Item Estimated SP / STD Description of Item / Total Unit Price Total Amount
No. Quantity Amount in Words
7 lump N/A Generator, Base Tank, and LS $ $
Sum Silencer Installation
(Total Amount in Words)
Total Base Bid $
Sales Tax 9.3% $
TOTAL BID $
SALES TAX
Retailing/Retail Sales Tax Rule WAC 458-20-170: Washington State Retail sales tax added as percent (%) in
addition to contract bid price; sales tax shown as separate line item.
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The undersigned Bidder hereby agrees to start construction on this project, if awarded, no later
than fourteen (14) calendar days after Notice to Proceed and to complete the project within the
time stipulated in the Contract. By signing below, Bidder acknowledges receipt of the following
Addenda to the Bid Documents:
CITY OF PORT ORCHARD
MELCHER STREET PUMP STATION REHABILITATION
PUBLIC WORKS PROJECT NO. PW2023-017
Addendum No. Date of Receipt Addendum No. Date of Receipt
Addendum No. Date of Receipt Addendum No. Date of Receipt
NOTE: Failure to acknowledge receipt of Addenda may be considered as an irregularity in the Bid
Proposal and Owner reserves the right to determine whether the bid will be disqualified.
By signing below, Bidder certifies that they have reviewed the insurance provisions of the Bid
Documents and will provide the required coverage.
The undersigned Bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date for this Project, the Bidder is not a "willful" violator, as defined in RCW
49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and
binding citation and notice of assessment issued by the Department of Labor and Industries or
through a civil judgment entered by a court of limited or general jurisdiction.
OFFICIAL AUTHORIZED TO SIGN FOR BIDDER:
"I certify (or declare) under penalty of perjury under the laws of the State of Washington that
the foregoing is true and correct."
Signature:
Date:
Printed Name and Title:
Location or Place Executed (City, State):
Business Address:
Business Telephone:
NOTES: If the Bidder is a co -partnership, give firm name under which business is transacted;
proposal must be executed by a partner. If the Bidder is a corporation, proposal must be
executed in the corporate name by the president or vice-president (or any other corporate
officer accompanied by evidence of authority to sign).
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STATE OF
)ss.
COUNTY OF
I certify that I know or have satisfactory evidence that signed
this proposal, on oath stated that they are authorized to execute the proposal and acknowledged
it as the (title) of
(name of party on behalf of whom proposal was executed) and acknowledged it to be their free
and voluntary act for the uses and purposes mentioned in this proposal.
Dated this day of 120
Notary Public
Printed Name
My Commission Expires:
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BIDDER'S QUALIFICATION FORM
CITY OF PORT ORCHARD
MELCHER STREET PUMP STATION REHABILITATION
PUBLIC WORKS PROJECT NO. PW2023-017
1. Name of Contractor:
Address:
2. Telephone No. ( )
Email Address
Fax No.: ( )
3. Washington State Dept. of Labor and Industries Worker's Compensation Account No.:
4. Washington State Dept. of Licensing Contractor's Registration No.:
Expiration Date:
5. Washington State Uniform Business Identifier No.:
(Must ha ve UBi number before the contract is a warded.)
6. Does the Contractor have a City of Port Orchard Business License Yes: No:
(A City of Port Orchard Business license is required prior to commencing work pursuant to a written Notice to
Proceed)
7. Number of years engaged in contracting business under above name:
8. At the time of bid submittal, did the contractor have a certificate of registration in compliance
with Chapter 18.27 RCW?
9. Does the contractor have industrial insurance coverage for its employees working in
Washington as required in Title 51 RCW? (Provide number.)
10. Does the contractor have an employment security department number as required in Title
50 RCW? (Provide number):
11. Does the contractor have a state excise tax registration number as required in Title 82 RCW?
(Provide number):
12. Has the contractor been disqualified from bidding on any public works contract under RCW
39.06.010 or 39.12.065(3)?
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13. If project includes Federal funding. Is the Contractor registered in Sam.gov? Yes No
Enter Unique ID No. (UEI)
14. Has the contractor received training on the requirements related to public works and
prevailing wage under chapters 39.04 and 39.12 RCW, as required in RCW 39.04.350(1)(f)
15. Within the three-year period immediately preceding the date of the bid solicitation, was the
contractor (determined by a final and binding citation and notice of assessment issued by the
department of labor and industries or through a civil judgment entered by a court of limited
or general jurisdiction) to have willfully violated, as defined in RCW 49.48.082, any provision of
chapter 49.46, 49.48, or 49.52 RCW?
16. Has the contractor violated the "Off -site Prefabricated Non -Standard Project Specific Items"
reporting requirements more than one time as determined by the department of labor and
industries?
17. Particular types of construction performed by your company:
18. Gross amount of contracts now on hand: $
19. List similar recent construction projects that your firm has done in the last 5 years (i.e., water
and storm and sanitary sewer main construction, road reconstruction, excavations, extensive
dewatering, etc.):
Amount Type Owner's Name
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20. What is the construction experience of the principal individuals to be assigned to this project?
Years of
Construction
Name Title Experience Availability
Pursuant to RCW 39.06.020, the contractor further agrees to verify responsibility criteria for each
of its subcontractors and to require each of its subcontractors to both verify responsibility criteria
as described herein for its subcontractors and include instant condition for verification
requirement.
In
(Authorized Signature)
Title:
Date:
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BID SECURITY
CITY OF PORT ORCHARD
MELCHER STREET PUMP STATION REHABILITATION
PUBLIC WORKS PROJECT NO. PW2023-017
Bid Deposit:
The undersigned Principal hereby submits a Bid Deposit with the City of Port Orchard in the form of a cash
deposit, certified or cashier's check, or postal money order in the amount of
Dollars
3CQSTIVI
KNOW ALL MEN BY THESE PRESENTS: That we, , as Principal and
, as Surety, are held firmly bound unto the City of Port Orchard,
Washington, as Obligee, in the penal sum of Dollars, for the
payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally by these presents.
The conditions of this obligation are such that if the Obligee shall make any award to the Principal for
, Port Orchard, Washington, according to the terms of the Proposal
or Bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the
Obligee in accordance with the terms of said Proposal or Bid and award and shall give bond for the faithful
performance thereof, with Surety or Sureties approved by the Obligee, or if the Principal shall, in case of
failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,
then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the
Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this
Bond.
Signed, Sealed and Dated this day of 20
Principal
Surety
Signature of Authorized Official Signature of Authorized Official
Printed Name and Title
Name and address of local office of
Agent and/or Surety Company:
By:
Attorney -in -Fact (Attach Power of Attorney)
Surety companies executing bonds must appear on the current Authorized Insurance List in the State of
Washington per Section 1-02.7 of the Standard Specification.
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Failure to return this Declaration as part of the bid proposal pankage
will make the bid nonresponsive and ineligible for award.
NON -COLLUSION DECLARATION
I, by signing the proposal. hereby declare. UnCFer penalty of
perjury under the laws of the U nited States that the following
statements are true and correct;
That the undersigned persGn�s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in restraint of
free competitive bidding in connection with the project for which this
,Droposal is submitted.
2. That by signing the signature page of this proposal. I am
deemed to have signed and to have agreed to the provisions
of this declaration.
To report rigging activtbes call:
i M:IrlrIM PZ_ ��'-I11
The U-S. Department of Transportation (USDOT) operates the above toll -free
"hotline" Monday through Friday, 8=00 a.m. to 5:00 p_m.- eastern time_ Anyone
with knowledge of possible bid rigging, bidder collusion_ arOther fraudulord
activities should use the "hotline" to report such activities.
The 'hotline" is part of USDOT:s continuing effort to identify and investigate
highway construction contract fraud and abuse and is operated under the
direction of the USDOT Inspector General_ All information will be treated
confidentially and caller anonymity will be respected.
DDT Fbon 272-0 MH EF
Revmed i06
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CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES
The bidder hereby certifies that, within the three-year period immediately preceding the bid
solicitation date 11/15/24, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of
any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation
and notice of assessment issued by the Department of Labor and Industries or through a civil
judgment entered by a court of limited or general jurisdiction.
I certify under penalty of perjury under the laws of the State of Washington that the foregoing is
true and correct.
Bidder's Business Name
Signature of Authorized Off icer/Representative*
Printed Name
Title
Date City State
Check One:
Sole Proprietorship ❑ Partnership ❑ Joint Venture ❑ Corporation/LLC ❑
State of Incorporation, or if not a corporation, State where business entity was formed:
If a co -partnership, give firm name under which business is transacted:
*If a corporation or limited liability company, this certificate must be executed in the entity's name
by the president or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co -partnership, this certificate must be executed by a partner.
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SUPPLEMENTAL CRITERIA INFORMATION FORM
As evidence that the Bidder meets the mandatory and supplemental responsibility criteria, the
apparent two lowest Bidders must submit to the Owner by 12:00 p.m. (noon) of the second
business day following the bid submittal deadline, this Supplemental Criteria Information Form
verifying that the Bidder meets the Mandatory Criteria under RCW 39.04.350(1) and the
Supplemental Bidder Criteria stated below. The two lowest Bidders shall also submit supporting
documentation including but not limited to that detailed below (sufficient in the sole judgment
of the Owner) demonstrating compliance with all mandatory and supplemental responsibility
criteria. The Owner reserves the right to request such documentation from other Bidders as well,
and to request further documentation as needed to assess Bidder responsibility. The Owner also
reserves the right to obtain information from third parties and independent sources of
information concerning a Bidder's compliance with the mandatory and supplemental criteria,
and to use that information in their evaluation. The Owner may (but is not required to) consider
mitigating factors in determining whether the Bidder complies with the requirements of the
supplemental criteria.
The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria
shall include any documents or facts obtained by Owner (whether from the Bidder or third
parties) including but not limited to: (i) financial, historical, or operational data from the Bidder;
(ii) information obtained directly by the Owner from others for whom the Bidder has worked, or
other public agencies or private enterprises; and (iii) any additional information obtained by the
Owner which is believed to be relevant to the matter.
If the Owner determines the Bidder does not meet the bidder responsibility criteria and is
therefore not a responsible Bidder or the bid is not responsive, the Owner shall notify the Bidder
in writing, with the reasons for its determination. If the Bidder disagrees with this determination,
it may appeal the determination within two (2) business days of the Owner's determination by
presenting its appeal and any additional information to the Owner. The Owner will consider the
appeal and any additional information before issuing its final determination. If the final
determination affirms that the Bidder is not responsible (or the bid is not responsive), the Owner
will not execute a contract with any other Bidder until at least two business days after the Bidder
determined to be not responsible (or the bid not responsive) has received the Owner's final
determination.
Request to Change Supplemental Bidder Responsibility Criteria Prior to Bid: Bidders with
concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility
Criteria may make or submit requests to the Owner to modify the criteria. Such requests shall be
in writing, describe the nature of the concerns, and propose specific modifications to the criteria.
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Bidders shall submit such requests to the Owner no later than five (5) business days prior to the
bid submittal deadline and address the request to the Project Engineer or such other person
designated by the Owner in the Bid Documents.
For criteria with check boxes, the bidder will check either "Yes" or "No." For each "Yes" answer
on the form, the Bidder shall provide a signed and dated statement providing the project
information requested and explaining the extenuating circumstances.
Project Name: Melcher Street Pump Station Rehabilitation
Part A. General Company Information
Company Name:
Address:
Contact Phone:
Contact E-mail:
Years in business as a Prime Contractor:
Years in business as a subcontractor:
Years in business under Present Name:
List any former company names under which the company, its owners, and/or its principals
has operated in the past five (5) years.
Explain reason for name change(s) in the past five (5 years)
Part B. Delinquent State Taxes
Is the bidder listed on the Washington State Department of Revenue's "Delinquent Taxpayer
List" website: http://dor.wa.gov/content/fileandpaytaxes/latefiIing/dtlwest.aspx
Yes ❑ No ❑
If "Yes" attach a copy of the written payment plan approved by the Department of Revenue.
Part C. Federal Debarment
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The bidder shall not be listed as a current debarred or suspended bidder on the Federal
"System For Award Management" website www.sam.gov. Is the bidder listed as debarred or
suspended?
Yes❑ No❑
Sam.gov Unique Entity ID No.
Part D. Subcontractor Responsibility
Does the bidder's standard subcontract form include the subcontractor language required by
RCW 39.06.020? Does the bidder have an established procedure which it uses to validate the
responsibility of each of its subcontractors? Does the subcontract form require that each of
the bidder's subcontractors have and document a similar procedure for sub -tier
subcontractors?
Yes No❑
If "Yes" or "No", provide a copy of its standard subcontract form and a copy of the procedures
used to validate the responsibility of subcontractors.
Part E. Prevailing Wages
In the last five (5) years, has the bidder had prevailing wage complaints filed against it or
received violations as determined by the applicable state or federal government agency
monitoring prevailing and/or Davis -Bacon wage compliance?
Yes No❑
If "Yes," attach a separate signed/dated statement listing the prevailing wage violations, along
with an explanation of each violation and how it was resolved. The City shall evaluate these
explanations and the resolution of each violation to determine whether the violations
demonstrate a pattern of failure to pay prevailing wages to workers unless there are
extenuating circumstances acceptable to the City.
Part F. Claims Against Retainage and Bonds
Does the bidder have a record of any claims filed against the retainage or payment bonds for
public works projects during the previous three (3) years?
Yes ❑ No ❑
If "Yes", attach a separate signed / dated statement for each project with claims which
includes the following: 1) Owner and contact information for the owner; 2) a list of claims filed
against the retainage and/or payment bond for the project; and 3) a written explanation of
the circumstances surrounding the claim and the ultimate resolution of the claim. The City
may contact previous owners to validate the information provided by the Bidder. The City
shall evaluate the information to determine if it demonstrates a lack of effective management
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by the bidder of making timely and appropriate payments, unless there are extenuating
circumstances acceptable to the City in its sole discretion.
Part G. Public Bidding Crime
Has the bidder been convicted of a crime involving bidding on a public works contract within
the last five (5) years?
Yes ❑ No ❑
Part H. Termination for Cause/Termination for Default
Has the bidder had any public works contract terminated for cause by any government agency
during the previous five (5) years?
Yes ❑ No ❑
If "Yes", attach a separate signed / dated statement listing each contract terminated, the
government agency terminating the contract and the circumstances involving the termination
for cause. The City will determine if there are extenuating circumstances acceptable to the
City in its sole discretion.
Part I. Lawsuits
Has the bidder been involved in lawsuits (or arbitrations for those instances where arbitration
is completed in lieu of a lawsuit) with judgments entered against the bidder for failure to meet
terms on contracts in the previous five (5) years?
Yes ❑ No ❑
If "Yes", attach a list of lawsuits and/or arbitrations with judgments / arbitration awards
entered against the bidder along with a written explanation of the circumstances surrounding
each lawsuit and/or arbitration.
Part J. Work Experience
List at least three construction projects on the attached Work Experience Form, each of which
meet all of the following criteria:
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• Successfully completed water distribution pump station construction or repairs, in the
past 7 years.
• Work includes electrical power and controls.
• Contract value exceeding $500,000.00.
Part K. Signature
I hereby certify, warrant and declare under penalty of perjury that the information included
herein is correct and complete. Failure to disclose requested information or submitting false or
misleading information may result in rejection of my bid, termination of my contract, and may
impact my firm's ability to bid on future projects.
Signature of Authorized Representative Date
Printed Name of Authorized Representative Title
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Work Experience Form
List at least three construction projects on the attached Work Experience Form, each of
which meet all of the following criteria:
• Successfully completed within the last seven (7) years.
• Water main pump installation, connection, and repairs.
• Electrical power and system controls
• Contract value exceeding $500,000.00.
1.
Contract Value $
2.
Contract Value $
3.
Contract Value $
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9
5.
Contract Value $
Contract Value $
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SUBCONTRACTOR LIST
Per RCW 39.30.060, the bidder is required to submit as part of the bid the names of the
subcontractors with whom the bidder will subcontract for performance of the work of HVAC
(heating, ventilation, and air conditioning), plumbing as described in chapter 18.106 RCW, and
electrical as described in chapter 19.28 RCW, or to name itself for the work and is also required to
list the names of subcontractors with whom the bidder will subcontract for performance of the
work of structural steel installation and rebar installation. The bidder shall not list more than one
subcontractor for each category of work identified, unless subcontractors vary with bid alternates,
in which case the bidder must indicate which subcontractor will be used for which alternate.
The work to be performed is to be listed below the subcontractor(s) name. The requirement to
name the bidder's proposed HVAC, plumbing, electrical, structural steel installation, and rebar
installation subcontractors applies only to proposed HVAC, plumbing, electrical, structural steel
installation, and rebar installation subcontractors who will contract directly with the bidder
submitting the bid to the public entity.
Failure to list subcontractors who are proposed to perform the work of HVAC (heating, ventilation
and air conditioning), plumbing, and electrical, or to name itself to perform such work, or failing
to name subcontractors who are proposed to perform structural steel installation or rebar
installation, or naming more than one subcontractor to perform the same work will result in your
bid being non -responsive and therefore void.
Subcontractor Name
Work to be Performed
Subcontractor Name
Work to be Performed
Subcontractor Name
Work to be Performed
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Subcontractor Name
Work to be Performed
Subcontractor Name
Work to be Performed
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CONTRACT DOCUMENTS
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CONTRACT
CITY OF PORT ORCHARD
MELCHER STREET PUMP STATION REHABILITATION
CONTRACT NO.
THIS CONTRACT ("Contract") is made and entered into this day of
20_, by and between the City of Port Orchard, a municipality incorporated and existing under the
laws of the State of Washington, hereinafter called the "City," and
, hereinafter called the "Contractor."
WITNESSETH:
General Provisions.
A. Description of Work.
The Contractor, in consideration of the covenants, agreements and payments to be performed
and made bythe City, hereby covenants and agrees to furnish all labor, tools, materials, equipment
and supplies required for, and to execute, construct and finish in full compliance with the Contract
Documents, MELCHER STREET PUMP STATION REHABILITATION. The Contractor further agrees to
perform all such work for the Contract Price stated in the Contractor's Bid Proposal dated
, attached hereto and incorporated herein by this reference as if set forth in full.
Contractor further represents that the services furnished under this Agreement will be performed
in accordance with and as described in the attached plans and specifications and with the Port
Orchard Municipal Code, the City's Public Works Standards, which includes (but is not limited to)
the 2021 edition of the WSDOT Standard Specifications for Road, Bridge, and Municipal
Construction (which shall apply except where noted otherwise). All of these standards are by this
reference incorporated herein and made a part hereof. Contractor further represents that the
services furnished under this Agreement will be performed in accordance with generally accepted
professional practices within the Puget Sound region in effect at the time such services are
performed.
The Contract Documents include:
Exhibit A -a confirmed copy of the Proposal made by the Contractor on together
with the Instructions to Bidders.
Exhibit B — The Project Manual for the MELCHER STREET PUMP REHABILITATION Project.
Exhibit C — Retainage Options
All Exhibits to this Contract are by this reference incorporated herein and made a part hereof as if
set forth in full.
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B. Time of Completion.
Time is of the essence of this Contract. It is agreed that the work covered by this Contract shall
start within 14 calendar days after Notice to Proceed is issued and that all construction shall be
complete within 120 working days after the Notice to Proceed Date. Additional working days may
be granted for delays in the arrival of Owner Furnished -Contractor Installed (OFCI) equipment of
more than 50 days.
C. Liquidated Damages.
It is further agreed that the City will suffer damage and be put to additional expense in the event
that the Contractor shall not have the specified portions of the work completed in all its parts in
the time specified, and as it may be difficult to accurately compute the amount of such damage,
the Contractor expressly covenants and agrees to pay to the City liquidated damages, the sum as
calculated by the equation shown in Section 1-08.9 of the WSDOT Standard Specifications, for
each and every working day said work is not complete beyond the time shown in the Proposal.
II. Non -Discrimination.
During the performance of this Contract, the Contractor, for itself, its assignees, and successors in
interest agrees to comply with the following non-discrimination statutes and authorities; including
but not limited to compliance with the following Pertinent Non -Discrimination Authorities:
• Title VI of the Civil Rights Act of 1964 (42 U S.C. § 2000d et seq., 78 stat. 252), (prohibits
discrimination on the basis of race, color, national origin); and 49 C.F.R. Part 21.
• The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42
U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has
been acquired because of Federal or Federal -aid programs and projects);
• Federal -Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the
basis of sex);
• Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended,
(prohibits discrimination on the basis of disability); and 49 C.F.R. Part 27;
• The Age Discrimination Act of 1975, as amended, (42 U S.C. § 6101 et seq.), (prohibits
discrimination on the basis of age),
• Airport and Airway Improvement Act of 1982, (49 USC§ 471, Section 4 7123), as amended,
(prohibits discrimination based on race, creed, color, national origin, or sex);
• The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and
applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975
and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms
"programs or activities" to include all of the programs or activities of the Federal -aid
recipients, sub- recipients and contractors, whether such programs or activities are
Federally funded or not);
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• Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the
basis of disability in the operation of public entities, public and private transportation
systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131-
12189) as implemented by Department of Transportation regulations at 49 C.P.R. parts 37
and 38;
• The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123)
(prohibits discrimination on the basis of race, color, national origin, and sex);
• Executive Order 12898, Federal Actions to Address Environmental Justice in Minority
Populations and Low -Income Populations, which ensures discrimination against minority
populations by discouraging programs, policies, and activities with disproportionately high
and adverse human health or environmental effects on minority and low-income
populations;
• Executive Order 13166, Improving Access to Services for Persons with Limited English
Proficiency, and resulting agency guidance, national origin discrimination includes
discrimination because of limited English proficiency (LEP). To ensure compliance with Title
VI, you must take reasonable steps to -ensure that LEP persons have meaningful access to
your programs (70 Fed. Reg. at 74087 to 74100);
• Title IX of the Education Amendments of 1972, as amended, which prohibits you from
discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq).
Title VI of the Civil Rights Act of 1964
The City of Port Orchard, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252,
42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of
Transportation subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted
programs of the Department of Transportation issued pursuant to such Act, must affirmatively
ensure that its contracts comply with these regulations.
Also, in accordance with Title VI, the City is required to include the following clauses in every
contract subject to Title VI and its related regulations.
Therefore, during the performance of this Contract, the Contractor, for itself, its assignees, and
successors in interest agrees as follows:
1. Compliance with Regulations: The Contractor will comply with the Acts and the regulations
relative to Nondiscrimination in Federally -assisted programs of the U.S. Department of
Transportation, Federal Highway Administration (FHWA), as they may be amended from
time to time, which are herein incorporated by reference and made a part of this Contract.
2. Nondiscrimination: The Contractor, with regard to the work performed by it during this
Contract, will not discriminate on the grounds of race, color, national origin, sex, age,
disability, income -level, or LEP in the selection and retention of subcontractors, including
procurements of materials and leases of equipment. The Contractor will not participate
directly or indirectly in the discrimination prohibited by the Acts and the Regulations as set
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forth herein, including employment practices when this Contract covers any activity,
project, or program set forth in Appendix B of 49 C.F.R. part 21.
3. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all
solicitations, either by competitive bidding, or negotiation made by the Contractor for
work to be performed under a subcontract, including procurements of materials, or leases
of equipment, each potential subcontractor or supplier will be notified by the Contractor
of the Contractor's obligations under this Contract and the Acts and the Regulations
relative to Non-discrimination on the grounds of race, color, national origin, sex, age,
disability, income -level, or LEP.
4. Information and Reports: The Contractor will provide all information and reports required
by the Acts, the Regulations and directives issued pursuant thereto and will permit access
to its books, records, accounts, other sources of information, and its facilities as may be
determined by the City or the FHWA to be pertinent to ascertain compliance with such
Acts, Regulations, and instructions. Where any information required of the Contractor is in
the exclusive possession of another who fails or refuses to furnish the information, the
Contractor will so certify to the City or the FHWA, as appropriate, and will set forth what
efforts it has made to obtain the information.
5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the
Non-discrimination provisions of this Contract, the City will impose such contract sanctions
as it or the FHWA may determine to be appropriate, including, but not limited to:
1. withholding payments to the Contractor under the Contract until the Contractor
complies; and/or
2. cancelling, terminating, or suspending the Contract, in whole or in part.
6. Incorporation of Provisions: The Contractor will include the provisions of paragraphs one
through six in every subcontract, including procurements of materials and leases of
equipment, unless exempt by the Acts, the Regulations and directives issued pursuant
thereto. The Contractor will take action with respect to any subcontract or procurement
as the City or the FHWA may direct as a means of enforcing such provisions including
sanctions for noncompliance. Provided, that if the Contractor becomes involved in, or is
threatened with litigation by a subcontractor, or supplier because of such direction, the
Contractor may request the City to enter into any litigation to protect the interests of the
City. In addition, the Contractor may request the United States to enter into the litigation
to protect the interests of the United States.
III. Public Records Act Chapter 42.56 RCW
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Contractor understands that her/his bid response documents, and any contract documents may
be subject to release under the Public Records Act Chapter 42.56 RCW and the City may be
required to disclose such documents upon a request. Contractor acknowledges that they have
been advised to mark any records believed to be trade secrets or confidential in nature as
"confidential." If records marked as "confidential" are found to be responsive to the request for
records, the City as a courtesy to the Contractor, may elect to give notice to Contractor of the
request so as to allow Contractor to seek a protective order from a Court. Contractor
acknowledges and agrees that any records deemed responsive to a public records request may be
released at the sole discretion of, and without notice by, the City.
IV. Termination
The City may terminate this contract for cause or for convenience.
1. Termination for Cause. The City may, upon 7 days written notice to Contractor and to its
surety, terminate (without prejudice to any right or remedy of the City) the contract, or
any part of it, for cause upon the occurrence of any one or more of the following events:
Contractor fails to complete the work or any portion thereof with sufficient diligence to
ensure substantial completion of the work within the contract time; Contractor is
adjudged bankrupt, makes a general assignment for the benefit of its creditors, or a
receiver is appointed on account of its insolvency; Contractor fails in a material way to
replace or correct work not in conformance with the Contract Documents, Contractor
repeatedly fails to supply skilled workers or proper materials or equipment; Contractor
materially disregards or fails to comply with laws, ordinances, rules, regulations, or orders
of any public authority having jurisdiction; or Contractor is otherwise in material breach
of any provision of the contract. Upon termination, the City may, at its option, take
possession of or use all documents, materials, equipment, tools, and construction
equipment and machinery thereon owned by Contractor to maintain the orderly progress
of, and to finish, the work, and finish the work by whatever other reasonable method it
deems expedient.
2. Termination for Convenience. The City may, upon written notice, terminate (without
prejudice to any right or remedy of the City) the contract, or any part of it, for the
convenience of the City.
3. Settlement of Costs. If the City terminates for convenience, Contractor shall be entitled
to make a request for an equitable adjustment for its reasonable direct costs incurred
prior to the effective date of the termination, plus a reasonable allowance for overhead
and profit on work performed prior to termination, plus the reasonable administrative
costs of the termination, but shall not be entitled to any other costs or damages,
whatsoever, provided however, the total sum payable upon termination shall not exceed
the Contract Sum reduced by prior payments.
V. Corporate Surety Bond
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With this Contract, Contractor is furnishing a Corporate Surety Bond in the amount of
Dollars ($ ) with
as Surety, to ensure full compliance, execution and performance of this Contract by the Contractor
in accordance with all its terms and provisions.
VI. Independent Contractor.
The parties intend that an Independent Contractor -Employer Relationship will be created by this
Agreement and that the Contractor has the ability to control and direct the performance and
details of its work, the City being interested only in the results obtained under this Agreement.
VII. Employment of State Retirees.
The City is a "DRS-covered employer" which is an organization that employs one or more members
of any retirement system administered by the Washington State Department of Retirement
Systems (DRS). Pursuant to RCW 41.50.139(1) and WAC 415-02-325(1), the City is required to elicit
on a written form if any of the Contractor's employees providing services to the City retired using
the 2008 Early Retirement Factors (ERFs), or if the Contractor is owned by an individual who retired
using the 2008 ERFs, and whether the nature of the service and compensation would result in a
retirement benefit being suspended. Failure to make this determination exposes the City to
significant liability for pension overpayments. As a result, before commencing work under this
Agreement, Contractor shall determine whether any of its employees providing services to the
City or any of the Contractor's owners retired using the 2008 ERFs, and shall immediately notify
the City and shall promptly complete the form provided by the City after this notification is made.
This notification to DRS could impact the payment of retirement benefits to employees and
owners of Contractor. Contractor shall indemnify, defend, and hold harmless the City from any
and all claims, damages, or other liability, including attorneys' fees and costs, relating to a claim
by DRS of a pension overpayment caused by or resulting from Contractor's failure to comply with
the terms of this provision. This provision shall survive termination of this Agreement.
VIII. Changes.
The City may issue a written change order for any change in the Contract work during the
performance of this Agreement. If the Contractor determines, for any reason, that a change order
is necessary, Contractor must submit a written change order request to the person listed in the
Notice provision section of this Agreement, within fourteen (14) calendar days of the date
Contractor knew or should have known of the facts and events giving rise to the requested change.
If the City determines that the change increases or decreases the Contractor's costs or time for
performance, the City will make an equitable adjustment. The City will attempt, in good faith, to
reach agreement with the Contractor on all equitable adjustments. However, if the parties are
unable to agree, the City will determine the equitable adjustment as it deems appropriate. The
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Contractor shall proceed with the change order work upon receiving either a written change order
from the City or an oral order from the City before actually receiving the written change order. If
the Contractor fails to require a change order within the time specified in this paragraph, the
Contractor waives its right to make any claim or submit subsequent change order requests for that
portion of the contract work. If the Contractor disagrees with the equitable adjustment, the
Contractor must complete the change order work; however, the Contractor may elect to protest
the adjustment as provided in subsections A through E of Section IX entitled, "Claims," below.
The Contractor accepts all requirements of a change order by: (1) endorsing it, (2) writing a
separate acceptance, or (3) not protesting in the way this section provides. A change order that
is accepted by Contractor as provided in this section shall constitute full payment and final
settlement of all claims for contract time and for direct, indirect and consequential costs, including
costs of delays related to any work, either covered or affected by the change.
IX. Claims. If the Contractor disagrees with anything required by a change order, another
written order, or an oral order from the City, including any direction, instruction, interpretation,
or determination by the City, the Contractor may file a claim as provided in this section. The
Contractor shall give written notice to the City of all claims within fourteen (14) calendar days of
the occurrence of the events giving rise to the claims, or within fourteen (14) calendar days of the
date the Contractor knew or should have known of the facts or events giving rise to the claim,
whichever occurs first. Any claim for damages, additional payment for any reason, or extension
of time, whether under this Agreement or otherwise, shall be conclusively deemed to have been
waived by the Contractor unless a timely written claim is made in strict accordance with the
applicable provisions of this Agreement.
At a minimum, a Contractor's written claim shall include the information set forth in subsections
A, items 1 through 5 below.
FAILURE TO PROVIDE A COMPLETE, WRITTEN NOTIFICATION OF CLAIM WITHIN THE TIME
ALLOWED SHALL BE AN ABSOLUTE WAIVER OF ANY CLAIMS ARISING IN ANYWAY FROM THE FACTS
OR EVENTS SURROUNDING THAT CLAIM OR CAUSED BY THAT DELAY.
A. Notice of Claim. Provide a signed written notice of claim that provides the following
information:
1. The date of the Contractor's claim;
2. The nature and circumstances that caused the claim;
3. The provisions in this Agreement that support the claim;
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4. The estimated dollar cost, if any, of the claimed work and how that estimate was
determined; and
5. An analysis of the progress schedule showing the schedule change or disruption if
the Contractor is asserting a schedule change or disruption.
B. Records. The Contractor shall keep complete records of extra costs and time incurred as
a result of the asserted events giving rise to the claim. The City shall have access to any of the
Contractor's records needed for evaluating the protest.
The City will evaluate all claims, provided the procedures in this section are followed. If the City
determines that a claim is valid, the City will adjust payment for work or time by an equitable
adjustment. No adjustment will be made for an invalid protest.
C. Contractor's Duty to Complete Protested Work. In spite of any claim, the Contractor shall
proceed promptly to provide the goods, materials and services required by the City under this
Agreement.
D. Failure to Protest Constitutes Waiver. By not protesting as this section provides, the
Contractor also waives any additional entitlement and accepts from the City any written or oral
order (including directions, instructions, interpretations, and determination).
E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of this
section, the Contractor completely waives any claims for protested work and accepts from the City
any written or oral order (including directions, instructions, interpretations, and determination).
X. Limitation Of Actions.
CONTRACTOR MUST, IN ANY EVENT, FILE ANY LAWSUITARISING FROM OR CONNECTED WITH THIS
AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS COMPLETE
OR CONTRACTOR'S ABILITY TO FILE THAT CLAIM OR SUIT SHALL BE FOREVER BARRED. THIS
SECTION FURTHER LIMITS ANY APPLICABLE STATUTORY LIMITATIONS PERIOD.
XI. Warranty.
Upon acceptance of the contract work, Contractor must provide the City a two-year warranty bond
in the amount of twenty percent (20%) of the contract price a form and amount acceptable to the
City. The Contractor shall correct all defects in workmanship and materials within two (2) years
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from the date of the City's acceptance of the Contract work, including replacing vegetation that
fails to thrive. In the event any parts are repaired or replaced, only original replacement parts
shall be used —rebuilt or used parts will not be acceptable. When defects are corrected, the
warranty for that portion of the work shall extend for one (1) additional year from the date such
correction is completed and accepted by the City. The Contractor shall begin to correct any
defects within seven (7) calendar days of its receipt of notice from the City of the defect. If the
Contractor does not accomplish the corrections within a reasonable time as determined by the
City, the City may complete the corrections and the Contractor shall pay all costs incurred by the
City in order to accomplish the correction.
XI I. Indemnification.
Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents and
volunteers harmless from any and all claims, injuries, damages, losses or suits, including all legal
costs and attorney fees, arising out of or in connection with the Contractor's performance of this
Agreement, except for that portion of the injuries and damages caused by the sole negligence of
the City.
The City's inspection or acceptance of any of Contractor's work when completed shall not be
grounds to avoid any of these covenants of indemnification.
Should a court of competent jurisdiction determine that this Agreement is subject to RCW
4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or
damages to property caused by or resulting from the concurrent negligence of the Contractor and
the City, its officers, officials, employees, agents and volunteers, the Contractor's liability
hereunder shall be only to the extent of the Contractor's negligence.
It is further specifically and expressly understood that the indemnification provided herein
constitutes the contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely
for the purposes of this indemnification. The parties further acknowledge that they have mutually
negotiated this waiver.
THE PROVISIONS OF THIS SECTION SHALL SURVIVE THE EXPIRATION OR TERMINATION OF THIS
AGREEMENT.
XIII. Insurance.
The Contractor shall procure and maintain for the duration of the Agreement, insurance against
claims for injuries to persons or damage to property which may arise from or in connection with
the performance of the work hereunder by the Contractor, its agents, representative, employees
or subcontractors.
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No Limitation. Contractor's maintenance of insurance as required by the agreement shall not be
construed to limit the liability of the Contractor to the coverage provided by such insurance, or
otherwise limit the City's recourse to any remedy available at law or in equity.
A. Minimum Scope of Insurance. Contractor shall obtain insurance of the types described
below:
1. Automobile Liability insurance covering all owned, non -owned, hired and leased
vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a
substitute form providing equivalent liability coverage. If necessary, the policy shall be
endorsed to provide contractual liability coverage.
2. Commercial General Liability insurance shall be written on ISO occurrence form CG
00 01 and shall cover liability arising from premises, operations, stop gap liability,
independent contractors, products -completed operations, personal injury and advertising
injury, and liability assumed under an insured contract. The Commercial General Liability
insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form
CG 25 03 1185. There shall be no endorsement or modification of the Commercial General
Liability insurance for liability arising from explosion, collapse or underground property
damage. The City shall be named as an insured under the Contractor's Commercial General
Liability insurance policy with respect to the work performed for the City using ISO
Additional Insured endorsement CG 20 10 10 01 and Additional Insured -Completed
Operations endorsement CG 20 37 10 01 or substitute endorsements providing equivalent
coverage.
3. Workers' Compensation coverage as required by the Industrial Insurance laws of
the State of Washington.
4. Builders Risk insurance covering interests of the City, the Contractor,
Subcontractors, and Sub -subcontractors in the work. Builders Risk insurance shall be on a
all-risk policy form and shall insure against the perils of fire and extended coverage and
physical loss or damage including flood and earthquake, theft, vandalism, malicious
mischief, collapse, temporary buildings and debris removal. This Builders Risk insurance
covering the work will have a deductible of $5,000 for each occurrence, which will be the
responsibility of the Contractor. Higher deductibles for flood and earthquake perils may be
accepted by the City upon written request by the Contractor and written acceptance by
the City. Any increased deductibles accepted by the City will remain the responsibility of
the Contractor. The Builders Risk insurance shall be maintained until final acceptance of
the work by the City.
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B. Minimum Amounts of Insurance. Contractor shall maintain the following insurance limits:
1. Automobile Liability insurance with a minimum combined single limit for bodily
injury and property damage of $1,000,000 per accident.
2. Commercial General Liability insurance shall be written with limits no less than
$1,000,000 each occurrence, $2,000,000 general aggregate and a $2,000,000 products -
completed operations aggregate limit.
3. Builders Risk insurance shall be written in the amount of the completed value of
the project with no coinsurance provisions.
C. Other Insurance Provisions. The insurance policies are to contain, or be endorsed to
contain, the following provisions for Automobile Liability, Commercial General Liability and
Builders Risk insurance:
1. The Contractor's insurance coverage shall be primary insurance as respect the City.
Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be
excess of the Contractor's insurance and shall not contribute with it.
2. The Contractor's insurance shall be endorsed to state that coverage shall not be
cancelled by either party, except after thirty (30) days prior written notice by certified mail,
return receipt requested, has been given to the City.
D. Contractor's Insurance for Other Losses. The Contractor shall assume full responsibility for
all loss or damage from any cause whatsoever to any tools, Contractor's employee -owned tools,
machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's
agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective
fences.
E. Waiver of Subrogation. The Contractor and the City waive all rights against each other any
of their Subcontractors, Sub -subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk insurance or other
property insurance obtained pursuant to the Insurance Requirements Section of this Contract or
other property insurance applicable to the work. The policies shall provide such waivers by
endorsement or otherwise.
F. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best
rating of not less than A:VII.
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G. Verification of Coverage. Contractor shall furnish the City with original certificates and a
copy of the amendatory endorsements, including but not necessarily limited to the additional
insured endorsement, evidencing the Automobile Liability and Commercial General Liability
insurance of the Contractor before commencement of the work. Before any exposure to loss may
occur, the Contractor shall file with the City a copy of the Builders Risk insurance policy that
includes all applicable conditions, exclusions, definitions, terms and endorsements related to this
Project.
H. Subcontractors. Contractor shall ensure that each subcontractor of every tier obtain at a
minimum the same insurance coverage and limits as stated herein for the Contractor (with the
exception of Builders Risk insurance). Upon request the City, the Contractor shall provide evidence
of such insurance.
XIV. WORK PERFORMED AT CONTRACTOR'S RISK. Contractor shall take all necessary
precautions and shall be responsible for the safety of its employees, agents, and subcontractors
in the performance of the contract work and shall utilize all protection necessary for that purpose.
All work shall be done at Contractor's own risk, and Contractor shall be responsible for any loss of
or damage to materials, tools, or other articles used or held for use in connection with the work.
XV. Miscellaneous Provisions.
A. Non -Waiver of Breach. The failure of the City to insist upon strict performance of any of
the covenants and agreements contained in this Agreement, or to exercise any option conferred
by this Agreement in one or more instances shall not be construed to be a waiver or
relinquishment of those covenants, agreements or options, and the same shall be and remain in
full force and effect.
B. Resolution of Disputes and Governing Law. This Agreement shall be governed by and
construed in accordance with the laws of the State of Washington. If the parties are unable to
settle any dispute, difference or claim arising from the parties' performance of this Agreement,
the exclusive means of resolving that dispute, difference or claim, shall only be by filing suit
exclusively under the venue, rules and jurisdiction of the Kitsap County Superior Court, Kitsap
County, Washington, unless the parties agree in writing to an alternative dispute resolution
process. In any claim or lawsuit for damages arising from the parties' performance of this
Agreement, each party shall pay all its legal costs and attorney's fees incurred in defending or
bringing such claim or lawsuit, including all appeals, in addition to any other recovery or award
provided by law; provided, however, nothing in this paragraph shall be construed to limit the City's
right to indemnification under Section XII of this Agreement.
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C. Written Notice. All communications regarding this Agreement shall be sent to the parties
at the addresses listed on the signature page of the Agreement, unless notified to the contrary.
Any written notice hereunder shall become effective three (3) business days after the date of
mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the
addressee at the address stated in this Agreement or such other address as may be hereafter
specified in writing.
D. Assignment. Any assignment of this Agreement by either party without the written
consent of the non -assigning party shall be void. If the non -assigning party gives its consent to any
assignment, the terms of this Agreement shall continue in full force and effect and no further
assignment shall be made without additional written consent.
E. Modification. No waiver, alteration, or modification of any of the provisions of this
Agreement shall be binding unless in writing and signed by a duly authorized representative of the
City and Contractor.
F. Entire Agreement. The written provisions and terms of this Agreement, together with any
Exhibits attached hereto, shall supersede all prior verbal statements of any officer or other
representative of the City, and such statements shall not be effective or be construed as entering
into or forming a part of or altering in any manner this Agreement. All of the above documents
are hereby made a part of this Agreement. However, should any language in any of the Exhibits
to this Agreement conflict with any language contained in this Agreement, the terms of this
Agreement shall prevail.
G. Compliance with Laws. The Contractor agrees to comply with all federal, state, and
municipal laws, rules, and regulations that are now effective or in the future become applicable to
Contractor's business, equipment, and personnel engaged in operations covered by this
Agreement or accruing out of the performance of those operations.
H. Counterparts. This Agreement may be executed in any number of counterparts, each of
which shall constitute an original, and all of which will together constitute this one Agreement.IN
WITNESS WHEREOF the parties hereto have caused these presents to be duly executed.
CITY OF PORT ORCHARD
Is
Robert Putaansuu, Mayor
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CONTRACTOR
By:
Title:
Address:
ATTEST:
Brandy Wallace, MMC, City Clerk
APPROVED AS TO FORM:
Charlotte Archer, City Attorney
NOTICES TO BE SENT TO:
CONTRACTOR:
NAME
ADDRESS
TELEPHONE
Email
CITY
NAME: Denis Ryan, Public Works Director
216 Prospect Street, Port Orchard, WA 98366
TELEPHONE 360 876-4991
EMAIL: dryan@portorchardwa.gov
With a copy to the City Clerk at the same address
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Contractor:
Project Name:
Date:
5% RETAINAGE INVESTMENT OPTION'
Project Number:
EXHIBIT C
Pursuant to RCW 60.28.010, as amended, you may exercise an option as to how the 5% retainage under this
contract will be invested. Please complete and sign this form indicating your preference. If you fail to do so you
will miss the benefit of any interest earned. Select one of the following options:
F-1 1. Savings Account: Money will be placed in an interest -bearing account. The interest will be paid to
you directly, rather than kept on deposit. If this is your choice, then please complete attached
SAVINGS A CCO UNT AGREEMENT. Please state the name of your bank.
Bank:
F-1 2. Escrow/Investments: The City will deliver retainage checks to a selected bank, pursuant to an
escrow agreement. The bank will then invest the funds in securities or bonds selected by you, and
interest will be paid to you as it accrues. If this is your choice, then please complete attached ESCROW
AGREEMNT.
Preferred Bank:
Securities/Bonds:
❑ 3. Guarantee Deposit: Retainage will be held by the City. No interest is payable to the Contractor
Retainage is normally released 45 days after final acceptance of the work or following receipt of Labor and
Industries/Department of Revenue clearance, whichever date is the later. Retainage on landscaping work may
be longer, due to its seasonal nature. However, if this project is subject to grant funding, then the retainage
may also be held until such time as the Contractor meets its obligations to the City to provide required
information and documentation for compliance with the grant funding requirements.
State law allows for limited early release of retainage in certain circumstance.
Contractor's Signature
Title
1 If the Contractor opts to post a retainage bond under RCW 60.28.011, such bond shall be in a form acceptable to the
City, shall be with a surety with a minimum of A.M. Best financial strength rating of a minimum of A-.
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SAVING ACCOUNT AGREEMENT
TO BANK:
BANK'S ADDRESS:
AGENCY: CITY OF PORT ORCHARD
216 Prospect Street
Port Orchard WA 98366
CONTRACT NO:
PROJECT TITLE:
SAVINGS ACCOUNT NO:
The estimated completion date of contract is:
The undersigned, , herein referred to as
the CONTRACTOR, has directed the CITY OF PORT ORCHARD, Washington, hereinafter referred to as the
AGENCY, to deliver to you its warrants which shall be payable to you and the CONTRACTOR jointly. Such
warrants are to be held and disposed of by you in accordance with the following instructions and upon the
terms and conditions hereinafter set forth.
INSTRUCTIONS
1. Warrants or checks made payable to you and the CONTRACTOR jointly upon delivery to you shall be
endorsed by you and forwarded for collection. The moneys will then be placed by you in an interest -
bearing savings account.
2. When and as interest on the savings account accrues and is paid, you shall collect such interest and
forward it to the CONTRACTOR at its address designated below unless otherwise director by the
CONTRACTOR.
3. You are not authorized to deliver to the CONTRACTOR all or any part of the principal held by you
pursuant to this agreement, except in accordance with written instruction from the AGENCY.
Compliance with such instructions shall relieve you of any further liability related thereto.
4. The CONTRACTOR agrees to pay you as compensation for your services hereunder as follows:
Payment of all fees shall be the sole responsibility of the CONTRACTOR and shall not be deducted from
any moneys placed with you pursuant to this agreement until and unless the AGENCY directs the
release to the CONTRACTOR, whereupon you shall be granted a first lien upon such moneys released
and shall be entitled to reimburse yourself from such moneys for the entire amount of your fees as
provided for herein above. In the event that you are made a party to any litigation with respect to the
moneys held by you hereunder, or in the event that the conditions of this agreement are not promptly
fulfilled, or that you are required to render any service not provided for in these instructions, or that
there is any assignment of the interests of this agreement, or any modification hereof, you shall be
entitled to reasonable compensation for such extraordinary services from the CONTRACTOR and
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reimbursement from the CONTRACTOR for all costs and expenses, including attorney fees occasioned
by such default, delay, controversy or litigation.
5. This agreement shall not be binding until executed by the CONTRACTOR and the AGENCY and accepted
by you.
6. This instrument contains the entire agreement between you, the CONTRACTOR and the AGENCY. You
are not a party to nor bound by any instrument or agreement other than this. You shall not be required
to take notice of any default or any other matter nor be bound by nor required to give notice or
demand, nor required to take any action whatever except as herein expressly provided. You shall not
be liable for any loss or damage not caused by your own negligence or willful misconduct.
7. The foregoing provisions shall be binding upon the assigns, successors, personal representative and
heir of the Parties hereto.
CITY OF PORT ORCHARD
Contractor Agency
BY: BY:
Title:
Date:
Address:
Date:
The above savings account agreement and instruction received and accepted this
20
Bonk Nome
Authorized Bank Officer
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I10611- e\i•I:fl
BANK'S ADDRESS:
ESCROW AGREEMENT
ESCROW NO.:
AGENCY: CITY OF PORT ORCHARD
216 Prospect Street
Port Orchard WA 98366
CONTRACT NO.:
PROJECT TITLE:
The estimated completion date of contract is:
The undersigned, , herein referred to as the
CONTRACTOR, has directed the CITY OF PORT ORCHARD, Washington, hereinafter referred to as
the AGENCY, to deliver to you its warrants which shall be payable to you and the CONTRACTOR
jointly. Such warrants are to be held and disposed of by you in accordance with the following
instructions and upon the terms and conditions hereinafter set forth.
INSTRUCTIONS
1. Warrants or checks made payable to you and the CONTRACTOR jointly upon delivery to you
shall be endorsed by you and forwarded for collection. The moneys will then be used by you
to purchase, as directed by the CONTRACTOR, bonds or other securities chosen by the
CONTRACTOR and approved by the AGENCY. Attached is a list of such bonds, or other
securities approved by the AGENCY. Other bonds or securities, except stocks may be selected
by the CONTRACTOR, subject to express written approval of the AGENCY. Purchase of such
bonds or other securities shall be in a form which shall allow you alone to reconvert such
bonds or other securities into money if you are required to do so by the AGENCY as provided
in Paragraph 4 of this Escrow Agreement.
2. When and as interest on the securities held by you pursuant to this agreement accrues and is
paid, you shall collect such interest and forward it to the CONTRACTOR at its address
designated below unless otherwise directed by the CONTRACTOR.
3. You are not authorized to deliver to the CONTRACTOR all or any part of the securities held by
you pursuant to this agreement (or any moneys derived from the sale of such securities, or
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the negotiation of the AGENCY'S warrants) except in accordance with written instructions
from the AGENCY. Compliance with such instruction shall relieve you of any further liability
related thereto.
4. In the event the AGENCY orders you to do so in writing, you shall within thirty-five (35) days
of receipt of such order, reconvert into money the securities held by you pursuant to this
agreement and return such money together with any other moneys held by you hereunder,
to the AGENCY.
5. The CONTRACTOR agrees to pay you as compensation for your services hereunder as follows:
Payment of all fees shall be the sole responsibility of the CONTRACTOR and shall not be
deducted from any property placed with you pursuant to this agreement until and unless
the AGENCY directs the release to the CONTRACTOR of the securities and moneys held
hereunder whereupon you shall be granted a first lien upon such property released and
shall be entitled to reimburse yourself from such property for the entire amount of your
fees as provided for herein above. In the event that are made a party to any litigation with
respect to the property held by you hereunder, or in the event that the conditions of this
escrow are not promptly fulfilled or that you are required to render any service not provided
for in these instructions, or that there is any assignment of the interest of this escrow or any
modification hereof, you shall be entitled to reasonable compensation for such
extraordinary services from the CONTRACTOR and reimbursement from the CONTRACTOR
for all costs and expenses, including attorney fees occasioned by such default, delay,
controversy or litigation.
6. This agreement shall not be binding until executed by the CONTRACTOR and the AGENCY and
accepted by you.
7. This instrument contains the entire agreement between you, the CONTRACTOR and the
AGENCY with respect to this escrow and you are not a party to nor bound by any instrument
or agreement other than this; you shall not be required to take notice of any default or any
other matter nor be bound by nor be bound by nor required to give notice or demand , nor
required to take action whatever except as herein expressly provided; you shall not be liable
for any loss or damage not caused by your own negligence or willful misconduct.
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The foregone provision shall be binding upon the assigns, successors, personal representative, and
heir of the Parties hereto.
Contractor
By: _
Title:
Date:
Address:
CITY OF PORT ORCHARD
Agency
Date:
The above escrow agreement and instruction received and accepted this day of
120.
Bank Name
Authorized Bank Officer
SECURITIES AUTHORIZED BY AGENCY
1. Bills, certificates, notes or bonds of the United States;
2. Other obligations of the United States or its agencies;
3. Obligation of any corporation wholly -owned by the government of the United States;
4. Indebtedness of the Federal Nation Mortgage Association; and
5. Time deposits in commercial banks.
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PERFORMANCE AND PAYMENT BOND
CITY OF PORT ORCHARD
MELCHER STREET PUMP STATION REHABILITATION
PUBLIC WORKS PROJECT NO. PW2023-017
Bond to City of Port Orchard, Washington
Bond No.
We, and
(Principal)
(Surety)
a Corporation, and as a surety corporation authorized to
become a surety upon Bonds of Contractors with municipal corporations in Washington State, are
jointly and severally bound to the City of Port Orchard, Washington ("Owner"), in the penal sum
of Dollars
($ ), the payment of which sum, on demand, we bind ourselves and our
successors, heirs, administrators, executors, or personal representatives, as the case may be. This
Performance Bond is provided to secure the performance of Principal in connection with a
contract dated 20, between Principal and Owner for a project entitled
("Project") — Public Works Project No.
("Contract"). The initial penal sum shall equal 100 percent of the Total Bid Price, including all
applicable state sales tax, as specified in the Proposal submitted by Principal.
NOW, THEREFORE, this Performance and Payment Bond shall be satisfied and released only upon
the condition that Principal:
Faithfully performs all provisions of the Contract and changes authorized by Owner in the
manner and within the time specified as may be extended under the Contract;
Pays all laborers, mechanics, subcontractors, lower tier subcontractors, material -persons,
and all other persons or agents who supply labor, equipment, or materials to the Project;
Pays the taxes, increases and penalties incurred on the Project under Titles 50, 51 and 82
RCW on: (A) Projects referred to in RCW 60.28.011(1)(b); and/or (B) Projects for which the
bond is conditioned on the payment of such taxes, increases and penalties; and
Posts a two-year warranty/maintenance bond to secure the project. Such bond shall be in
the amount of twenty percent (20%) of the project costs.
Provided, further that this bond shall remain in full force and effect until released in writing by the
City at the request of the Surety or Principal.
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The surety shall indemnify, defend, and protect the Owner against any claim of direct or indirect
loss resulting from the failure:
Of the Principal (or any of the employees, subcontractors, or lower tier subcontractors
of the Principal) to faithfully perform the Contract, or
Of the Principal (or any subcontractor or lower tier subcontractor of the Principal) to pay
all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any
other person who provides supplies or provisions for carrying out the work.
The liability of Surety shall be limited to the penal sum of this Performance and Payment Bond.
No change, extension of time, alteration, or addition to the terms of the Contract or to the Work
to be performed under the Contract shall in any way affect Surety's obligation on the Performance
Bond. Surety hereby waives notice of any change, extension of time, alteration, or addition to the
terms of the Contract or the Work, with the exception that Surety shall be notified if the Contract
time is extended by more than twenty percent (20%).
If any modification or change increases the total amount to be paid under the Contract, Surety's
obligation under this Performance and Payment Bond shall automatically increase in a like
amount. Any such increase shall not exceed twenty-five percent (25%) of the original amount of
the Performance and Payment Bond without the prior written consent of Surety.
This Performance and Payment Bond shall be governed and construed by the laws of the State of
Washington, and venue shall be in Kitsap County, Washington.
IN WITNESS WHEREOF, the parties have executed this instrument in two (2) identical counterparts
this day of , 20
Principal
Signature of Authorized Official
Printed Name and Title
Name and address of local office of
Agent and/or Surety Company:
Surety
Signature of Authorized Official
By
Attorney in Fact (Attach Power of Attorney)
Surety companies executing bonds must appear on the current Authorized Insurance List in the
State of Washington per Section 1-02.7 of the Standard Specifications.
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ACKNOWLEDGEMENT
Corporation, Partnership, or Individual
STATE OF )
)ss.
COUNTY OF )
On this day of , 20 , before me, the undersigned, a Notary Public in and
for the State of Washington, duly commissioned and sworn, personally
appeared to me known to be the (check one of the following
boxes):
0 of the
corporation,
partnership,
individual,
of , the
that executed the foregoing instrument to be the free and voluntary act and deed of said 0
corporation, 0 partnership, 0 individual for the uses and purposes therein mentioned, and on
oath stated that they are authorized to execute said instrument.
WITNESS my hand and official seal hereto affixed the day and year first above written.
Notary Seal with Ink Stamp
Print or type name
NOTARY PUBLIC,
in and for the State of Washington
Residing at
My Commission expires:
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SURETY ACKNOWLEDGEMENT
STATE OF )
)ss.
COUNTY OF
On this day of , 20 , before me, the undersigned, a Notary Public
in and for the State of Washington, duly commissioned and sworn, personally
appeared to me known to be the
of , the corporation that executed the foregoing
instrument, and acknowledged the said instrument to be the free and voluntary act and deed of
said corporation, for the uses and purposes therein mentioned, and on oath stated that they are
authorized to execute said instrument.
WITNESS my hand and official seal hereto affixed the day and year first above written.
Notary Seal With Ink Stamp
Print or type name
NOTARY PUBLIC,
in and for the State of Washington
Residing
My Commission expires:
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RE
CITY OF PORT ORCHARD
MAINTENANCE/WARRANTY BOND
NOTE: This form must be completed at Contract Completion. Before the Performance Bond or the
retainage can be released, the City must receive the two year Maintenance /Warranty Bond
Project Name:
Owner/Developer/Contractor:
Project Address:
Project #:
Surety Bond #: _
Date Posted:
Expiration Date:
KNOW ALL PERSONS BY THESE PRESENTS: That we, (hereinafter
called the "Principal"), and , a corporation organized under the laws of
the State of and authorized to transact surety business in the State of
Washington (hereinafter called the "Surety"), are held and firmly bound unto the City of Port
Orchard, Washington, in the sum of
dollars ($ ) 20% of the total contract amount, lawful money of the United
States of America, for the payment of which sum we and each of us bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, by these presents. THE
CONDITIONS of the above obligation are such that:
WHEREAS, the above named Principal has constructed and installed certain improvements
on public property in connection with a project as described above within the City of Port Orchard;
and
WHEREAS, the Principal is required to post a bond for the twenty-four (24) months
following written and final acceptance of the project in order to provide security for the obligation
of the Principal to repair and/or replace said improvements against defects in workmanship,
materials or installation during the twenty-four (24) months after written and final
approval/acceptance of the same by the City;
NOW, THEREFORE, this Maintenance Bond has been secured and is hereby submitted to
the City. It is understood and agreed that this obligation shall continue in effect until released in
writing by the City, but only after the Principal has performed and satisfied the following
conditions:
A. The work or improvements installed by the Principal and subject to the terms and
conditions of this Bond are as follows: (insert complete description of work here)
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B. The Principal and Surety agree that the work and improvements installed in the above -
referenced project shall remain free from defects in material, workmanship and installation (or, in
the case of landscaping, shall survive,) for a period of twenty-four (24) months after written and
final acceptance of the same and approval by the City. Maintenance is defined as acts carried out
to prevent a decline, lapse or cessation of the state of the project or improvements as accepted
by the City during the twenty-four (24) month period after final and written acceptance, and
includes, but is not limited to, repair or replacement of defective workmanship, materials or
installations.
C. The Principal shall, at its sole cost and expense, carefully replace and/or repair any damage
or defects in workmanship, materials or installation to the City -owned real property on which
improvements have been installed and leave the same in as good condition or better as it was
before commencement of the work.
D. The Principal and the Surety agree that in the event any of the improvements or restoration
work installed or completed by the Principal as described herein, fail to remain free from defects
in materials, workmanship or installation (or in the case of landscaping, fail to survive), for a period
of twenty-four (24) months from the date of approval/acceptance of the work by the City, the
Principal shall repair and/replace the same within ten (10) days of demand by the City, and if the
Principal should fail to do so, then the Surety shall:
1. Within twenty (20) days of demand of the City, make written commitment to the
City that it will either:
a). remedy the default itself with reasonable diligence pursuant to a time
schedule acceptable to the City; or
b). tender to the City within an additional ten (10) days the amount necessary,
as determined by the City, for the City to remedy the default, up to the total
bond amount.
Upon completion of the Surety's duties under either of the options above, the Surety shall
then have fulfilled its obligations under this bond. If the Surety elects to fulfill its obligation
pursuant to the requirements of subsection D(1)(b), the City shall notify the Surety of the
actual cost of the remedy, upon completion of the remedy. The City shall return, without
interest, any overpayment made by the Surety, and the Surety shall pay to the City any
actual costs which exceeded the City estimate, limited to the bond amount.
2. In the event the Principal fails to make repairs or provide maintenance within the
time period requested by the City, then the City, its employees and agents shall have the
right at the City's sole election to enter onto said property described above for the purpose
of repairing or maintaining the improvements. This provision shall not be construed as
creating an obligation on the part of the City or its representatives to repair or maintain
such improvements.
E. Corrections. Any corrections required by the City shall be commenced within ten (10) days
of notification by the City and completed within thirty (30) days of the date of notification. If the
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work is not performed in a timely manner, the City shall have the right, without recourse to legal
action, to take such action under this bond as described in Section D above.
F. Extensions and Changes. No change, extension of time, alteration or addition to the work
to be performed by the Principal shall affect the obligation of the Principal or Surety on this bond,
unless the City specifically agrees, in writing, to such alteration, addition, extension or change. The
Surety waives notice of any such change, extension, alteration or addition thereunder.
G. Enforcement. It is specifically agreed by and between the parties that in the event any
legal action must be taken to enforce the provisions of this bond or to collect said bond, the
prevailing party shall be entitled to collect its costs and reasonable attorney fees as a part of the
reasonable costs of securing the obligation hereunder. In the event of settlement or resolution of
these issues prior to the filing of any suit, the actual costs incurred by the City, including reasonable
attorney fees, shall be considered a part of the obligation hereunder secured. Said costs and
reasonable legal fees shall be recoverable by the prevailing party, not only from the proceeds of
this bond, but also over and above said bond as a part of any recovery (including recovery on the
bond) in any judicial proceeding. The Surety hereby agrees that this bond shall be governed by
the laws of the State of Washington. Venue of any litigation arising out of this bond shall be in
Kitsap County Superior Court.
H. Bond Expiration. This bond shall remain in full force and effect until the obligations secured
hereby have been fully performed and until released in writing by the City at the request of the
Surety or Principal.
DATED this day of
SURETY COMPANY
(Signature must be notarized)
By:
Its:
Business Name:
Business Address:
City/State/Zip Code:
Telephone Number:
FORM P-1 / NOTARY BLOCK
(Developer/Owner)
, 20_
DEVELOPER/OWNER
(Signature must be notarized)
By:
Its:
Business Name:
Business Address:
City/State/Zip Code: _
Telephone Number: _
CHECK FOR ATTACHED NOTARY SIGNATURE
Developer/Owner (Form P-1)
Surety Company (Form P-2)
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STATE OF WASHINGTON )
ss.
COUNTY OF )
I certify that I know or have satisfactory evidence that is the
person who appeared before me, and said person acknowledged as the
of that they
signed this instrument, on oath stated that they are authorized to execute the instrument and
acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the
instrument.
Dated:
(print or type name)
NOTARY PUBLIC in and for the
State of Washington, residing
at:
My Commission expires:
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FORM P-2/NOTARY BLOCK
(Surety Company)
STATE OF WASHINGTON )
ss.
COUNTY OF )
I certify that I know or have satisfactory evidence that is the
person who appeared before me, and said person acknowledged as the
of that they
signed this instrument, on oath stated that they are authorized to execute the instrument and
acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the
instrument.
Dated:
(print or type name)
NOTARY PUBLIC in and for the
State of Washington, residing
at:
My Commission expires:
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NOT TO SCALE
APPENDIX A
VICINITY MAP
NOT TO SCALE SRE IOORESS: 1201 SOV *CPA
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MELCHER STREET PUMP STATION REHABILITIATION PROJECT
CONTRACT PROVISIONS AND SPECIFICATIONS
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Page 65
TABLE OF CONTENTS
DIVISION 03 — CONCRETE
031000 — CONCRETE FORMING AND ACCESSORIES
032000 — CONCRETE REINFORCING
033000 — CAST -IN -PLACE CONCRETE
DIVISION 05 — METALS
055000 — METAL FABRICATIONS
DIVISION 07 — THERMAL AND MOISTURE PROTECTION
079200 — JOINT SEALANTS
DIVISION 22 — PLUMBING
220513 — COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT
220523 — GENERAL DUTY VALVES FOR PLUMBING PIPING
221005 — PLUMBING PIPING
221123 — DOMESTIC WATER PIPING
DIVISION 23 — HEATING, VENTILATION AND AIR-CONDITIONING (HVAC)
238200 — CONVECTION HEATING AND COOLING
DIVISION 26 — ELECTRICAL
260519 — LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
260526 — GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
260533.13 — CONDUIT FOR ELECTRICAL SYSTEMS
262416 — PANELBOARDS
262923 — VARIABLE -FREQUENCY MOTOR CONTROLLERS
263213 — ENGINE GENERATORS
APPENDIX A — VENDOR QUOTE — OWNER FURNISHED CONTRACTOR
INSTALLED EQUIPMENT
265100 — INTERIOR LIGHTING
DIVISION 33 — UTILITIES
330110.58 — DISINFECTION OF WATER UTILITY PIPING SYSTEMS
DIVISION 40 — PROCESS INTERCONNECTIONS
406113 — PROCESS INSTRUMENTATION AND CONTROLS GENERAL REQUIREMENTS
Melcher Street Pump Station
Rehabilitation
031000 - 1
Concrete Forming and
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Page 66
SECTION 031000
CONCRETE FORMING AND ACCESSORIES
PART 1 GENERAL
1.01 RELATED DRAWINGS
A. A. Drawings and general provisions of the Contract, including General and Supplementary
and Division 1 Specification Sections, apply to this section.
1.02 DESCRIPTION OF WORK
A. Work covered by this section consists of furnishing and installing formwork, embedded items
and form ties for cast -in -place concrete and to produce finished concrete elements as shown
on the Contract Drawings.
1.03 GENERAL REQUIREMENTS
A. A. Formwork and methods construction shall conform to the requirements of the Department
of Labor and Industry of the State of Washington and OSHA Standards.
1.04 REFERENCE STANDARDS
A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary 2019
(Reapproved 2022).
B. ACI PRC-347 - Guide to Formwork for Concrete 2014 (Reapproved 2021).
C. ACI SPEC-117 - Specification for Tolerances for Concrete Construction and Materials 2010
(Reapproved 2015).
D. ACI SPEC-301 - Specifications for Concrete Construction 2020.
1.05 SUBMITTALS
A. When requested by the Engineer for the purposes of explaining detail or structural integrity, the
Contractor shall submit six sets of formwork shop drawings. Complete descriptive literature
shall be submitted for items proposed as alternative to products specified.
PART 2 PRODUCTS
2.01 FORMWORK - GENERAL
A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast -in -
place concrete work.
B. Design and construct concrete that complies with design with respect to shape, lines, and
dimensions.
C. Comply with applicable state and local codes with respect to design, fabrication, erection, and
removal of formwork.
D. Comply with relevant portions of ACI CODE-318, ACI PRC-347, and ACI SPEC-301.
2.02 WOOD FORM MATERIALS
A. Smooth -Formed Finished Concrete: Form -facing panels that will produce continuous, true, and
smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.
1. Plywood, metal, or other approved panel materials
B. Rough -Formed Finished Concrete: Plywood, lumber, metal or another approved material.
Provide lumber dressed on at least two edges and one side for tight fit.
2.03 FORMWORK ACCESSORIES
A. Form Ties: Removable type, galvanized metal, fixed length, free of defects.
B. Form Release Agent: Capable of releasing forms from hardened concrete without staining or
discoloring concrete or forming bugholes and other surface defects, compatible with concrete
and form materials, and not requiring removal for satisfactory bonding of coatings to be applied.
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Concrete Forming and
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2.04 EMBEDDED ITEMS
A. Exposed items permanently embedded in concrete shall be hot -dip galvanized.
PART 3 EXECUTION
3.01 ERECTION - FORMWORK
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with
requirements of ACI SPEC-301.
B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to
overstressing by construction loads.
3.02 APPLICATION - FORM RELEASE AGENT
A. Apply form release agent on formwork in accordance with manufacturer's recommendations.
3.03 FORMWORK TOLERANCES
A. Construct formwork to maintain tolerance of +/- 1/8 inch in 10 feet.
3.04 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own
weight and imposed loads.
END OF SECTION
Melcher Street Pump Station 031000 - 3 Concrete Forming and
Rehabilitation Accessories
Page 68
SECTION 032000
CONCRETE REINFORCING
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.02 DESCRIPTION OF WORK
A. Work covered by this section consists of furnishing and installing reinforcing steel and
accessories required for concrete.
1.03 REFERENCE STANDARDS
A. {RSTEMP#10000001}
B. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary 2019
(Reapproved 2022).
C. ACI SPEC-301 - Specifications for Concrete Construction 2020.
D. AWS D1.1/D1.1 M - Structural Welding Code - Steel 2020, with Errata (2023).
E. CRSI (DA4) - Manual of Standard Practice 2018, with Errata (2019).
1.04 SUBMITTALS
A. Shop drawings: Prepare and submit six sets of complete shop drawings to the Engineer
showing bending and placing diagram in accordance with ACI 315.
B. Mill tests: Furnish certified copies of mill test reports showing compliance with structural
drawings and specifications.
C. Welder qualifications certificate in accordance with AWS D1.1.
D. See Section 013000 - Administrative Requirements, for submittal procedures.
PART 2 PRODUCTS
2.01 STEEL REINFORCEMENT
A. Reinforcing steel shall consist of deformed bars of the sizes called for on the Contract
Drawings. Steel shall conform to the requirements of ASTM A 615. Grade 60 steel shall be
used for all reinforcement unless otherwise noted.
B. Reinforcement to be welded shall conform to the requirements of ASTM A 706 Grade 60.
2.02 TIE WIRE
A. Use No. 16 gage double annealed iron wire.
2.03 ACCESSORIES
A. Bar supports to be detailed and placed according to minimum standards of Chapter 7, ACI 315.
Include all devices necessary for proper placing, spacing, supporting and fastening steel
reinforcement in place. Where bottom surface of concrete is concealed, use standard steel
chairs and bolsters. Where exposed, use plastic -protected chairs conforming to CRSI Manual
of Standard Practice, Chapter 3 (V), "Class 1 - Plastic Protected Bar Supports."
2.04 MECHANICAL SPLICES
A. Mechanical splices shall develop 125% of the specified yield strength of the bar in compression
and tension, or be executed as shown on Structural Drawings.
PART 3 EXECUTION
3.01 FABRICATION
A. Clean, bend and splice reinforcement in accordance with IBC 2003 and ACI 315. Hooks shall
conform to Table 2-1 of ACI 315 and CRSI Manual of Standard Practice. Do not straighten or
Melcher Street Pump Station
032000 - 1 Concrete Reinforcing
Rehabilitation
Page 69
rebend Grade 60 reinforcement. All bars shall be bent cold. Welding shall be performed by
welders certified by American Welding Society and in accordance with AWS D1.1.
3.02 BENDING SCHEDULES
A. Reinforcement shall be formed as indicated on the Contact Drawings. Except where specifically
indicated otherwise, bends for all bars shall be in accordance with the requirements of ACI 318,
Section 7.1 and 7.2.
3.03 PLACING REINFORCING STE
A. Reinforcing steel shall follow CRSI Manual of Standard Practice. Before being positioned
reinforcing shall be cleaned of mill rust scale or other coatings that will destroy or reduce the
bond. Reinforcement reduced in section may be rejected. Prior to placing concrete, the
reinforcement shall be reinspected and, when necessary, cleaned to the satisfaction of the
Engineer.
1. Reinforcing steel shall not be bent or straightened without the approval of the Engineer,
nor in a manner that will injure the material. Bars with kinks or bends not shown on the
Contract Drawings shall not be used. Heating or welding of bars will be permitted only
when the entire operation is acceptable to the Engineer.
2. Reinforcing steel shall be positioned and secured against displacement by using annealed
iron wire or suitable clips at intersections and shall be supported by concrete or metal
chairs or spacers, or metal hangers.
3. Splices where permitted, shall provide sufficient lap to transfer the stress between bars by
bond and shear. Adjacent bars shall not be spliced at the same point. Where not
otherwise shown, reinforcement shall be in accordance with the requirements of ACI 318.
4. The clear distance between parallel bars shall not be less than the diameter of the bars
and, unless specifically authorized, shall in no case be less than 1 inch nor less than the
maximum size of coarse aggregate specified. When reinforcement in beams is placed in 2
or more layers, the clear distance between layers shall not be less than 1 inch, and the
bars in the upper layers shall be placed directly above those in the bottom layer.
5. Concrete protection for reinforcement: Reinforcement shall have a minimum cover per ACI
318-02 and as indicated on the Contract Drawings.
3.04 TOLERANCES
A. Fabricating and placing tolerances shall be in accordance with ACI 301.
3.05 SPLICES
A. General:
Provide reinforcement splices of the type and in the locations shown on the Drawings and
ACI 318-02.
B. Reinforcement splice types or locations other than as shown on the Drawings shall not be used
except where permitted in writing by the Engineer.
C. Lap splices: Install lap splices in accordance with the Drawings and ACI 318-02.
D. Welded splices: Welded splices, other than those shown on the Drawings, shall not be used.
E. Mechanical splices: Install mechanical splices in accordance with manufacturer's requirements.
Specifically verify each splice meets manufacturer's requirements. Stagger splices in adjacent
bars.
END OF SECTION
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032000 - 2 Concrete Reinforcing
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SECTION 033000
CAST -IN -PLACE CONCRETE
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplemental
Conditions and Division 1 Specifications Sections, apply to this Section.
1.02 SUMMARY
A. This Section specifies cast -in place concrete, including formwork, reinforcement, concrete
materials, mix design, placement procedures, and finishes.
B. Related Sections include the following:
1. Section 03100 - Concrete formwork.
2. Section 03200 - Concrete reinforcement.
C. Concrete curing.
1.03 DEFINITIONS
A. Cementitious Materials: Portland cement alone or in combination with one or more of blended
hydraulic cement, fly ash and other pozzolans, ground granulated blast -furnace slag, and silica
fume.
1.04 REFERENCE STANDARDS
A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary 2019
(Reapproved 2022).
B. ACI PRC-211.1 - Selecting Proportions for Normal -Density and High Density -Concrete - Guide
2022.
C. ACI PRC-302.1 - Guide to Concrete Floor and Slab Construction 2015.
D. ACI PRC-304 - Guide for Measuring, Mixing, Transporting, and Placing Concrete 2000
(Reapproved 2009).
E. ACI PRC-308 - Guide to External Curing of Concrete 2016.
F. ACI SPEC-301 - Specifications for Concrete Construction 2020.
G. ASTM C33/C33M - Standard Specification for Concrete Aggregates 2023.
H. ASTM C94/C94M - Standard Specification for Ready -Mixed Concrete 2023.
I. ASTM C150/C150M - Standard Specification for Portland Cement 2022.
J. ASTM C260/C260M - Standard Specification for Air -Entraining Admixtures for Concrete 2010a
(Reapproved 2016).
K. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete 2019, with
Editorial Revision (2022).
L. ASTM C618 - Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for
Use in Concrete 2023, with Editorial Revision.
M. ASTM C881/C881 M - Standard Specification for Epoxy -Resin -Base Bonding Systems for
Concrete 2020a.
N. ASTM D648 - Standard Test Method for Deflection Temperature of Plastics Under Flexural
Load in the Edgewise Position 2018.
O. ASTM D695 - Standard Test Method for Compressive Properties of Rigid Plastics 2023.
P. ASTM D746 - Standard Test Method for Brittleness Temperature of Plastics and Elastomers by
Impact 2020.
Q. ASTM D1525 - Standard Test Method for Vicat Softening Temperature of Plastics 2017, with
Editorial Revision.
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R. ASTM E1643 - Standard Practice for Selection, Design, Installation, and Inspection of Water
Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs 2018a.
1.05 SUBMITTALS
A. Product Data: For each type of manufactured material and product indicated.
B. Mix Design: For each concrete mix. Include alternate mix designs when characteristics of
materials, project conditions, weather, test results, or other circumstances warrant adjustments.
C. Material Certificates: Signed by manufacturers certifying that each of the following items
complies with requirements:
1. Cementitious materials and aggregates.
2. Admixtures.
3. Waterstops.
4. Curing materials.
5. Bonding agents.
6. Adhesives.
D. Test Reports: Submit report for each test or series of tests specified.
1.06 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who has completed concrete Work similar in
material, design, and extent to that indicated for this Project and whose work has resulted in
construction with a record of successful in-service performance.
B. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete
products complying with ASTM C 94 requirements for production facilities and equipment.
C. An independent testing laboratory will be selected by the Owner to perform tests on component
materials and for compressive strength of concrete specified herein. Test for determining
slump will be in accordance with the requirements of ASTM C 143.
D. The cost of all laboratory tests on cement, aggregates, and concrete, will be borne by the
Owner. However, the Contractor shall be charged for the cost of any additional tests and
investigation on work performed which does not meet the Specifications. The laboratory must
meet or exceed the requirements of ASTM C 1077.
E. Concrete for testing shall be supplied by the Contractor at no cost to the Owner, and the
Contractor shall provide assistance to the Engineer in obtaining samples, and disposal and
cleanup of excess material.
F. Field Compression Tests:
1. Compression test specimens will be taken during construction from the first placement of
each class of concrete specified herein and at intervals thereafter as selected by the
Engineer to ensure continued compliance with these Specifications. Each set of test
specimens will be a minimum of 5 cylinders.
2. Compression test specimens for concrete shall be made in accordance with Section 9.2 of
ASTM C 31. Specimens shall be 6-inch diameter by 12-inch high cylinders.
3. Compression tests shall be performed in accordance with ASTM C 39. One test cylinder
will be tested at 3 days and 7 days, and 2 at 28 days. The remaining cylinder will be held
to verify test results, if needed.
G. Evaluation and Acceptance of Concrete
1. Evaluation and acceptance of the compressive strength of concrete shall be according to
the requirements of ACI 318-02, "Concrete Quality," and as specified herein.
2. If any concrete fails to meet these requirements, immediate corrective action shall be
taken to increase the compressive strength for all subsequent batches of the type of
concrete affected.
3. All concrete which fails to meet the ACI requirements and these Specifications, is subject
to removal and replacement at the cost of the Contractor.
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PART 2 PRODUCTS
2.01 FORMWORK
2.02 CONCRETE MATERIALS
A. Portland Cement: ASTM C150/C150M, Type I - Normal and Type II.
1. Fly Ash: ASTM C618, Class F.
B. Normal -Weight Aggregate: , uniformly graded, and as follows:
1. Class: Severe weathering region, but not less than 3S.
2. Nominal Maximum Aggregate Size: 1-inch (25 mm).
C. Water: Potable and complying with ASTM C94/C94M
1. Fine and Coarse Aggregates: ASTM C33/C33M.
2.03 ADMIXTURES
A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent water-
soluble chloride ions by mass of cementitious material and to be compatible with other
admixtures and cementitious materials. Do not use admixtures containing calcium chloride.
B. Air Entrainment Admixture: ASTM C260/C260M.
C. Water Reducing Admixture: ASTM C494/C494M Type A.
D. High Range Water Reducing Admixture: ASTM C494/C494M Type F.
2.04 SURFACE RETARDER
A. Retardant for exposing aggregates for nonformed surfaces in construction joints shall be Sika
Rugasol-S, Horn Aggretex-H, Burke Company True Etch Surface Retarder, or equal. Retarder
shall be applied in accordance with manufacturer's instructions sufficient to assure a minimum
penetration of 1/8 inch.
2.05 FLOOR AND SLAB TREATMENTS
A. Penetrating Liquid Floor Treatment: Chemically reactive, waterborne solution of inorganic
silicate or siliconate materials and proprietary components; odorless; colorless; that penetrates,
hardens, and densifies concrete surfaces.
B. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the following:
C. Products: Subject to compliance with requirements, provide one of the following:
1. Penetrating Liquid Floor Treatment:
a. Titan Hard; Burke Group, LLC (The).
b. Day -Chem Sure Hard; Dayton Superior Corporation.
c. Euco Diamond Hard; Euclid Chemical Co.
d. Seal Hard; L&M Construction Chemicals, Inc.
2.06 CURING MATERIALS
A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application
to fresh concrete.
B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing
approximately 9 oz./sq. yd. (305 g/sq. m) dry.
C. Water: Potable
D. Clear, Waterborne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B, 18
to 22 percent solids.
E. Products: Subject to compliance with requirements, provide one of the following:
1. Evaporation Retarder:
a. Eucobar; Euclid Chemical Co.
b. E-Con; L&M Construction Chemicals, Inc.
c. Confilm; Master Builders, Inc.
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d. SikaFilm; Sika Corporation.
2. Clear, Waterborne, Membrane -Forming Curing Compound:
a. Diamond Clear VOX; Euclid Chemical Co.
b. Dress & Seal WB; L&M Construction Chemicals, Inc.
c. Vocomp-20; W. R. Meadows, Inc.
d. Kure-N-Seal WB; Sonneborn, Div. of ChemRex, Inc.
2.07 RELATED MATERIALS
A. Joint -Filler Strips:
1. Neoprene, closed cell, expanded, ASTM D 1056, Grade No. 285, with a compression
deflection of 25% for a pressure range of 17 to 24 psi.
2. Bituminous type conforming to ASTM D 1751 or sponge rubber type conforming to ASTM
D 1752, Type I. For use on sidewalks and pavements. May also be used on foundation
slabs below the waterstop and on backfilled walls on the backfill side of the waterstop.
3. Bond breaker tape for use in joints in walls or elevated slabs to receive joint sealants shall
be an adhesive -backed glazed butyl or polyethylene tape which will satisfactorily adhere
to the closed cell premolded joint material or concrete surface as required. The tape shall
be the same width as the joint.
B. Epoxy -Bonding Adhesive: ASTM C 881, two -component epoxy resin, capable of humid curing
and bonding to damp surfaces, of class and grade to suit requirements, and as follows:
1. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to
hardened concrete.
C. Epoxy injection resin shall be "SCB Concresive 1360" as manufactured by Master Builders,
"Sikadur 52" by Sika Corporation, or equal.
1. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by
weight of cement.
2.08 CONCRETE MIX DESIGN
A. Prepare design mixes for each type and strength of concrete determined by either laboratory
trial mix or field test data bases, as follows:
1. Proportioning Normal Weight Concrete: Comply with ACI PRC-211.1 and ACI SPEC-301.
B. Use a qualified independent testing agency for preparing and reporting proposed mix designs
for the laboratory trial mix basis.
C. Class A: All concrete unless noted otherwise. Proportion normal -weight concrete mix as
follows:
1. Compressive Strength (28 Days): 4000 psi (27.6 MPa).
2. Maximum slump: 4 inches.
3. Maximum Slump for Concrete Containing High -Range Water -Reducing Admixture: 8
inches (200 mm) after admixture is added to concrete with 2- to 4-inch (50- to 100-mm)
slump.
D. Cementitious Materials: For concrete exposed to deicers, limit percentage, by weight, of
cementitious materials other than portland cement according to ACI 301 requirements.
E. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than
portland cement in concrete as follows:
1. Fly Ash
a. Class A Concrete: 0 to 25 percent.
F. Maximum Water-Cementitious Materials Ratio:
1. Class A Concrete: 0.45.
G. Air Content: Add air -entraining admixture at manufacturer's prescribed rate to result in
concrete at point of placement having an air content as follows within a tolerance of plus 1 or
minus 1.5 percent, unless otherwise indicated:
1. Air Content: 6 percent for 1-inch- (25-mm-) nominal maximum aggregate size.
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2. Air Content: 6 percent for 3/4-inch- (19-mm-) nominal maximum aggregate size.
H. Do not air entrain concrete to trowel -finished interior floors and suspended slabs. Do not allow
entrapped air content to exceed 3 percent.
I. Limit water-soluble, chloride -ion content in hardened concrete to 0.15 percent by weight of
cement.
Admixtures: Use admixtures according to manufacturer's written instructions.
1. Use water -reducing admixture or high -range water -reducing admixture (superplasticizer)
in concrete, as required, for placement and workability.
2. Use water -reducing and retarding admixture when required by high temperatures, low
humidity, or other adverse placement conditions.
3. Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial
slabs and parking structure slabs, concrete required to be watertight, and concrete with a
water-cementitious materials ratio below 0.50.
2.09 CONCRETE MIXING
A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94,
and furnish batch ticket information.
B. Adding Water: If concrete arrives on -site with slump less than suitable for placement, do not
add water that exceeds the maximum water -cement ratio or exceeds the maximum permissible
slump.
2.10 GROUT
A. Drypack Grout: Drypack grout shall be a mixture of approximately one part cement, 1-1/2 to 2
parts sand, water reducing agent, and sufficient water to make a stiff workable mix.
B. Cement Grout: Cement grout shall be a mixture of one part cement, two parts sand,
proportioned by volume, admixtures for pressure grouting, and sufficient water to form a
workable mix.
C. Nonshrink Grout: Nonshrink grout shall be ASTM C 1107, Type B or C non-metallic aggregate
grout with a minimum compressive strength of 7,000 psi in 28 days.
D. Epoxy Grout:
1. Except as noted below, epoxy grout shall be a high modulus, two -component, moisture
insensitive, 100% solids, thermosetting modified polyamid epoxy compound. The
consistency shall be a paste form capable of not sagging in horizontal or overhead
anchoring configurations. Material shall conform to ASTM C 881 Type IV, Grade 3, such
as Master Builders Concresive Liquid LPL, Sika Corporation Sikadur Hi -Mod Series,
Adhesive Technology Corporation Solidbond 200 or equal, and shall have a heat
deflection temperature in excess of 130 degrees F.
2. Epoxy for pressure grouting/crack injection shall be a two -component, moisture
insensitive, high modulus, injection grade, 100% solids, blend of epoxy -resin
compounds. The consistency shall be as required to achieve complete penetration in
hairline cracks and larger. Material shall conform to ASTM C 881 Type 1 Grade 1, such
as Sika Corporation Sikadur 52, Master Builders Concresive Standard LVI, Adhesive
Technology Corporation SLV 300 series, or equal.
E. Polymer Concrete (for Resurfacing or Patching):
1. Polymer concrete (for resurfacing or patching) shall consist of a liquid binder and dry
aggregate mixed together to make a mortar or grout of a consistency as required for the
application. The liquid binder shall be a chemical and oil resistant, stress relieved, low
modulus, moisture insensitive, two -component epoxy -resin compound. The consistency
shall be similar to lightweight oil for proper mixing with aggregate. Material shall conform
to ASTM C 881 Type 3 Grade 1, such as Sika Corporation Sikadur Lo-Mod series, Master
Builders Concresive Standard LVI, Adhesive Technology Corporation 400 series, or equal.
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2. Aggregate shall be oven dry in sealed packages until time of mixing, and shall be of size
and consistency compatible with recommendations of manufacturer of liquid binder for
intended application.
2.11 PRESSURE GROUTING EQUIPMENT
A. Pressure grouting equipment shall include a mixer and holdover agitator tanks and shall be
designed to place grout at pressures up to 50 psi. Gages shall be provided to indicate pressure
used. The mixer shall be provided with a meter capable of indicating to one -tenth of a cubic
foot the volume of grout used.
2.12 EMBEDDED ITEMS
A. Inserts shall be as required by other trades. Attach securely to forms. Inserts within
reinforcement cover thickness shall be hot -dip galvanized, nonferrous or other approved
nonrusting material.
B. Embedded conduit: Rigid embedded conduit shall be of hot -dip galvanized steel. Conduit shall
be approved and listed by Underwriters Laboratories, Inc. and bear the UL label.
C. Miscellaneous embedded item: Exposed items permanently embedded in concrete with
concrete reinforcement thickness shall be hot -dip galvanized, nonferrous or plastic as
approved, to eliminate the possibility of stained or rusty spots.
2.13 ANCHOR RODS AND CONCRETE ANCHORS
A. General:
1. This section covers the work necessary to furnish and install, complete, all anchorage to
concrete, complete with washers and nuts. Comply with the requirements of Section
04810 — Unit Masonry Assemblies for anchorage to concrete masonry.
2. Like items of materials provided hereunder shall be the end products of one manufacturer
in order to achieve standardization for appearance, maintenance, and replacement.
3. The diameter and projection shall be as required by the equipment or machinery
manufacturer. The Contractor shall verify the capacities and configurations conform to the
Drawings.
4. The Contractor shall provide design calculations, stamped by a State of Washington
licensed structural engineer, for all anchor bolts and concrete anchors exceeding the
capacities, or not conforming to the configurations, specifically shown on the Drawings.
5. Submittals: Comply with requirements of Section 01300 Submittal Procedures. In
addition, the following specific information shall be provided:
a. ICBO (International Conference of Building Officials) reports verifying the products
meet or exceed the capacities shown on the Drawings. Manufacturers' information
showing the recommended installation equipment and procedures for the following:
1) Epoxy anchor adhesive.
6. Exposure Conditions: Exposure conditions shall be defined as follows:
a. Dry: Indoor areas not subject to moisture, washdown, or chemicals.
b. Wet: Indoor areas subject to moisture, washdown, or chemicals, or outdoor areas.
c. Submerged: At or below a point 1 foot 6 inches above maximum fluid surface.
7. Unless otherwise indicated, all materials shall conform to the latest issue of the following
ASTM Specifications:
a. Anchor Rods and Nuts:
1) Carbon Steel: ASTM A 307, Grade A 36.
2) Stainless: ASTM F 593, Type 316.
b. Galvanized Steel Bolts and Nuts: ASTM A 153, zinc coating for ASTM A 307 or A 36.
c. Flat Washers (Unhardened): ASTM F 844, use ASTM A 153 for zinc coating.
d. Threaded Bars: ASTM A 36.
e. Epoxy Anchors:
1) Stainless -Steel Anchors: ASTM F 593, Type 316.
2) Epoxy Adhesive: ASTM C 881, Type 1, Grade 3, Class A, B, or C.
f. Nuts:
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1) Carbon Steel: ASTM A 307.
2) Stainless Steel: ASTM F 593, Type 316.
g. Galvanizing:
1) Carbon Steel: ASTM A 153, Zinc Coating for ASTM A 307.
8. The concrete anchorage system indicated on the Drawings, or required to secure the
various parts together and provide a complete installation, shall be included under this
section. The tabulation of items herein is not intended to be all-inclusive, and it shall be
the Contractor's responsibility to provide all metalwork and castings shown, specified, or
which can reasonably be inferred as necessary to complete the project.
B. Anchor Rods
1. Unless shown otherwise on the Drawings, use 3/4-inch minimum diameter by 12-inch long
and other geometry shown on the Drawings. Furnish a minimum of two nuts and a
washer of the same material for each rod. Provide sleeves as shown on the Drawings for
location adjustment.
2. Provide anchor rod material for the exposure conditions as noted below:
a. Equipment and Machinery:
1) Dry exposure, use galvanized steel.
2) Wet exposure, use stainless steel.
3) Submerged exposure, use coated stainless steel.
b. Fabricated Metalwork or Structural Building or Frame Components:
1) Dry Exposure, use galvanized steel.
2) Wet exposure, use stainless steel.
3) Submerged exposure, use coated stainless steel.
Anchor Rod Sleeve: High -density polyethylene plastic.
1) Single unit construction with deformed sidewalls such that the concrete and
grout lock in place.
2) The top of the sleeve shall be self threading to provide adjustment of the
threaded anchor bolt projection.
3) Material requirements shall conform to the following:
(a) Plastic: High -density polyethylene.
(b) Density: ASTM D 1505.
(c) Vicat Softening Point: ASTM D1525.
(d) Brittleness Temperature: ASTM D746.
4) Manufacturer: Sinco West, 655 East Cochran Street, Simi Valley, CA 93085,
telephone 805/522-3901.
C. Concrete Anchors: Anchors shall have allowable working loads not less than those tabulated in
the Structural General Notes. Provide diameter shown or required except minimum diameter of
3/8 inch.
1. Epoxy Threaded Rod Anchors: 316 stainless steel threaded rod free of grease, oil, or
other deleterious material with a 45-degree chisel point.
a. Epoxy Adhesive:
1) Meet ASTM C 881, Type 1, Grade 3, Class A, B, or C.
2) Two -component, 100 percent solids, nonsag, paste, insensitive to moisture,
designed to be used in adverse freeze/thaw environments, and gray in color.
3) Cure Temperature, Pot Life, and Workability: Compatible for intended use and
environmental conditions.
b. Mixed Epoxy Adhesive: Nonsag paste consistency, holding the following properties:
1) Slant Shear Strength, ASTM C881/C881 M, no failure in bond line, dry/moist
conditions: 5,000 psi.
2) Compressive Strength, ASTM D695: 14,000 psi minimum.
3) Tensile Strength, ASTM D695: 4,500 psi.
4) Heat Deflection Temperature, ASTM D648: 135 degrees F, minimum.
c. Epoxy Adhesive Packaging:
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1) Disposable, self-contained cartridge system capable of dispensing both epoxy
components in the proper mixing ratio and fit into a manually or pneumatically
operated caulking gun.
2) Dispense components through a mixing nozzle that thoroughly mixes
components and places epoxy at base of predrilled hole.
3) Mixing Nozzles: Disposable, manufactured in several sizes to accommodate
sizes of anchor rods.
4) Cartridge Markings: Include manufacturer's name, batch number, mix ratio by
volume, product expiration date, ANSI hazard classification, and appropriate
ANSI handling precautions.
d. Storage of Epoxy Adhesive:
1) Store epoxy cartridges on pallets or shelving in a covered storage area.
2) Control temperature above 60 degrees F and dispose of cartridges if shelf life
has expired.
3) If stored at temperatures below 60 degrees F, test adhesive prior to use to
determine if adhesive meets specified requirements.
e. Manufacturers: Adhesive Technology Corp., 21850 88th Place South, Kent, WA
98031; or Anchor -It Fastening Systems, HS 200 Epoxy Resin.
f. Anchors shall have allowable working loads not less than those tabulated in the
Structural General Notes. Provide minimum diameter of 3/8 inch.
2. Provide concrete anchors for the exposure conditions as noted below:
a. Epoxy Anchors:
1) Dry exposures, use stainless steel.
2) Wet exposure, use stainless steel.
3) Submerged exposure, use coated stainless steel.
4) Epoxy anchors shall not be used in any overhead applications.
D. Stainless -Steel Fasteners Lubricant (Anti -Seizing)
1. Where stainless steel nuts and machined bolts, anchor bolts, concrete anchors, and all
other threaded fasteners are used, Contractor shall apply an anti -seizing lubricant to the
threads prior to making up the connections. The lubricant shall contain substantial
amounts of molybdenum disulfide, graphite, mica, talc, or copper.
PART 3 EXECUTION
3.01 FORMWORK
A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical,
lateral, static, and dynamic loads, and construction loads that might be applied, until concrete
structure can support such loads.
B. Construct formwork so concrete members and structures are of size, shape, alignment,
elevation, and position indicated, within tolerance limits of ACI 117.
C. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows:
1. Class A, 1/4 inch (6 mm).
D. Construct forms tight enough to prevent loss of concrete mortar.
E. Fabricate forms for easy removal without hammering or prying against concrete surfaces.
Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide
top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. Kerf wood inserts for
forming keyways, reglets, recesses, and the like, for easy removal.
1. Do not use rust -stained steel form -facing material.
F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required
elevations and slopes in finished concrete surfaces. Provide and secure units to support screed
strips; use strike -off templates or compacting -type screeds.
G. Provide temporary openings for cleanouts and inspection ports where interior area of formwork
is inaccessible. Close openings with panels tightly fitted to forms and securely braced to
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prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous
locations.
H. Chamfer exterior corners and edges of permanently exposed concrete.
I. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads
required in the Work. Determine sizes and locations from trades providing such items.
J. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt,
and other debris just before placing concrete.
K. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and
maintain proper alignment.
L. Coat contact surfaces of forms with form -release agent, according to manufacturer's written
instructions, before placing reinforcement.
3.02 EMBEDDED ITEMS
A. Place and secure anchorage devices and other embedded items required for adjoining work
that is attached to or supported by cast -in -place concrete. Use Setting Drawings, templates,
diagrams, instructions, and directions furnished with items to be embedded.
1. Position in form in location shown. Do not place concrete before receiving approval of
placing plan.
2. Provide adequate support to prevent displacement during concreting.
3. Allow other trades ample time and facilities for placing and installing embedded items.
4. Conduits must have same cover as required for reinforcing. Do not embed conduits larger
than 2-inch nominal size or any piping unless written approval of Engineer is
obtained. Comply with ACI 318.
5. No insert shall be permitted with less cover than the reinforcement unless corrosion
problems are adequately resolved.
3.03 REMOVING AND REUSING FORMS
A. General: Formwork, for sides of beams, walls, columns, and similar parts of the Work, that does
not support weight of concrete may be removed after cumulatively curing at not less than 50
deg F (10 deg C) for 24 hours after placing concrete provided concrete is hard enough to not
be damaged by form -removal operations and provided curing and protection operations are
maintained.
B. Leave formwork, for beam soffits, joists, slabs, and other structural elements, that supports
weight of concrete in place until concrete has achieved the following:
1. At least 70 percent of 28-day design compressive strength.
2. Determine compressive strength of in -place concrete by testing representative field- or
laboratory -cured test specimens according to ACI 301.
3. Remove forms only if shores have been arranged to permit removal of forms without
loosening or disturbing shores.
C. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or
otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply
new form -release agent.
D. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints.
Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete
surfaces unless approved by the Engineer.
E. Interior Slabs on Grade: Install vapor retarder under interior slabs on grade. Comply with
ASTM E1643. Lap joints minimum 6 inches. Seal joints, seams and penetrations watertight
with manufacturer's recommended products and follow manufacturer's written
instructions. Repair damaged vapor retarder before covering.
3.04 SHORES AND RESHORES
A. Comply with ACI 318 (ACI 318M), ACI 301, and recommendations in ACI 347R for design,
installation, and removal of shoring and reshoring.
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3.05 JOINTS
A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.
B. Construction Joints: Concrete in each unit of construction shall be placed continuously. Install
so strength and appearance of concrete are not impaired, at locations indicated or as approved
by the Engineer.
1. Place joints perpendicular to main reinforcement. Continue reinforcement across
construction joints, unless otherwise indicated.
2. Construction joints shall be formed as specified. A rough surface of exposed concrete
aggregates with a minimum amplitude of +1/4 inch shall be produced using a surface
retardant at construction joints, including joints between slab and topping concrete. The
limit of the treated surfaces shall be 1 inch away from the joint edges. Within 24 hours
after placing, retarded surface mortar shall be removed either by high pressure water
jetting or stiff brushing or combination of both so as to expose coarse aggregates. A rough
surface of exposed aggregate may also be produced by sandblasting, followed by high
pressure water jetting.
3. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints
in girders a minimum distance of twice the beam width from a beam -girder intersection.
4. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and
girders and at the top of footings or floor slabs.
5. Walls exceeding 50 feet in length shall be case in panels not to exceed 30 feet in length.
Where the number of panels is three or more, the panels shall be cast in an alternating
pattern, unless 5 days have elapsed between casting of adjoining panels.
6. Slabs shall be cast in panels not to exceed 25 feet in length, not to exceed 500 square
feet in area, and with a length to width ratio less than 1-1/2:1. Panels shall be cast in
checkerboard patterns. Minimum lapsed time between placing adjacent panels shall be 24
hours.
7. Vertical construction joints shall be grooved at exposed faces. Grooves subjected to
wetting or weather shall be caulked with joint sealer as specified.
8. Girders and floor slabs shall not be constructed over columns or walls until at least one
hour has elapsed to allow for shrinkage in the column or wall. No joint will be allowed
between a slab and a beam or girder unless otherwise specified. Waterstops shall be
provided in construction joints at locations as specified.
9. Where new concrete joins existing concrete, the existing concrete shall be cleaned and
roughened as noted above and shall be coated with an epoxy bonding compound prior to
placing new concrete. Existing concrete is defined as concrete more than 60 days old.
C. Control Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete
into areas as indicated. Construct control joints for a depth equal to at least one-fourth of
concrete thickness, as follows:
1. Grooved Joints: Form control joints after initial floating by grooving and finishing each
edge of joint to a radius of 1/8 inch (3 mm). Repeat grooving of control joints after applying
surface finishes. Eliminate groover tool marks on concrete surfaces.
2. Sawed Joints: Form control joints with power saws equipped with shatterproof abrasive or
diamond -rimmed blades. Cut 1/8-inch- (3-mm-) wide joints into concrete when cutting
action will not tear, abrade, or otherwise damage surface and before concrete develops
random contraction cracks.
3.06 CONCRETE PLACEMENT
A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded
items is complete and that required inspections have been performed. Placement shall be per
ACI 301 unless noted otherwise.
B. Do not add water to concrete during delivery, at Project site, or during placement, unless
approved by the Engineer.
1. Do not add water to concrete after adding high -range water -reducing admixtures to mix.
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C. Deposit concrete continuously or in layers of such thickness that no new concrete will be
placed on concrete that has hardened enough to cause seams or planes of weakness. If a
section cannot be placed continuously, provide construction joints as specified. Deposit
concrete to avoid segregation.
D. Deposit concrete in forms in horizontal layers no deeper than 24 inches (600 mm) and in a
manner to avoid inclined construction joints. Place each layer while preceding layer is still
plastic, to avoid cold joints.
1. Consolidate placed concrete with mechanical vibrating equipment. Use equipment and
procedures for consolidating concrete recommended by ACI 309R.
2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
vertically at uniformly spaced locations no farther than the visible effectiveness of the
vibrator. Place vibrators to rapidly penetrate placed layer and at least 6 inches (150 mm)
into preceding layer. Do not insert vibrators into lower layers of concrete that have begun
to lose plasticity. At each insertion, limit duration of vibration to time necessary to
consolidate concrete and complete embedment of reinforcement and other embedded
items without causing mix constituents to segregate.
E. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of
construction joints, until placement of a panel or section is complete.
1. Consolidate concrete during placement operations so concrete is thoroughly worked
around reinforcement and other embedded items and into corners.
2. Maintain reinforcement in position on chairs during concrete placement.
3. Screed slab surfaces with a straightedge and strike off to correct elevations.
4. Slope surfaces uniformly to drains where required.
5. Begin initial floating using bull floats or darbies to form a uniform and open -textured
surface plane, free of humps or hollows, before excess moisture or bleedwater appears on
the surface. Do not further disturb slab surfaces before starting finishing operations.
F. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from
physical damage or reduced strength that could be caused by frost, freezing actions, or low
temperatures.
1. When air temperature has fallen to or is expected to fall below 40 degrees F (4.4 deg C),
uniformly heat water and aggregates before mixing to obtain a concrete mixture
temperature of not less than 50 degrees F (10 deg C) and not more than 80 degrees F (27
deg C) at point of placement.
2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on
frozen subgrade or on subgrade containing frozen materials.
3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or
chemical accelerators, unless otherwise specified and approved in mix designs.
G. Hot -Weather Placement: Place concrete according to recommendations in ACI 305R and as
follows, when hot -weather conditions exist:
1. Cool ingredients before mixing to maintain concrete temperature below 90 degrees F (32
deg C) at time of placement. Chilled mixing water or chopped ice may be used to control
temperature, provided water equivalent of ice is calculated to total amount of mixing water.
Using liquid nitrogen to cool concrete is Contractor's option.
2. Cover steel reinforcement with water -soaked burlap so steel temperature will not exceed
ambient air temperature immediately before embedding in concrete.
3. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep
subgrade moisture uniform without standing water, soft spots, or dry areas.
H. Anchor joint fillers and devices to prevent movement during concrete placement.
I. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total
height equal to thickness of slab, set flush with top of slab.
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3.07 FINISHING FORMED SURFACES
A. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes
and defective areas repaired and patched. Remove fins and other projections exceeding ACI
347R limits for class of surface specified. Use rough -formed finish where concrete is not
exposed to view or in contact with waterproof membrane or PVC liner.
1. Apply to surfaces not indicated on the Drawings or in this section to achieve a smooth
formed finish.
B. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in
an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and
defective areas. Remove fins and other projections exceeding 1/8 inch (3 mm) in height.
1. Apply to concrete surfaces exposed to view, contact with water or sewage or to be
covered with a coating or covering material applied directly to concrete, such as
waterproofing, dampproofing, veneer plaster, or painting.
C. Rubbed Finish: Apply the following to smooth -formed finished concrete except for surfaces
receiving waterproofing or PVC liner or in contact with sewage:
1. Smooth -Rubbed Finish: Not later than one day after form removal, moisten concrete
surfaces and rub with carborundum brick or another abrasive until producing a uniform
color and texture. Do not apply cement grout other than that created by the rubbing
process.
D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces
adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent
formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent
unformed surfaces, unless otherwise indicated.
E. Correct defects by grinding or by removal and replacement of the defective work. Areas
requiring corrective work will be identified. Re -measure corrected areas by the same process.
3.08 FINISHING FLOORS AND SLABS
A. General: Comply with recommendations in ACI 302.1 R for screeding, restraightening, and
finishing operations for concrete surfaces. Do not wet concrete surfaces.
B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull -
floated or darbied. Use stiff brushes, brooms, or rakes.
1. Apply scratch finish to surfaces indicated and to surfaces to receive concrete floor topping
or mortar setting beds for ceramic or quarry tile, portland cement terrazzo, and other
bonded cementitious floor finishes.
C. Float Finish: Consolidate surface with power -driven floats or by hand floating if area is small or
inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots.
Repeat float passes and restraightening until surface is left with a uniform, smooth, granular
texture.
1. Apply float finish to surfaces indicated, to surfaces to receive trowel finish, and to floor and
slab surfaces to be covered with fluid -applied or sheet waterproofing, built-up or
membrane roofing, or sand -bed terrazzo.
D. Trowel Finish: After applying float finish, apply first trowel finish and consolidate concrete by
hand or power -driven trowel. Continue troweling passes and restraighten until surface is free of
trowel marks and uniform in texture and appearance. Grind smooth any surface defects that
would telegraph through applied coatings or floor coverings.
1. Apply a trowel finish to surfaces indicated and to floor and slab surfaces exposed to view,
in contact with liquids or to be covered with resilient flooring, carpet, ceramic or quarry tile
set over a cleavage membrane, paint, or another thin film -finish coating system and to
slabs in structures containing water, sewage or other liquids.
2. Finish and measure surface so gap at any point between concrete surface and an
unleveled freestanding 10-foot- (3.05-m-) long straightedge, resting on two high spots and
placed anywhere on the surface, does not exceed the following:
a. 3/16 inch
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E. Trowel and Fine -Broom Finish: Apply a partial trowel finish, stopping after second troweling, to
surfaces indicated and to surfaces where ceramic or quarry tile is to be installed by either
thickset or thin -set method. Immediately after second troweling, and when concrete is still
plastic, slightly scarify surface with a fine broom.
F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, and ramps, and
elsewhere as indicated.
1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber -
bristle broom perpendicular to main traffic route. Coordinate required final finish with
Owner before application.
3.09 LIQUID FLOOR TREATMENTS
A. Penetrating Liquid Floor Treatment: Prepare, apply, and finish penetrating liquid floor treatment
according to manufacturer's written instructions.
1. Apply to interior slabs where indicated.
2. Remove curing compounds, sealers, oil, dirt, laitance, and other contaminants and
complete surface repairs.
3. Do not apply to concrete that is less than seven days old.
B. Apply liquid until surface is saturated, scrubbing into surface until a gel forms; rewet; and repeat
brooming or scrubbing. Rinse with water; remove excess material until surface is dry. Apply a
second coat in a similar manner if surface is rough or porous.
C. Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to
hardened concrete by power spray or roller according to manufacturer's written instructions.
D. Concrete Slabs: Finish to requirements of ACI PRC-302.1 and as follows:
1. Other Surfaces to Be Left Exposed: Trowel as described in ACI PRC-302.1, minimizing
burnish marks and other appearance defects.
3.10 MISCELLANEOUS CONCRETE ITEMS
A. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after
work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in -
place construction. Provide other miscellaneous concrete filling indicated or required to
complete Work.
B. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as
shown on Drawings. Set anchor bolts for machines and equipment at correct elevations,
complying with diagrams or templates of manufacturer furnishing machines and equipment.
C. Anchor Bolts and Concrete Anchors: Install per manufacturer's recommendations. Cutting and
welding shall not be permitted. Protect dissimilar metals in conformance to Section 05500
Miscellaneous Metals. Items to be embedded in concrete shall be placed accurately and held
securely during placement. Anchors shall be protected after installation by coating the exposed
threads with lubricant (anti -seizing) and installing the nut.
1. Anchor Bolts: All anchor bolts shall be accurately located and held in place with templates
at the time the concrete is poured.
2. Concrete Anchors: Installation shall not begin until the concrete receiving the anchors has
attained its design strength. Install in strict conformance with manufacturer's written
instructions. Use manufacturer's recommended drills and equipment.
a. Epoxy Anchors: Do not install when temperature of concrete is below 35 degrees F
or above 110 degrees F.
b. Furnish manufacturer's representative, for each type of concrete anchor used, to the
jobsite to conduct jobsite training for proper installation, handling, and storage of each
anchor system for personnel as required. Notify the Engineer of training session
schedule.
c. Flush mounted concrete anchors shall not be used unless specifically shown on the
Drawings or approved by the Construction Manager..
3. Galvanizing and Repair:
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a. The minimum pitch diameter of the threaded portion of all bolts, anchor bars, or studs
shall conform to ANSI B1.1, having a Class 2A tolerance before galvanizing. After
galvanizing, the pitch diameter of the nuts or other internally threaded parts may be
tapped over ANSI B1.1, Class 2B tolerance by the following maximum amounts:
3/8-inch through 9/16-inch 0.016-inch oversize
5/8-inch through 1-inch 0.023-inch oversize
1-1/8-inch and larger 0.033-inch oversize
b. Galvanized surfaces that are abraded or damaged at any time after the application of
the zinc coating shall be repaired by solvent cleaning the damaged area (Steel
Structures Painting Council SP 2 or SP 3) the damaged areas, removing all loose
and cracked coating, after which the cleaned areas shall be painted as specified in
Section 09900 "High Performance Coatings".
D. Comply with requirements of ACI PRC-308. Immediately after placement, protect concrete from
premature drying, excessively hot or cold temperatures, and mechanical injury.
E. Maintain concrete with minimal moisture loss at relatively constant temperature for period
necessary for hydration of cement and hardening of concrete.
F. Surfaces Not in Contact with Forms:
1. Initial Curing: Start as soon as free water has disappeared and before surface is
dry. Keep continuously moist for not less than three days by water ponding, water -
saturated sand, water -fog spray, or saturated burlap.
2. Final Curing: Begin after initial curing but before surface is dry.
3.11 CONCRETE PROTECTION AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Comply with ACI 306.1 for cold -weather protection and with recommendations in
ACI 305R for hot -weather protection during curing.
B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or
windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. m x h) before and
during finishing operations. Apply according to manufacturer's written instructions after placing,
screeding, and bull floating or darbying concrete, but before float finishing.
C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported
slabs, and other similar surfaces. Forms shall be covered and kept moist. The forms shall be
loosened, as soon as possible without damage to the concrete, and provisions made for curing
water to run down inside them. During form removal, care shall be taken to provide wet cover to
newly exposed surfaces. If removing forms before end of curing period, continue curing by one
or a combination of the methods indicated below.
D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces,
including floors and slabs, concrete floor toppings, and other surfaces, by one or a combination
of the methods indicated below.
E. Curing Methods:
1. Moisture Curing: Moisture cure all Class B concrete and slabs on grade. Keep surfaces
continuously moist for not less than seven days with the following materials:
a. Water.
b. Continuous water -fog spray.
c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete
surfaces and edges with 12-inch (300-mm) lap over adjacent absorptive covers.
2. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture -retaining cover
for curing concrete, placed in widest practicable width, with sides and ends lapped at least
12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less than
seven days. Immediately repair any holes or tears during curing period using cover
material and waterproof tape.
a. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive
floor coverings.
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b. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive
penetrating liquid floor treatments.
c. Cure concrete surfaces to receive floor coverings with either a moisture -retaining
cover or a curing compound that the manufacturer recommends for use with floor
coverings.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall
within three hours after initial application. Maintain continuity of coating and repair damage
during curing period.
4. An independent testing agency will perform field quality control tests, as specified in
Section 014000 - Quality Requirements.
5. Provide free access to concrete operations at project site and cooperate with appointed
firm.
3.12 CONCRETE SURFACE REPAIRS
A. Defective Concrete: Repair and patch defective areas when approved by the Engineer.
Remove and replace concrete that cannot be repaired and patched to Engineer's approval.
B. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks,
spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and
stains and other discolorations that cannot be removed by cleaning.
1. Immediately after form removal, cut out honeycombs, rock pockets, and voids more than
1/2 inch (13 mm) in any dimension in solid concrete. Make edges of cuts perpendicular to
concrete surface. Clean, dampen with water, and brush -coat holes and voids with bonding
agent. Fill and compact with drypack grout before bonding agent has dried. Fill form -tie
voids with patching mortar or cone plugs secured in place with bonding agent.
2. Repair defects on surfaces exposed to view by blending white portland cement and
standard portland cement so that, when dry, drypack grout will match surrounding color.
Patch a test area at inconspicuous locations to verify mixture and color match before
proceeding with patching. Compact mortar in place and strike off slightly higher than
surrounding surface.
3. Repair defects on concealed, formed surfaces that affect concrete's durability and
structural performance as determined by the Engineer.
C. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and
verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces
sloped to drain for trueness of slope and smoothness; use a sloped template.
1. Repair finished surfaces containing defects. Surface defects include spalls, popouts,
honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch (0.25 mm) wide or
that penetrate to reinforcement or completely through unreinforced sections regardless of
width, and other objectionable conditions.
2. After concrete has cured at least 14 days, correct high areas by grinding.
3. Correct localized low areas during or immediately after completing surface finishing
operations by cutting out low areas and replacing with patching mortar. Finish repaired
areas to blend into adjacent concrete.
4. Correct other low areas scheduled to receive floor coverings with a repair underlayment.
Prepare, mix, and apply repair underlayment and primer according to manufacturer's
written instructions to produce a smooth, uniform, plane, and level surface. Feather edges
to match adjacent floor elevations.
5. Repair defective areas, except random cracks and single holes 1 inch (25 mm) or less in
diameter, by cutting out and replacing with fresh concrete. Remove defective areas with
clean, square cuts and expose steel reinforcement with at least 3/4-inch (19 mm) clearance
all around. Dampen concrete surfaces in contact with patching concrete and apply
bonding agent. Mix patching concrete of same materials and mix as original concrete
except without coarse aggregate. Place, compact, and finish to blend with adjacent
finished concrete. Cure in same manner as adjacent concrete.
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6. Repair random cracks and single holes 1 inch (25 mm) or less in diameter with drypack
grout. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt,
and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place
drypack grout before bonding agent has dried. Compact and finish to match adjacent
concrete. Keep patched area continuously moist for at least 72 hours.
D. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy adhesive
and drypack grout.
E. Repair materials and installation not specified above may be used, subject to Engineer's
approval.
3.13 GROUT
A. General
1. Bonding compound for use with grout is specified. Primer, if required for polymer
concrete, shall be provided per manufacturer's recommendation.
2. Grout shall not be placed during freezing weather unless adequate protection is provided.
B. Drypack Grout
1. Drypack grout shall be used for built-up surfaces, setting miscellaneous metal items and
minor repairs.
2. Surfaces required to be built up with drypack grout shall be roughened by brushing,
cleaned, and coated with the bonding compound before the application of the grout. The
drypack grout shall be applied immediately following the application of the bonding
compound in bands or strips to form a covering of the required thickness. The covering
shall be smooth. Construction joints in the grout shall be sloped and shall be cleaned and
wetted before application is resumed.
3. Drypack grout shall be cured in accordance with this Section.
C. Cement Grout
1. Cement grout shall be used for filling nonbearing portions of equipment pads and pressure
grouting.
2. Except for the specialized equipment for pressure grouting, mixing and placing apparatus
shall be similar to that normally used for cast -in -place concrete. Grout shall be mixed for a
period of at least 1 minute. Diluted grout shall be agitated to keep ingredients mixed.
D. Nonshrink Grout
1. Nonshrink grout shall be used for the bearing surfaces of machinery and equipment
bases, column base plates, and bearing plates. Grout shall be placed in accordance with
manufacturer's instructions.
2. Holes required for grouting shall be blown clean with compressed air and left free of dust
or standing water. Horizontal holes for grouting shall be drilled at a slight downward angle
to facilitate holding the grout until setting is complete. Bolts or reinforcing steel installed in
horizontal grout holes shall be bent slightly accordingly.
E. Epoxy Grout
1. Epoxy grout shall be used for repairing cracks by pressure grouting or gravity flow,
repairing structural concrete, and may be used for setting reinforcing dowels or anchor
bolts into holes in concrete for grouting. Concrete shall be primed in accordance with the
grout manufacturer's instructions.
2. Use of epoxy grout for anchorage of bolts or reinforcing dowels into concrete shall be
subject to the following conditions:
a. Use shall be limited to locations where exposure, on an intermittent or continuous
basis, to acid concentrations higher than 10%, to chlorine gas, or to machine or
diesel oils, is extremely unlikely.
b. Use shall be limited to applications where exposure to fire or exposure to concrete or
rod temperature above the product's heat deflection temperature or 120 degrees F
(whichever is less) is extremely unlikely. Overhead applications (such as pipe
supports) because of the above concerns, are not allowed.
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c. Approval from Engineer for specific application and from supplier of equipment to be
anchored, if applicable.
d. Anchor diameter and grade of steel shall be per contract documents or per
equipment supplier specifications. Anchor shall be threaded or deformed full length
of embedment and shall be free of rust, scale, grease, and oils.
e. Embedment depth and hole diameter shall be as specified.
f. Holes shall have rough surfaces, such as can be achieved using a rotary percussion
drill.
g. Holes shall be blown clean with compressed air and be free of dust or standing water
prior to application of grout.
h. Anchor shall be left undisturbed and unloaded for full curing period.
i. Anchors shall not be placed in concrete below 25 degrees F.
Pressure Grouting
1. Prior to grouting, systems and holes to be grouted shall be washed clean. Washing is not
required for grouting soil voids outside pipe cylinders or casing pipes. Grouting, once
commenced, shall be completed without stoppage. In case of breakdown of equipment,
the Contractor shall wash out the grouting system sufficiently to ensure fresh grout and
adequate bond and penetration will occur upon restarting the grouting operation. Grout
pressure shall be maintained until grout has set.
END OF SECTION
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SECTION 055000
METAL FABRICATIONS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Shop fabricated steel items.
1.02 RELATED REQUIREMENTS
1.03 REFERENCE STANDARDS
A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel 2019.
B. ASTM A123/A123M -Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron
and Steel Products 2017.
C. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon
Steel Plates 2018.
D. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000
PSI Tensile Strength 2021.
E. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts and
Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi
Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile
Strength 2022.
F. AWS B2.1/132.1M - Specification for Welding Procedure and Performance Qualification 2021.
G. AWS D1.1/D1.1 M - Structural Welding Code - Steel 2020, with Errata (2023).
1.04 SUBMITTALS
A. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size
and type of fasteners, and accessories. Include erection drawings, elevations, and details
where applicable.
B. Welders' Qualification Statement: Welders' certificates in accordance with AWS 132.1/132.1 M
and dated no more than 12 months before start of scheduled welding work.
1.05 QUALITY ASSURANCE
A. Fabricator Qualifications: A firm experienced in producing metal fabrications similar to those
indicated for this Project and with a record of successful in-service performance as well as
sufficient production capacity to produce required units.
B. Welder Qualifications: Welding processes and welding operators qualified in accordance with
AWS D1.1/D1.1 M and AWS D1.2/D1.2M and dated no more than 12 months before start of
scheduled welding work.
PART 2 PRODUCTS
2.01 MATERIALS - STEEL
A. Steel Sections: ASTM A36/A36M.
B. Plates: ASTM A283/A283M.
C. Bolts, Nuts, and Washers: ASTM A307, Grade A, plain.
D. Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, plain.
E. Welding Materials: AWS D1.1/D1.1 M; type required for materials being welded.
2.02 FABRICATION
A. Fit and shop assemble items in largest practical sections, for delivery to site.
B. Fabricate items with joints tightly fitted and secured.
C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt
tight, flush, and hairline. Ease exposed edges to small uniform radius.
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D.
Furnish components required for anchorage of fabrications. Fabricate anchors and related
components of same material and finish as fabrication, except where specifically noted
otherwise.
2.03
FABRICATED ITEMS
2.04
FINISHES -STEEL
A.
Galvanizing of Structural Steel Members: Galvanize after fabrication to ASTM A123/A123M
requirements. Provide minimum 1.7 oz/sq ft galvanized coating.
B.
Galvanizing of Non-structural Items: Galvanize after fabrication to ASTM A123/A123M
requirements.
2.05
FABRICATION TOLERANCES
A.
Squareness: 1/8 inch maximum difference in diagonal measurements.
B.
Maximum Offset Between Faces: 1/16 inch.
C.
Maximum Misalignment of Adjacent Members: 1/16 inch.
D.
Maximum Bow: 1/8 inch in 48 inches.
E.
Maximum Deviation From Plane: 1/16 inch in 48 inches.
PART 3
EXECUTION
3.01
EXAMINATION
A.
Verify that field conditions are acceptable and are ready to receive work.
3.02
INSTALLATION
A.
Install items plumb and level, accurately fitted, free from distortion or defects.
B.
Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until
completion of erection and installation of permanent attachments.
C.
Obtain approval prior to site cutting or making adjustments not scheduled.
END OF SECTION
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SECTION 079200
JOINT SEALANTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Nonsag gunnable joint sealants.
B. Joint backings and accessories.
1.02 REFERENCE STANDARDS
A. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.
B. ASTM C1193 -Standard Guide for Use of Joint Sealants 2016 (Reapproved 2023).
C. SCAQMD 1168 -Adhesive and Sealant Applications 1989, with Amendment (2022).
1.03 SUBMITTALS
A. Product Data for Joint Sealants: Submit manufacturer's technical datasheets for each product
to be used, and include the following:
1. Physical characteristics, including movement capability, VOC content, hardness, cure
time, and color availability.
2. List of backing materials approved for use with the specific product.
3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.
4. Substrates that product is not compatible with.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum three years documented experience.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Joint Sealants:
1. Dow Silicones Corporation: www.dow.com/#sle.
2.02 JOINT SEALANTS - GENERAL
A. Sealants and Primers: Provide products having low volatile organic compound (VOC) content.
2.03 NONSAG JOINT SEALANTS
A. Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand
continuous water immersion or traffic.
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Color: Match adjacent finished surfaces.
3. Service Temperature Range: Minus 65 to 180 degrees F.
4. Products:
a. Dow; DOWSIL 758 Silicone Weather Barrier Sealant: www.dow.com/#sle.
2.04 ACCESSORIES
A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to,
compatible with specific sealant used, and recommended by backing and sealant
manufacturers for specific application.
B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and
recommended by tape and sealant manufacturers for specific application.
C. Masking Tape: Self-adhesive, nonabsorbent, nonstaining, removable without adhesive
residue, and compatible with surfaces adjacent to joints and sealants.
Melcher Street Pump Station
079200 - 1 Joint Sealants
Rehabilitation
Page 90
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that joints are ready to receive work.
B. Verify that backing materials are compatible with sealants.
C. Verify that backer rods are of the correct size.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean joints and prime as necessary, in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant
work; be aware that sealant drips and smears may not be completely removable.
3.03 INSTALLATION
A. Install this work in accordance with sealant manufacturer's requirements for preparation of
surfaces and material installation instructions.
B. Provide joint sealant installations complying with ASTM C1193.
C. Install bond breaker backing tape where backer rod cannot be used.
D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without
getting sealant on adjacent surfaces.
E. Do not install sealant when ambient temperature is outside manufacturer's recommended
temperature range, or will be outside that range during the entire curing period, unless
manufacturer's approval is obtained and instructions are followed.
F. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape
immediately after tooling sealant surface.
END OF SECTION
Melcher Street Pump Station
079200 - 2 Joint Sealants
Rehabilitation
Page 91
SECTION 220513
COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General construction and requirements.
B. Three phase electric motors.
1.02 REFERENCE STANDARDS
A. NEMA MG 1 - Motors and Generators 2021.
B. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
1.03 SUBMITTALS
A. Product Data: Provide wiring diagrams with electrical characteristics and connection
requirements.
B. Manufacturer's Installation Instructions: Indicate setting, mechanical connections, lubrication,
and wiring instructions.
C. Operation Data: Include instructions for safe operating procedures.
D. Maintenance Data: Include assembly drawings, bearing data including replacement sizes, and
lubrication instructions.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacture of electric motors for
municipal water system use, and their accessories, with minimum three years documented
product development, testing, and manufacturing experience.
B. Comply with NFPA 70.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Protect motors stored on site from weather and moisture by maintaining factory covers and
suitable weather-proof covering. For extended outdoor storage, remove motors from equipment
and store separately.
PART 2 PRODUCTS
2.01 GENERAL CONSTRUCTION AND REQUIREMENTS
A. Construction:
1. Open drip -proof type except where specifically noted otherwise.
2. Design for continuous operation in 104 degrees F environment.
3. Design for temperature rise in accordance with NEMA MG 1 limits for insulation class,
service factor, and motor enclosure type.
B. Visible Nameplate: Indicating motor horsepower, voltage, phase, cycles, RPM, full load amps,
locked rotor amps, frame size, manufacturer's name and model number, service factor, power
factor, efficiency.
C. Wiring Terminations:
1. Provide terminal lugs to match branch circuit conductor quantities, sizes, and materials
indicated. Enclose terminal lugs in terminal box sized to NFPA 70, threaded for conduit.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install securely on firm foundation. Mount ball bearing motors with shaft in any position.
C. Check line voltage and phase and ensure agreement with nameplate.
Melcher Street Pump Station 220513 - 1 Common Motor Requirements
Rehabilitation for Plumbing Equipment
Page 92
3.02 SCHEDULES
See Contract Drawings
END OF SECTION
Melcher Street Pump Station 220513 - 2 Common Motor Requirements
Rehabilitation for Plumbing Equipment
Page 93
SECTION 220523
GENERAL -DUTY VALVES FOR PLUMBING PIPING
PART 1
GENERAL
1.01
SECTION INCLUDES
A.
Butterfly valves.
B.
Gate valves.
1.02
REFERENCE STANDARDS
A.
ASME B16.1 - Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250 2020.
B.
ASME B16.5 - Pipe Flanges and Flanged Fittings: NPS 1/2 through NPS 24 Metric/Inch
Standard 2020.
C.
ASME B16.10 - Face -to -Face and End -to -End Dimensions of Valves 2022.
D.
ASME B16.34 - Valves — Flanged, Threaded, and Welding End 2020.
E.
ASTM A126 - Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe
Fittings 2004 (Reapproved 2019).
F.
ASTM B62 - Standard Specification for Composition Bronze or Ounce Metal Castings 2017.
G.
MSS SP-70 - Gray Iron Gate Valves, Flanged and Threaded Ends 2011.
H.
MSS SP-80 - Bronze Gate, Globe, Angle, and Check Valves 2019.
I.
NSF 61 - Drinking Water System Components - Health Effects 2022, with Errata.
J.
NSF 372 - Drinking Water System Components - Lead Content 2022.
1.03
QUALITY ASSURANCE
A.
Manufacturer:
1. Obtain valves for each valve type from single manufacturer.
1.04
DELIVERY, STORAGE, AND HANDLING
A.
Use the following precautions during storage:
1. Store valves in shipping containers and maintain in place until installation.
a. Store valves indoors in dry environment.
b. Store valves off the ground in watertight enclosures when indoor storage is not an
option.
PART 2
PRODUCTS
2.01
APPLICATIONS
A.
See drawings for specific valve locations.
B.
Listed pipe sizes shown using nominal pipe sizes (NPS) and nominal diameter (DN).
C.
Provide the following valves for the applications if not indicated on drawings:
1. Shutoff: butterfly, gate.
D.
Domestic, Hot and Cold Water Valves:
2.02
GENERAL REQUIREMENTS
A.
Valve Pressure and Temperature Ratings: No less than rating indicated; as required for system
pressures and temperatures.
B.
Valve Sizes: Match upstream piping unless otherwise indicated.
C.
Valve Actuator Types:
1. Handwheel: Valves other than quarter -turn types.
2. Hand Lever: Quarter -turn valves 6 inch and smaller except plug valves.
D.
Valve -End Connections:
1. Flanges on Iron Valves: ASME B16.1 for flanges on iron valves.
Melcher Street Pump Station 220523 - 1 General -Duty Valves for
Rehabilitation Plumbing Piping
Page 94
2. Pipe Flanges and Flanged Fittings 1/2 inch through 24 inch: ASME B16.5.
E. General ASME Compliance:
1. Ferrous Valve Dimensions and Design Criteria: ASME B16.10 and ASME B16.34.
F. Potable Water Use:
1. Certified: Approved for use in compliance with NSF 61 and NSF 372.
2. Lead -Free Certified: Wetted surface material includes less than 0.25 percent lead
content.
2.03 BRONZE, GATE VALVES
A. General:
1. Fabricate from dezincification resistant material.
2. Copper alloys containing more than 15 percent zinc are not permitted.
B. Rising Stem or OS&Y:
1. Pressure -Temperature Range: MSS SP-80, Type I.
2. Class 125:
a. WSP Rating: 125 psi, saturated.
b. CWP Rating: 200 psi.
3. Class 150: CWP Rating; 300 psi.
4. Body: ASTM B62, bronze with integral seat and screw -in bonnet.
5. End Connections: Threaded or solder.
6. Stem: Bronze.
7. Disc: Solid wedge; bronze.
8. Packing: Asbestos free.
9. Handwheel Operator: Malleable iron.
2.04 IRON, GATE VALVES
A. Bolted Bonnet: OS&Y; Rising Stem:
1. Pressure and Temperature Rating: MSS SP-70, Type I.
2. Class 125: WOG Rating; 200 psi.
3. Body: ASTM A126, gray iron with bolted bonnet.
4. End Connections: Flanged.
5. Trim: Bronze.
6. Disc: Solid wedge.
7. Packing and Gasket: Asbestos free.
END OF SECTION
Melcher Street Pump Station 220523 - 2 General -Duty Valves for
Rehabilitation Plumbing Piping
Page 95
SECTION 221005
PLUMBING PIPING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Domestic water piping.
1.02 RELATED REQUIREMENTS
A. Section 330110.58 - Disinfection of Water Utility Piping Systems.
1.03 REFERENCE STANDARDS
A. ASME B16.1 - Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250 2020.
B. AWWA C110/A21.10 - Ductile -Iron and Gray -Iron Fittings 2021.
C. AWWA C111/A21.11 - Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 2023.
D. AWWA C115/A21.15 - Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron Threaded
Flanges 2020.
E. AWWA C151/A21.51 - Ductile -Iron Pipe, Centrifugally Cast 2017, with Errata (2018).
F. AWWA C651 - Disinfecting Water Mains 2014, with Addendum (2020).
1.04 SUBMITTALS
A. Product Data: Provide data on pipe materials, pipe fittings, valves, and accessories. Provide
manufacturers catalog information. Indicate valve data and ratings.
1.05 QUALITY ASSURANCE
A. Perform work in accordance with applicable codes.
B. Valves: Manufacturer's name and pressure rating marked on valve body.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Accept valves on site in shipping containers with labeling in place. Inspect for damage.
B. Protect piping systems from entry of foreign materials by temporary covers, completing sections
of the work, and isolating parts of completed system.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
2.02 DOMESTIC WATER PIPING
A. Ductile Iron Pipe, Flanged Joint: AWWA C115 with 250 psi maximum rated working pressure.
1. Fittings: Flanged joint, AWWA110, ductile iron,standard pattern.
2. Joints: Synthetic rubber gaskets and steel bolts.
B. Ductile Iron Pipe, Mechanical Joint: AWWA C151 with mechanical joint end.
1. Fittings: AWWA C110, ductile iron standard pattern or AWWA C13, ductile iron compact
pattern.
2. Joints: Glands, Gaskets, and Bolts: AWWA C111, ductile iron glands, rubber gaskets,
and steel bolts.
PART 3 EXECUTION
3.01 PREPARATION
A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.
B. Remove scale and dirt, on inside and outside, before assembly.
C. Prepare piping connections to equipment with flanges or unions.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
Melcher Street Pump Station
221005 - 1 Plumbing Piping
Rehabilitation
Page 96
3.03 FIELD TESTS AND INSPECTIONS
A. Verify and inspect systems according to requirements by the Authority Having Jurisdiction. In
the absence of specific test and inspection procedures proceed as indicated below.
B. Domestic Water Systems:
1. Perform hydrostatic testing for leakage prior to system disinfection.
2. Test Preparation: Close each fixture valve or disconnect and cap each connected fixture.
3. General:
a. Fill the system with water and raise static head to 10 psi above service pressure.
Minimum static head of 50 to 150 psi. As an exception, certain codes allow a
maximum static pressure of 80 psi.
C. Test Results: Document and certify successful results, otherwise repair, document, and retest.
3.04 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
A. Disinfect water distribution system in accordance with Section 330110.58.
END OF SECTION
Melcher Street Pump Station
221005 - 2 Plumbing Piping
Rehabilitation
Page 97
SECTION 221123
DOMESTIC WATER PUMPS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Base mounted centrifugal
1.02 RELATED REQUIREMENTS
A. Section 220513 - Common Motor Requirements for Plumbing Equipment.
1.03 REFERENCE STANDARDS
A. ICC (IPC) -International Plumbing Code Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
B. NSF 61 - Drinking Water System Components - Health Effects 2022, with Errata.
1.04 SUBMITTALS
A. Product Data:
1. Provide certified pump curve with duty point marked over pump and system operating
conditions and NPSH curve and power requirement by pump tag.
2. Manufacturer's catalog sheets for fixtures, fittings, accessories, and supplies.
B. Shop Drawings: Include dimensions and performance data.
C. Test Reports: Plumbing fixture operational tests.
D. Operation and Maintenance Data: Include operation, maintenance, and inspection data,
replacement part numbers and availability, and service depot location and telephone number.
E. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been
completed in Owner's name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Certifications: Products Requiring Electrical Connection: Listed and classified by Underwriters
Laboratories Inc, as suitable for purpose specified and indicated.
B. Identification: Provide pumps with manufacturer's name, model number, and rated capacity
identified by permanently attached label.
C. Performance: Ensure pumps operate at specified system fluid temperatures without vapor
binding and cavitation, are non -overloading in parallel or individual operation, and operate
within 25 percent of midpoint of published maximum efficiency curve.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Provide temporary inlet and outlet caps. Maintain caps in place until installation.
PART 2 PRODUCTS
2.01 BASE- OR FRAME -MOUNT, HORIZONTAL SPLIT CASE PUMPS
A. Manufacturers:
1. Pentair Fairbanks Nijhuis
B. Performance:
C. Capacity: 950 gpm at 260.0 feet of head
D. Description: See Pump Schedule in Contract Drawings.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install products with related fittings, and accessories according to manufacturer instructions.
B. Potable and Drinking Water Service: Provide NSF 61 certified; comply with ICC (IPC).
C. Ensure that small pressure gauges are installed on both upstream and downstream ends.
Melcher Street Pump Station
221123 - 1 Domestic Water Pumps
Rehabilitation
Page 98
D. Ensure pumps operate at specified system fluid temperatures without vapor binding and
cavitation, are nonoverloading in parallel or individual operation, and operate within 25 percent
of midpoint of published maximum efficiency curve.
END OF SECTION
Melcher Street Pump Station
221123 - 2 Domestic Water Pumps
Rehabilitation
Page 99
SECTION 238200
CONVECTION HEATING AND COOLING UNITS
PART 1
GENERAL
1.01
SECTION INCLUDES
A.
Electric unit heaters.
1.02
SUBMITTALS
A.
Product Data: Provide typical catalog of information including arrangements.
B.
Warranty: Submit manufacturer's warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
1.03
QUALITY ASSURANCE
A.
Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories
Inc. as suitable for the purpose specified and indicated.
PART 2
PRODUCTS
2.01
ELECTRIC UNIT HEATERS
A.
Manufacturers:
1. INDEECO (Industrial Engineering and Equipment Company);
2. Modine Manufacturing Company;
3. Trane Technologies, PLC;
B.
Provide products listed, classified, and labeled by Underwriters Laboratories Inc. (UL), Intertek
(ETL), or testing firm acceptable to authority having jurisdiction as suitable for purpose
indicated.
C.
Heating Element Assembly:
1. Thermal safety cut-out within electric terminal box with automatically reset switch located
near electric terminal box.
D. Housing:
1. Suitable for ceiling mount using provided hardware appendages.
E. Controls:
F. Electrical Characteristics:
1. 5 kW.
2. 240 VAC, single phase, 60 Hz.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install in accordance with manufacturer's recommendations.
B. Unit Heaters:
1. Hang from building structure.
C. Units with Electric Heating Elements:
1. Install as indicated including electrical devices furnished by manufacturer but not factory
installed.
END OF SECTION
Melcher Street Pump Station 238200 - 1 Convection Heating and Cooling
Rehabilitation Units
Page 100
SECTION 260519
LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Single conductor building wire.
B. Nonmetallic -sheathed cable.
C. Service entrance cable.
D. Wiring connectors.
E. Electrical tape.
F. Wire pulling lubricant.
G. Cable ties.
1.02 RELATED REQUIREMENTS
A. Section 260526 - Grounding and Bonding for Electrical Systems: Additional requirements for
grounding conductors and grounding connectors.
1.03 REFERENCE STANDARDS
A. ASTM B3 - Standard Specification for Soft or Annealed Copper Wire 2013 (Reapproved 2018).
B. ASTM B8 - Standard Specification for Concentric -Lay -Stranded Copper Conductors, Hard,
Medium -Hard, or Soft 2011 (Reapproved 2017).
C. ASTM B787/B787M - Standard Specification for 19 Wire Combination Unilay-Stranded Copper
Conductors for Subsequent Insulation 2004 (Reapproved 2020).
D. ASTM D3005 - Standard Specification for Low -Temperature Resistant Vinyl Chloride Plastic
Pressure -Sensitive Electrical Insulating Tape 2017.
E. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.
F. NEMA WC 70 - Power Cables Rated 2000 Volts or Less for the Distribution of Electrical Energy
2021.
G. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
H. UL 44 - Thermoset -Insulated Wires and Cables Current Edition, Including All Revisions.
I. UL 83 - Thermoplastic -Insulated Wires and Cables Current Edition, Including All Revisions.
J. UL 267 - Outline of Investigation for Wire -Pulling Compounds Current Edition, Including All
Revisions.
K. UL 486A-486B - Wire Connectors Current Edition, Including All Revisions.
L. UL 486C - Splicing Wire Connectors Current Edition, Including All Revisions.
M. UL 510 - Polyvinyl Chloride, Polyethylene, and Rubber Insulating Tape Current Edition,
Including All Revisions.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate sizes of raceways, boxes, and equipment enclosures installed under other
sections with the actual conductors to be installed, including adjustments for conductor
sizes increased for voltage drop.
2. Coordinate with electrical equipment installed under other sections to provide terminations
suitable for use with the conductors to be installed.
3. Notify Architect of any conflicts with or deviations from Contract Documents. Obtain
direction before proceeding with work.
Melcher Street Pump Station 260519 - 1 Low -Voltage Electrical Power
Rehabilitation Conductors and Cables
Page 101
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturer's standard catalog pages and data sheets for conductors
and cables, including detailed information on materials, construction, ratings, listings, and
available sizes, configurations, and stranding.
1.06 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Receive, inspect, handle, and store conductors and cables in accordance with manufacturer's
instructions.
PART 2 PRODUCTS
2.01 CONDUCTOR AND CABLE APPLICATIONS
A. Do not use conductors and cables for applications other than as permitted by NFPA 70 and
product listing.
B. Provide single conductor building wire installed in suitable raceway unless otherwise indicated,
permitted, or required.
2.02 CONDUCTOR AND CABLE GENERAL REQUIREMENTS
A. Provide products that comply with requirements of NFPA 70.
B. Provide products listed, classified, and labeled as suitable for the purpose intended.
C. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring,
connectors, etc. as required for a complete operating system.
D. Comply with NEMA WC 70.
E. Thermoplastic -Insulated Conductors and Cables: Listed and labeled as complying with UL 83.
F. Thermoset -Insulated Conductors and Cables: Listed and labeled as complying with UL 44.
G. Conductor Material:
1. Copper Conductors: Soft drawn annealed, 98 percent conductivity, uncoated copper
conductors complying with ASTM B3, ASTM B8, or ASTM B787/B787M unless otherwise
indicated.
H. Conductor Color Coding:
1. Color code conductors as indicated unless otherwise required by the authority having
jurisdiction. Maintain consistent color coding throughout project.
2. Color Coding Method: Integrally colored insulation.
a. Conductors size 4 AWG and larger may have black insulation color coded using vinyl
color coding electrical tape.
3. Color Code:
a. 480Y/277 V, 3 Phase, 4 Wire System:
1) Phase A: Brown.
2) Phase B: Orange.
3) Phase C: Yellow.
4) Neutral/Grounded: Gray.
b. 240/120 V, 1 Phase, 3 Wire System:
1) Phase A: Black.
2) Phase B: Red.
3) Neutral/Grounded: White.
c. Equipment Ground, All Systems: Green.
2.03 SINGLE CONDUCTOR BUILDING WIRE
A. Manufacturers:
Melcher Street Pump Station 260519 - 2 Low -Voltage Electrical Power
Rehabilitation Conductors and Cables
Page 102
Copper Building Wire:
a. Cerro Wire LLC: www.cerrowire.com/#sle.
b. Encore Wire Corporation: www.encorewire.com/#sle.
c. General Cable Technologies Corporation; www.generalcable.com/#sle.
d. Service Wire Cc: www.servicewire.com/#sle.
e. Southwire Company: www.southwire.com/#sle.
B. Description: Single conductor insulated wire.
C. Conductor Stranding:
1. Feeders and Branch Circuits:
a. Size 10 AWG and Smaller: Solid.
b. Size 8 AWG and Larger: Stranded.
D. Insulation Voltage Rating: 600 V.
E. Insulation:
1. Copper Building Wire: Type THHN/THWN or THHN/THWN-2, except as indicated below.
2.04 SERVICE ENTRANCE CABLE
A. Manufacturers:
1. Copper Service Entrance Cable:
a. Cerro Wire LLC: www.cerrowire.com/#sle.
b. Encore Wire Corporation: www.encorewire.com/#sle.
c. Service Wire Co: www.servicewire.com/#sle.
d. Southwire Company: www.southwire.com/#sle.
B. Insulation Voltage Rating: 600 V.
2.05 WIRING CONNECTORS
A. Description: Wiring connectors appropriate for the application, suitable for use with the
conductors to be connected, and listed as complying with UL 486A-486B or UL 486C as
applicable.
B. Connectors for Grounding and Bonding: Comply with Section 260526.
C. Wiring Connectors for Terminations:
1. Provide terminal lugs for connecting conductors to equipment furnished with terminations
designed for terminal lugs.
2. Where over -sized conductors are larger than the equipment terminations can
accommodate, provide connectors suitable for reducing to appropriate size, but not less
than required for the rating of the overcurrent protective device.
2.06 ACCESSORIES
A. Electrical Tape:
1. Vinyl Color Coding Electrical Tape: Integrally colored to match color code indicated; listed
as complying with UL 510; minimum thickness of 7 mil; resistant to abrasion, corrosion,
and sunlight; suitable for continuous temperature environment up to 221 degrees F.
2. Vinyl Insulating Electrical Tape: Complying with ASTM D3005 and listed as complying
with UL 510; minimum thickness of 7 mil; resistant to abrasion, corrosion, and sunlight;
conformable for application down to 0 degrees F and suitable for continuous temperature
environment up to 221 degrees F.
B. Wire Pulling Lubricant:
1. Listed and labeled as complying with UL 267.
2. Suitable for use with conductors/cables and associated insulation/jackets to be installed.
3. Suitable for use at installation temperature.
C. Cable Ties: Material and tensile strength rating suitable for application.
Melcher Street Pump Station 260519 - 3 Low -Voltage Electrical Power
Rehabilitation Conductors and Cables
Page 103
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that work likely to damage wire and cable has been completed.
B. Verify that raceways, boxes, and equipment enclosures are installed and are properly sized to
accommodate conductors and cables in accordance with NFPA 70.
C. Verify that conditions are satisfactory for installation prior to starting work.
3.02 INSTALLATION
A. Circuiting Requirements:
1. Unless dimensioned, circuit routing indicated is diagrammatic.
2. When circuit destination is indicated without specific routing, determine exact routing
required.
3. Arrange circuiting to minimize splices.
4. Common Neutrals: Unless otherwise indicated, sharing of neutral/grounded conductors
among up to three single phase branch circuits of different phases installed in the same
raceway is not permitted. Provide dedicated neutral/grounded conductor for each
individual branch circuit.
B. Install products in accordance with manufacturer's instructions.
C. Perform work in accordance with NECA 1 (general workmanship).
D. Installation in Raceway:
1. Tape ends of conductors and cables to prevent infiltration of moisture and other
contaminants.
2. Pull all conductors and cables together into raceway at same time.
3. Do not damage conductors and cables or exceed manufacturer's recommended maximum
pulling tension and sidewall pressure.
4. Use suitable wire pulling lubricant where necessary, except when lubricant is not
recommended by the manufacturer.
E. Paralleled Conductors: Install conductors of the same length and terminate in the same
manner.
F. Secure and support conductors and cables in accordance with NFPA 70 using suitable
supports and methods approved by the authority having jurisdiction. Provide independent
support from building structure. Do not provide support from raceways, piping, ductwork, or
other systems.
G. Install conductors with a minimum of 12 inches of slack at each outlet.
H. Neatly train and bundle conductors inside boxes, wireways, panelboards and other equipment
enclosures.
I. Group or otherwise identify neutral/grounded conductors with associated ungrounded
conductors inside enclosures in accordance with NFPA 70.
J. Make wiring connections using specified wiring connectors.
1. Make splices and taps only in accessible boxes. Do not pull splices into raceways or make
splices in conduit bodies or wiring gutters.
2. Remove appropriate amount of conductor insulation for making connections without
cutting, nicking or damaging conductors.
3. Do not remove conductor strands to facilitate insertion into connector.
4. Clean contact surfaces on conductors and connectors to suitable remove corrosion,
oxides, and other contaminates. Do not use wire brush on plated connector surfaces.
K. Insulate splices and taps that are made with uninsulated connectors using methods suitable for
the application, with insulation and mechanical strength at least equivalent to unspliced
conductors.
L. Insulate ends of spare conductors using vinyl insulating electrical tape.
Melcher Street Pump Station 260519 - 4 Low -Voltage Electrical Power
Rehabilitation Conductors and Cables
Page 104
M. Field -Applied Color Coding: Where vinyl color coding electrical tape is used in lieu of integrally
colored insulation as permitted in Part 2 under "Color Coding", apply half overlapping turns of
tape at each termination and at each location conductors are accessible.
N. Unless specifically indicated to be excluded, provide final connections to all equipment and
devices, including those furnished by others, as required for a complete operating system.
END OF SECTION
Melcher Street Pump Station 260519 - 5 Low -Voltage Electrical Power
Rehabilitation Conductors and Cables
Page 105
SECTION 260526
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
PART 1 GENERAL
1.01 REFERENCE STANDARDS
A. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.
B. NETA ATS - Standard For Acceptance Testing Specifications For Electrical Power Equipment
And Systems 2021.
C. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
D. UL 467 - Grounding and Bonding Equipment Current Edition, Including All Revisions.
PART 2 PRODUCTS
2.01 GROUNDING AND BONDING REQUIREMENTS
A. Do not use products for applications other than as permitted by NFPA 70 and product listing.
B. Unless specifically indicated to be excluded, provide all required components, conductors,
connectors, conduit, boxes, fittings, supports, accessories, etc. as necessary for a complete
grounding and bonding system.
C. Where conductor size is not indicated, size to comply with NFPA 70 but not less than applicable
minimum size requirements specified.
2.02 GROUNDING AND BONDING COMPONENTS
A. General Requirements:
1. Provide products listed, classified, and labeled as suitable for the purpose intended.
2. Provide products listed and labeled as complying with UL 467 where applicable.
B. Conductors for Grounding and Bonding, in Addition to Requirements of Section 260526:
1. Use insulated copper conductors unless otherwise indicated.
a. Exceptions:
1) Use bare copper conductors where installed underground in direct contact with
earth.
2) Use bare copper conductors where directly encased in concrete (not in
raceway).
C. Connectors for Grounding and Bonding:
1. Description: Connectors appropriate for the application and suitable for the conductors
and items to be connected; listed and labeled as complying with UL 467.
2. Unless otherwise indicated, use exothermic welded connections for underground,
concealed and other inaccessible connections.
3. Unless otherwise indicated, use mechanical connectors, compression connectors, or
exothermic welded connections for accessible connections.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that work likely to damage grounding and bonding system components has been
completed.
B. Verify that conditions are satisfactory for installation prior to starting work.
3.02 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Perform work in accordance with NECA 1 (general workmanship).
C. Make grounding and bonding connections using specified connectors.
Melcher Street Pump Station 260526-1 Grounding and Bonding for
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1. Remove appropriate amount of conductor insulation for making connections without
cutting, nicking or damaging conductors. Do not remove conductor strands to facilitate
insertion into connector.
2. Remove nonconductive paint, enamel, or similar coating at threads, contact points, and
contact surfaces.
3. Exothermic Welds: Make connections using molds and weld material suitable for the
items to be connected in accordance with manufacturer's recommendations.
4. Mechanical Connectors: Secure connections according to manufacturer's recommended
torque settings.
5. Compression Connectors: Secure connections using manufacturer's recommended tools
and dies.
3.03 FIELD QUALITY CONTROL
A. Inspect and test in accordance with NETA ATS except Section 4.
B. Perform inspections and tests listed in NETA ATS, Section 7.13.
C. Perform ground electrode resistance tests under normally dry conditions. Precipitation within
the previous 48 hours does not constitute normally dry conditions.
D. Investigate and correct deficiencies where measured ground resistances do not comply with
specified requirements.
END OF SECTION
Melcher Street Pump Station 260526 - 2 Grounding and Bonding for
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SECTION 260533.13
CONDUIT FOR ELECTRICAL SYSTEMS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Galvanized steel rigid metal conduit (RMC).
B. Flexible metal conduit (FMC).
C. Liquidtight flexible metal conduit (LFMC).
D. Galvanized steel electrical metallic tubing (EMT).
E. Rigid polyvinyl chloride (PVC) conduit.
1.02 REFERENCE STANDARDS
A. ANSI C80.1 - American National Standard for Electrical Rigid Steel Conduit (ERSC) 2020.
B. ANSI C80.3 - American National Standard for Electrical Metallic Tubing -- Steel (EMT-S) 2020.
C. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.
D. NECA 101 - Standard for Installing Steel Conduits (Rigid, IMC, EMT) 2020.
E. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic
Tubing, and Cable 2014.
F. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
G. UL 1 - Flexible Metal Conduit Current Edition, Including All Revisions.
H. UL 6 - Electrical Rigid Metal Conduit -Steel Current Edition, Including All Revisions.
I. UL 514B - Conduit, Tubing, and Cable Fittings Current Edition, Including All Revisions.
J. UL 797 - Electrical Metallic Tubing -Steel Current Edition, Including All Revisions.
1.03 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate minimum sizes of conduits with actual type and quantity of conductors to be
installed, including adjustments for conductor sizes increased for voltage drop.
2. Coordinate arrangement of conduits with structural members, ductwork, piping,
equipment, and other potential conflicts.
B. Sequencing:
1. Do not begin installation of conductors and cables until installation of conduit between
termination points is complete.
1.04 SUBMITTALS
A. Product Data: Provide manufacturer's standard catalog pages and data sheets for conduits
and fittings.
PART 2 PRODUCTS
2.01 CONDUIT APPLICATIONS
A. Do not use conduit and associated fittings for applications other than as permitted by NFPA 70,
manufacturer's instructions, and product listing.
B. Unless otherwise indicated and where not otherwise restricted, use conduit types indicated for
specified applications. Where more than one listed application applies, comply with most
restrictive requirements. Where conduit type for particular application is not specified, use
galvanized steel rigid metal conduit.
C. Exposed, Interior, Subject to Physical Damage: Use galvanized steel rigid metal conduit (RMC)
or galvanized steel electrical metallic tubing (EMT).except where otherwise shown on the
Drawings and as specified herein.
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2.02 CONDUIT - GENERAL REQUIREMENTS
A. Comply with NFPA 70.
B. Provide conduit, fittings, supports, and accessories required for complete raceway system.
C. Provide products listed, classified, and labeled as suitable for purpose intended.
D. Where conduit size is not indicated, size to comply with NFPA 70 but not less than applicable
minimum size requirements specified.
2.03 GALVANIZED STEEL RIGID METAL CONDUIT (RMC)
A. Description: NFPA 70, Type RMC galvanized steel rigid metal conduit complying with ANSI
C80.1 and listed and labeled as complying with UL 6.
B. Fittings:
1. Nonhazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled
as complying with UL 514B or UL 6.
2. Material: Use steel or malleable iron.
3. Connectors and Couplings: Use threaded type fittings only. Threadless fittings, including
set screw and compression/gland types, are not permitted.
2.04 FLEXIBLE METAL CONDUIT (FMC)
A. Description: NFPA 70, Type FMC standard -wall steel flexible metal conduit listed and labeled
as complying with UL 1, and listed for use in classified firestop systems.
B. Fittings:
1. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with
UL 514B.
2. Material: Use steel or malleable iron.
2.05 GALVANIZED STEEL ELECTRICAL METALLIC TUBING (EMT)
A. Description: NFPA 70, Type EMT galvanized steel electrical metallic tubing complying with
ANSI C80.3 and listed and labeled as complying with UL 797.
B. Fittings:
1. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with
UL 514B.
2. Material: Use steel or malleable iron.
3. Connectors and Couplings: Use compression/gland or set -screw type.
a. Do not use indenter type connectors and couplings.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Install conduit in accordance with NECA 1.
C. Install galvanized steel rigid metal conduit (RMC) in accordance with NECA 101.
D. Conduit Routing:
1. Unless dimensioned, conduit routing indicated is diagrammatic.
2. When conduit destination is indicated without specific routing, determine exact routing
required.
3. Maintain minimum clearance of 12 inches between conduits and hot surfaces. This
includes, but is not limited to:
a. Heaters.
E. Conduit Support:
1. Secure and support conduits in accordance with NFPA 70 using suitable supports and
methods approved by authorities having jurisdiction; see Section 260529.
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2. Provide independent support from building structure. Do not provide support from piping,
ductwork, or other systems.
Connections and Terminations:
1. Use approved zinc -rich paint or conduit joint compound on field -cut threads of galvanized
steel conduits prior to making connections.
2. Where two threaded conduits must be joined and neither can be rotated, use three-piece
couplings or split couplings. Do not use running threads.
3. Use suitable adapters where required to transition from one type of conduit to another.
4. Terminate threaded conduits in boxes and enclosures using threaded hubs or double lock
nuts for dry locations and raintight hubs for wet locations.
5. Provide insulating bushings, insulated throats, or listed metal fittings with smooth, rounded
edges at conduit terminations to protect conductors.
6. Secure joints and connections to provide mechanical strength and electrical continuity.
G. Penetrations:
1. Do not penetrate or otherwise notch or cut structural members, including footings and
grade beams, without approval of Structural Engineer.
2. Make penetrations perpendicular to surfaces unless otherwise indicated.
3. Provide sleeves for penetrations as indicated or as required to facilitate installation. Set
sleeves flush with exposed surfaces unless otherwise indicated or required.
4. Conceal bends for conduit risers emerging above ground.
5. Where conduits penetrate waterproof membrane, seal as required to maintain integrity of
membrane.
6. Make penetrations for roof -mounted equipment within associated equipment openings and
curbs where possible to minimize roofing system penetrations. Where penetrations are
necessary, seal as indicated or as required to preserve integrity of roofing system and
maintain roof warranty.
7. Install firestopping to preserve fire resistance rating of partitions and other elements; see
Section 078400.
H. Conduit Movement Provisions: Where conduits are subject to movement, provide expansion
and expansion/deflection fittings to prevent damage to enclosed conductors or connected
equipment. This includes, but is not limited to:
1. Where conduits cross structural joints intended for expansion, contraction, or deflection.
2. Where conduits are subject to earth movement by settlement or frost.
I. Conduit Sealing:
1. Use foam conduit sealant to prevent entry of moisture and gases. This includes, but is not
limited to:
a. Where conduits enter building from outside.
b. Where service conduits enter building from underground distribution system.
c. Where conduits enter building from underground.
d. Where conduits may transport moisture to contact live parts.
2. Where conduits cross barriers between areas of potential substantial temperature
differential, use foam conduit sealant at accessible point near penetration to prevent
condensation. This includes, but is not limited to:
a. Where conduits pass from outdoors into conditioned interior spaces.
b. Where conduits pass from unconditioned interior spaces into conditioned interior
spaces.
Provide grounding and bonding; see Section 260526.
3.02 FIELD QUALITY CONTROL
A. See Section 014000 - Quality Requirements for additional requirements.
B. Repair cuts and abrasions in galvanized finishes using zinc -rich paint recommended by
manufacturer. Replace components that exhibit signs of corrosion.
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C. Correct deficiencies and replace damaged or defective conduits.
END OF SECTION
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SECTION 262416
PANELBOARDS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Lighting and appliance panelboards.
B. Overcurrent protective devices for panelboards.
1.02 RELATED REQUIREMENTS
A. Section 260526 - Grounding and Bonding for Electrical Systems.
B. Section 260529 - Hangers and Supports for Electrical Systems.
1.03 REFERENCE STANDARDS
A. FS W-C-375 - Circuit Breakers, Molded Case; Branch Circuit and Service 2013e, with
Amendment (2017).
B. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.
C. NECA 407 - Standard for Installing and Maintaining Panelboards 2015.
D. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum) 2020.
E. NEMA PB 1 - Panelboards 2011.
F. NEMA PB 1.1 - General Instructions for Proper Installation, Operation and Maintenance of
Panelboards Rated 600 Volts or Less 2013.
G. NETA ATS - Standard For Acceptance Testing Specifications For Electrical Power Equipment
And Systems 2021.
H. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
I. UL 50 - Enclosures for Electrical Equipment, Non -Environmental Considerations Current
Edition, Including All Revisions.
J. UL 50E - Enclosures for Electrical Equipment, Environmental Considerations Current Edition,
Including All Revisions.
K. UL 67 - Panelboards Current Edition, Including All Revisions.
L. UL 489 - Molded -Case Circuit Breakers, Molded -Case Switches and Circuit Breaker Enclosures
Current Edition, Including All Revisions.
M. UL 869A - Reference Standard for Service Equipment Current Edition, Including All Revisions.
1.04 SUBMITTALS
A. Product Data: Provide manufacturer's standard catalog pages and data sheets for
panelboards, enclosures, overcurrent protective devices, and other installed components and
accessories.
B. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use
stipulated by product testing agency. Include instructions for storage, handling, protection,
examination, preparation, and installation of product.
1.05 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Receive, inspect, handle, and store panelboards in accordance with manufacturer's instructions
and NECA 407.
B. Store in a clean, dry space. Maintain factory wrapping or provide an additional heavy canvas
or heavy plastic cover to protect units from dirt, water, construction debris, and traffic.
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C. Handle carefully in accordance with manufacturer's written instructions to avoid damage to
panelboard internal components, enclosure, and finish.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. ABB: www.electrification.us.abb.com/#sle.
B. Eaton Corporation: www.eaton.com/#sle.
C. Schneider Electric: www.se.com/#sle.
D. Siemens Industry, Inc: www.new.siemens.com/#sle.
2.02 PANELBOARDS - GENERAL REQUIREMENTS
A. Provide products listed, classified, and labeled as suitable for the purpose intended.
B. Unless otherwise indicated, provide products suitable for continuous operation under the
following service conditions:
1. Altitude: Less than 6,600 feet.
2. Ambient Temperature:
a. Panelboards Containing Circuit Breakers: Between 23 degrees F and 104 degrees
F.
b. Panelboards Containing Fusible Switches: Between -22 degrees F and 104 degrees
F.
C. Short Circuit Current Rating:
1. Provide panelboards with listed short circuit current rating not less than the available fault
current at the installed location as indicated on the drawings.
D. Panelboards Used for Service Entrance: Listed and labeled as suitable for use as service
equipment according to UL 869A.
E. Mains: Configure for top or bottom incoming feed as indicated or as required for the
installation.
F. Branch Overcurrent Protective Devices: Replaceable without disturbing adjacent devices.
G. Bussing: Sized in accordance with UL 67 temperature rise requirements.
1. Provide fully rated neutral bus unless otherwise indicated, with a suitable lug for each
feeder or branch circuit requiring a neutral connection.
2. Provide solidly bonded equipment ground bus in each panelboard, with a suitable lug for
each feeder and branch circuit equipment grounding conductor.
H. Conductor Terminations: Suitable for use with the conductors to be installed.
Enclosures: Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E.
1. Environment Type per NEMA 250: Unless otherwise indicated, as specified for the
following installation locations:
a. Indoor Clean, Dry Locations: Type 1.
b. Outdoor Locations: Type 3R.
2. Boxes: Galvanized steel unless otherwise indicated.
a. Provide wiring gutters sized to accommodate the conductors to be installed.
3. Fronts:
a. Fronts for Surface -Mounted Enclosures: Same dimensions as boxes.
b. Finish for Painted Steel Fronts: Manufacturer's standard grey unless otherwise
indicated.
4. Lockable Doors: All locks keyed alike unless otherwise indicated.
J. Future Provisions: Prepare all unused spaces for future installation of devices including
bussing, connectors, mounting hardware and all other required provisions.
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2.03 LIGHTING AND APPLIANCE PANELBOARDS
A. Description: Panelboards complying with NEMA PB 1, lighting and appliance branch circuit
type, circuit breaker type, and listed and labeled as complying with UL 67; ratings,
configurations and features as indicated on the drawings.
B. Conductor Terminations:
1. Main and Neutral Lug Material: Aluminum, suitable for terminating aluminum or copper
conductors.
2. Main and Neutral Lug Type: Mechanical.
C. Bussing:
1. Phase Bus Connections: Arranged for sequential phasing of overcurrent protective
devices.
2. Phase and Neutral Bus Material: Aluminum.
3. Ground Bus Material: Aluminum.
D. Circuit Breakers: Thermal magnetic bolt -on type unless otherwise indicated.
E. Enclosures:
1. Provide surface -mounted enclosures as indicated.
2. Provide clear plastic circuit directory holder mounted on inside of door.
2.04 OVERCURRENT PROTECTIVE DEVICES
A. Molded Case Circuit Breakers:
1. Description: Quick -make, quick -break, over center toggle, trip -free, trip -indicating circuit
breakers listed and labeled as complying with UL 489, and complying with FS W-C-375
where applicable; ratings, configurations, and features as indicated on the drawings.
2. Interrupting Capacity:
a. Provide circuit breakers with interrupting capacity as required to provide the short
circuit current rating indicated, but not less than:
1) 10,000 rms symmetrical amperes at 240 VAC or 208 VAC.
b. Fully Rated Systems: Provide circuit breakers with interrupting capacity not less than
the short circuit current rating indicated.
3. Conductor Terminations:
a. Provide mechanical lugs unless otherwise indicated.
b. Lug Material: Aluminum, suitable for terminating aluminum or copper conductors.
4. Thermal Magnetic Circuit Breakers: For each pole, furnish thermal inverse time tripping
element for overload protection and magnetic instantaneous tripping element for short
circuit protection.
5. Multi -Pole Circuit Breakers: Furnish with common trip for all poles.
PART 3 EXECUTION
3.01 INSTALLATION
A. Perform work in accordance with NECA 1 (general workmanship).
B. Install products in accordance with manufacturer's instructions.
C. Install panelboards in accordance with NECA 407 and NEMA PB 1.1.
D. Arrange equipment to provide minimum clearances in accordance with manufacturer's
instructions and NFPA 70.
E. Provide required support and attachment in accordance with Section 260529.
F. Install panelboards plumb.
G. Mount panelboards such that the highest position of any operating handle for circuit breakers or
switches does not exceed 79 inches above the floor or working platform.
H. Provide grounding and bonding in accordance with Section 260526.
I. Install all field -installed branch devices, components, and accessories.
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Provide filler plates to cover unused spaces in panelboards.
3.02 FIELD QUALITY CONTROL
A. Inspect and test in accordance with NETA ATS, except Section 4.
B. Molded Case Circuit Breakers: Perform inspections and tests listed in NETA ATS, Section
7.6.1.1 for all main circuit breakers and circuit breakers larger than amperes. Tests listed
as optional are not required.
C. Correct deficiencies and replace damaged or defective panelboards or associated components.
END OF SECTION
Melcher Street Pump Station
262416 - 4 Panelboards
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SECTION 262923
VARIABLE -FREQUENCY MOTOR CONTROLLERS
PART 1 GENERAL
4.01 SECTION INCLUDES
A. Variable -Frequency Drive (VFD) units for low -voltage (600 V and less) AC motor applications.
4.02 RELATED REQUIREMENTS
A. Section 260526 - Grounding and Bonding for Electrical Systems.
4.03 REFERENCE STANDARDS
A. NEMA 250 -Enclosures for Electrical Equipment (1000 Volts Maximum).
B. NFPA 70 - National Electrical Code.
C. UL 508A - Industrial Control Panels.
D. IEEE 519 — Standard Practices and Requirements for Harmonic Control in Electrical Power
Systems
4.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate work to avoid placement of ductwork, piping, equipment, and other
obstructions within dedicated equipment spaces and working clearances required by
NFPA 70.
2. Coordinate work to provide VFDs suitable for use with motors.
3. Coordinate work to provide controllers and associated wiring suitable for interface with
control devices.
4. Coordinate arrangement of electrical equipment with dimensions and clearance
requirements.
5. Verify with manufacturer that conductor terminations are suitable for use with conductors.
6. Notify Engineer of conflicts with or deviations from Contract Documents. Obtain direction
before proceeding with work.
4.05 SUBMITTALS
A. Shop Drawings: Indicate dimensions, voltage, controller sizes, short circuit current ratings,
conduit entry locations, conductor terminal information, list of major components, and installed
features and accessories.
B. Wiring Diagrams:
1. Power Diagram: Include amperage ratings, circuit breaker frame sizes, circuit breaker
continuous amp ratings, etc. as required for approval.
1. Control Diagram: Include disconnect devices, pilot devices, etc.
C. Derating Calculations: Indicate ratings adjusted for applicable service conditions.
D. Specimen Warranty: Submit sample of manufacturer's warranty.
E. Manufacturer's certification that products meet or exceed specified requirements.
F. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use
stipulated by product testing agency. Include instructions for storage, handling, protection,
examination, preparation, and installation of product.
G. Manufacturer's detailed field testing procedures.
H. Operation and Maintenance Data: Include detailed information on system operation,
equipment programming and setup, replacement parts, and recommended maintenance
procedures and intervals.
I. Executed Warranty: Submit documentation of final executed warranty completed in Owner's
name and registered with manufacturer.
Melcher Street Pump Station 262923 - 1 Variable -Frequency Motor
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4.06 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.
B. Manufacturer Qualifications: Company specializing in manufacturing products specified in this
section with minimum three years documented experience.
C. The VFD and all associated optional equipment shall be UL listed or recognized.
D. The VFD shall have a UL label attached to the enclosure cabinet.
E. The VFD shall be factory pre -wired, assembled and tested as a complete package.
4.07 DELIVERY, STORAGE, AND HANDLING
A. Store in clean, dry space. Maintain factory wrapping or provide additional heavy canvas or
heavy plastic cover to protect units from dirt, water, construction debris, and traffic.
B. Handle carefully in accordance with manufacturer's written instructions to avoid damage to
internal components, enclosure, and finish.
4.08 FIELD CONDITIONS
A. Maintain field conditions within required service conditions during and after installation.
4.09 WARRANTY
A. Provide minimum 18-month manufacturer warranty covering repair or replacement due to
defective materials or workmanship.
PART 2 PRODUCTS
5.01 MANUFACTURERS
A. Variable -Frequency Drive units:
1. Allen-Bradley.
2. Eaton Corporation.
3. Rockwell Automation, Inc.
B. Source Limitations: Provide variable -frequency drive units and associated components
produced by single manufacturer and obtained from single supplier.
5.02 VARIABLE -FREQUENCY DRIVES
A. Provide variable -frequency motor drives consisting of required controller assemblies, operator
interfaces, control power transformers, instrumentation and control wiring, sensors,
accessories, system programming, etc. as necessary for complete operating system.
B. Provide products listed, classified, and labeled as suitable for purpose intended.
C. Basis of Design: Rockwell Automation PowerFlex 753, Model 20E-_-A-G-D-125-J-A-O with
NEMA/UP type 12 frame and 1/0 option kit 20-750-2263C-1 R2T-HIM-A6, and Human Interface
Module 20-HIM-A6 with communications and accessories option 20-750-ENETR.
D. Features
1. Hardware
a. Utilize diode bridge or SCR bridge on the input rectifier.
b. Utilize DC bus inductor on all six -pulse VFDs only.
c. Utilize switching logic power supply operating from the DC bus.
d. Incorporate phase -to -phase and phase -to -ground MOV protection on the AC input
line.
e. Microprocessor based inverter logic shall be isolated from power circuits.
f. Utilize latest generation IGBT inverter section.
g. Battery receptacle for Lithium battery power to the Real-time Clock.
h. Additional port for handheld and remote HIM options.
i. Dedicated Digital Input for hardware enable.
j. Conformal coated printed circuit boards.
a. Optional onboard 24V DC Auxiliary Control Power Supply.
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2. Control Logic
a. Ability to operate with motor disconnected.
b. Provide a controlled shutdown, when properly protected, with no component failure in
the event of an output phase -to -phase or phase -to -ground short circuit. Provide
annunciation of the fault condition.
c. Provide multiple programmable stop modes including Ramp, Coast, DC -Brake,
Ramp -to -Hold, Fast Braking, and Current Limit Stop.
d. Provide multiple acceleration and deceleration rates.
b. Adjustable output frequency up to 590 Hz
2. Control
e. Ability to control outputs and manage status information locally within the VFD.
f. Ability to function standalone or complimentary to supervisory control.
g. Ability to speed reaction time by processing in the VFD.
h. Ability to provide scaling, selector switches, or other data manipulations not already
built into the VFD.
i. Ability to read inputs/write outputs and exclusively control the VFD.
j. Ability to provide an option for decision making if communication is lost with main
controller.
k. Ability to control other VFDs via a peer -to -peer EtherNet/IP network.
I. Ability to write programs off-line.
3. Motor Control Modes
m. Selectable sensor -less vector, flux vector, V/Hz, and adjustable voltage control
modes selectable through programming.
n. The drive shall be supplied with a Start-up and Auto -tune mode.
o. The V/Hz mode shall be programmable for fan curve or full custom patterns.
a. Capable of open loop V/Hz.
3. Current Limit
a. Programmable current limit from 20 to 160% of rated output current.
b. Current limit shall be active for all drive states: accelerating, constant speed and
decelerating.
c. The drive shall employ PI regulation with an adjustable gain for smooth transition in
and out of current limit.
4. Acceleration / Deceleration
a. Accel/Decel settings shall provide separate adjustments to allow either setting to be
adjusted from 0 to 3600 seconds.
b. A second set of remotely selectable accel/decel settings shall be accessible through
digital inputs.
5. Speed Profiles
a. Programming capability shall allow the user to produce speed profiles with linear
acceleration/deceleration or "S Curve" profiles that provide changing accel/decel
rates.
b. S Curve profiles shall be adjustable.
6. Adjustments
a. A digital interface can be used for all set-up, operation and adjustment settings.
b. All adjustments shall be stored in nonvolatile memory (EEPROM).
c. No potentiometer adjustments shall be required.
d. EEPROM memory for factory default values shall be provided.
e. Software must be available for trending and diagnostics, as well as online and offline
programming functionality.
7. Process PID Control
a. The drive shall incorporate an internal process PI regulator with proportional and
integral gain adjustments as well as error inversion and output clamping functions.
Melcher Street Pump Station 262923 - 3 Variable -Frequency Motor
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b. The feedback shall be configurable for normal or square root functions. If the
feedback indicates that the process is moving away from the set -point, the regulator
shall adjust the drive output until the feedback equals the reference.
c. Process control shall be capable of being enabled or disabled with a hardwire input.
Transitioning in and out of process control shall be capable of being tuned for faster
response by preloading the integrator.
d. Protection shall be provided for a loss of feedback or reference signal.
8. Skip Frequencies
a. Three adjustable set points that lock out continuous operation at frequencies which
may produce mechanical resonance shall be provided.
b. The set points shall have a bandwidth adjustable from Maximum Reverse Speed to
Maximum Forward Speed.
9. Fault Reset / Run
a. When the drive is running or idle it shall provide up to nine automatic fault reset and
restarts following a fault condition before locking out and requiring manual restart.
b. The automatic mode shall not be applicable to shorted output faults and other internal
microprocessor faults.
c. The time between restarts shall be adjustable from 0.5 seconds to 30 seconds.
10. Run on Power Up
a. A user programmable restart function shall be provided to allow restart of the
equipment after restoration of power after long duration power outages. Restart time
dependent on presence of incoming signal.
11. Fault Memory
a. The last 32 fault codes shall be stored and time stamped in a fault buffer.
b. Information about the drive's condition at the time of the last fault such as operating
frequency, output current, do bus voltage and twenty-seven other status conditions
shall be stored.
c. A power -up marker shall be provided at each power -up time to aid in analyzing fault
data.
d. The last 32 alarm codes shall be stored and time stamped for additional
troubleshooting reference.
12. Overload Protection
a. The drive shall provide internal class 10 adjustable overload protection.
b. Overload protection shall be speed -sensitive and adjustable.
c. A viewable parameter shall store the overload usage.
13. Auto Economizer
a. An auto economizer feature shall be available to automatically reduce the output
voltage when the drive is operating in an idle mode (drive output current less than
programmed motor FLA). The voltage shall be reduced to minimize flux current in a
lightly loaded motor thus reducing kW usage.
b. When the load increases, the drive shall automatically return to normal operation.
14. Terminal Blocks
a. Separate terminal blocks shall be provided for control and power wiring.
b. 1/0 terminal blocks shall be removable with wiring in place.
15. Flying Start
a. The drive shall be capable of determining the speed and direction of a spinning motor
and adjust its output to "pick-up" the motor at the rotating speed. This feature is
disabled by default.
16. Inputs and Outputs
a. The Input / Output option modules shall consist of both analog and digital 1/0.
b. No jumpers or switches shall be required to configure digital inputs and outputs.
c. All digital input and output functions shall be fully programmable.
d. The control terminal blocks shall be rated for 115V AC.
e. Inputs shall be optically isolated from the drive control logic.
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f. The control interface card shall provide input terminals for access to fixed drive
functions that include start, stop, external fault, speed, and enable.
g. The VFD shall be capable of supporting up to 7 analog inputs, 7 analog outputs, 21
digital inputs, 7 relay outputs, 7 transistor outputs, and 3 positive temperature
coefficient (PTC) inputs.
h. The Input / Output option modules shall have the following features:
1) Analog Inputs:
(a) Quantity two (2) differentially isolated, ±10V (bi-polar), 88k ohm input
impedance, 11 bit plus sign.
(b) Analog inputs shall be user programmable for a variety of uses including
frequency command and process loop input. Analog inputs shall be user
programmable for function scaling (including invert), offset, signal loss
detect and square root.
2) Analog Outputs:
(a) Quantity two (2) ±10V (bi-polar) / 11 bit & sign, 2 kf2 minimum load, 4-20
mA, 11 bit plus sign, 400 Q maximum load.
(b) The analog output shall be user programmable to be proportional to one of
fourteen process parameters including output frequency, output current,
encoder feedback, output power.
(c) Programming shall be available to select either absolute or signed values of
these parameters.
3) Digital Inputs:
(a) Quantity of six (6) digital inputs rated 24V DC/115V AC.
(b) All inputs shall be individually programmable for multiple functions
including: Start, Run, Stop, Auxiliary Fault, Speed Select, Jog and Process
PI functions.
4) Digital Outputs:
(a) At least one (1) relay output (N.O. or N.C.).
(b) For 240V AC or 24V DC, N.O. contact output ratings shall be 2 amp max.,
general purpose (inductive)/resistive. N.C. contact output ratings shall be 2
amp max., resistive only.
(c) Relays shall be programmable to multiple conditions including: Fault,
Alarm, At Speed, Drive Ready and PI Excess Error.
(d) Timers shall be available for each output to control the amount of time, after
the occurring event, that the output relay actually changes state.
(e) At least one (1) transistor output.
(f) For 24V DC, transistor output rating shall be 1 amp max, Resistive.
17. Reference Signals
a. The drive shall be capable of using the following input reference signals:
1) Analog inputs
2) Preset speeds
3) Remote potentiometer
4) Digital MOP
5) Human Interface Module
6) Communication modules
18. Loss of Reference
a. The drive shall be capable of sensing reference loss conditions.
b. In the event of loss of the reference signal, the drive shall be user programmable to
the following:
1) Fault the drive and coast to stop.
2) Issue a minor fault - allows the drive to continue running while some types of
faults are present.
3) Alarm and maintain last reference.
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c. When using a communications network to control the drive, the communications
adapter shall have these configurable responses to network disruptions and controller
idle (fault or program) conditions:
1) Fault
2) Stop
3) Zero Data
4) Hold Last State
5) Send Fault Configuration
19. Metering
a. At a minimum, the following parameters shall be accessible through the Human
Interface Module, if installed:
1) Output Current in Amps
2) Output Voltage in Volts
3) Output Power in kW
4) Elapsed MWh
5) DC Bus Voltage
6) Frequency
7) Heatsink Temperature
8) Last eight (32) faults
9) Elapsed Run Time
10) IGBT Temperature
20. Faults
a. At a minimum, the following faults shall be accessible through the Human Interface
Module:
1) Power Loss
2) Undervoltage
3) Overvoltage
4) Motor Overload
5) Heat Sink Over -temperature
6) Maximum Retries
7) Phase -to -phase and Phase to Ground Faults
21. Predictive Diagnostics
a. At a minimum, the following predictive diagnostic features shall be provided:
1) Relay Output Life Cycles based on load type and amps.
2) Hours of Fan Life based on load and ambient temperature.
3) Motor Bearing life based on expected hours of use.
4) Motor Lubrication schedule based on hours of use.
5) Machine Bearing life based on expected hours of use.
22. Real-time Clock
a. Shall be capable of providing time stamped events.
b. Shall have the ability to be set locally or via a remote controller.
c. Shall provide the ability to be programmable for month, day, year and local time
zones in HH:MM:SS.
5.03 VFD PACKAGED SYSTEM
B. Features
1. Ratings
a. Voltage
1) Capable of accepting nominal plant power of 480 VAC, 60 Hz.
2) The supply input voltage tolerance shall be ± 10% of nominal line voltage.
b. Displacement Power Factor
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1) Six -pulse VFD shall be capable of maintaining a minimum true power factor
(Displacement P.F. X Distortion P.F.) of 0.95 or better at rated load and nominal
line voltage, over the entire speed range.
c. Efficiency
1) A minimum of 96.5% (+/- 1 %) at 100% speed and 100% motor load at nominal
line voltage.
2) Control power supplies, control circuits, and cooling fans shall be included in all
loss calculations.
d. Operating ambient temperature range without derating: 0 °C to 40 °C (32 °F to 104
°F)
e. Operating relative humidity range shall be 5% to 95% non -condensing.
f. Operating elevation shall be up to 1000 Meters (3,300 ft) without derating.
2. Sizing
a. Systems rated at Normal Duty loads shall provide 110% overload capability for up to
one minute and 150% for up to 3 seconds.
b. Systems rated at Heavy -Duty loads shall provide 150% overload capability for up to
one minute and 180% for up to 3 seconds.
3. Auto Reset/Run
a. For faults other than those caused by a loss of power or any other non -critical fault,
the drive system shall provide a means to automatically clear the fault and resume
operation.
4. Ride -Through
a. The VFD system shall attempt to ride through power dips up to 20% of nominal. The
duration of ride -through shall be inversely proportional to load. For outages greater
than 20%, the drive shall stop the motor and issue a power loss alarm signal to a
process controller, which may be forwarded to an external alarm signaling device.
5. Run on Power Up
a. The VFD system shall provide circuitry to allow for remote restart of equipment after a
power outage. Unless indicated in the contact drawings, faults due to power outages
shall be remotely resettable. The VFD system shall indicate a loss of power to a
process controller, which may be forwarded to an external alarm signaling device.
Upon indication of power restoration the process controller will attempt to clear any
faults and issue a run command, if desired.
6. Communications
a. VFD shall be capable of communicating on multiple networks.
b. VFD shall be capable of supporting the following network options:
1) DeviceNet°
2) EtherNet/IPTM
3) ControlNet° Coax
4) ControlNet Fiber
5) Interbus
6) CANopen
7) Modbus/TCP
8) Modbus RTU
9) PROFIBUS DP
10) RS-485 DF1
11) RS-485 HVAC
12) Remote 1/0
13) Profinet 1/0
14) BACnet/IP
7. Enclosure Door Mounted Human Interface Module (HIM)
a. VFD shall provide a HIM with integral LCD display, operating keys and programming
keys.
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b. VFD-mounted HIM, rated NEMA/UL Type 1, capable of connecting via a separate
cable for use as a handheld terminal.
The HIM shall have the following features:
1) A three (3) line by twenty-one (21) character backlit LCD display with graphics
capability.
2) Shall indicate drive operating conditions, adjustments and fault indications.
3) Shall be configured to display in the following three distinct zones:
(a) The top zone shall display the status of direction, drive condition, fault /
alarm conditions and Auto / Manual mode.
(b) The middle zone shall display drive output frequency.
(c) The bottom zone shall be configurable as a display for either programming
menus / information or as a two-line user display for two additional values
utilizing scaled units.
4) Shall provide digital speed control.
5) The keypad shall include programming keys, drive operating keys (Start, Stop,
Direction, Jog and Speed Control), and numeric keys for direct entry.
C. Enclosure
1. Shall be rated NEMA/UL Type 12.
2. Shall be painted per the manufacturer's standard.
3. Shall provide entry and exit locations for power cables.
4. Drive shall contain a label indicating certification to UL in accordance with UL508C
compliance
5. The drive system nameplate shall be marked with system Short Circuit Current Rating
(SCCR).
D. Drive Enclosure Input Disconnect
1. Operator Handles
a. Provide externally operated main disconnect handle.
b. Handles shall be lockable with up to three lockout / tagout padlock positions.
E. Branch Circuit Protection
1. Input fusing, motor circuit protector (MCP), or inverse time circuit breaker shall be
provided.
F. Control Power Transformer
1. Provide a control power transformer mounted and wired inside of the drive system
enclosure.
2. The transformer shall be rated for the VFD power requirements.
G. Harmonic Mitigation Techniques
1. Drive Input Line Reactor
a. Provide a drive input line reactor mounted within the drive system enclosure for
drives that are less than 100 horsepower.
H. Auxiliary Relays
1. Provide relays for Drive Alarm, Drive Fault, Drive Run, and System Status Faults (as
required).
2. The relays shall be 2 N.O. & 2 N.C.. The relay contacts shall be rated for 115V AC/30V
DC, 5.0 amp resistive, 2.5 amp inductive.
I. Control Interface
1. The control terminals shall be rated for 115V AC.
2. The control interface shall provide input terminals for access to VFD functions that include
start, stop, external fault, speed select, and enable, as required.
J. Hand/Off/Auto Selector Switch
1. Provide a "Hand/Off/Auto" selector switch, mounted on the enclosure door.
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2. The "Hand/Off/Auto" selector switch shall start the drive in the "Hand" mode and stop the
drive in the "Off' mode.
3. In the "Auto" mode the drive shall be started and stopped from a remote "RUN" contact.
4. In all modes, Auxiliary and Enable inputs to the drive control interface board must be
present before the drive will start.
5. When a HIM is present, the stop function shall always be available to stop the drive
regardless of the selected mode ("Hand" or "Auto"). The HIM will be non-functional (except
for the display and programming) when the switch is in "Off' mode. The HIM shall stop the
drive if the switch is in the "Auto" mode with the remote start contact initiated.
6. The drive speed reference shall be controlled from the HIM, unless a separate door -
mounted potentiometer is provided, when in "Hand" mode (factory default setting).
7. The drive speed reference shall be controlled by a remote 4...20 mA input when in "Auto"
mode.
K. Drive Disable Mushroom Push Button
1. Provide a maintained mushroom style push button, mounted on the enclosure door that
when pushed, will open the drive enable input.
L. Pilot Lights
1. Provide LED pilot lights, mounted on the enclosure door, for indication of the following
status:
a. Run
b. Drive Fault
c. Control Power On
d. Motor Fault
M. Motor Runtime Meter
1. Provide a digital, non-resettable, door -mounted elapsed time meter.
1. The meter shall be electrically interlocked with the Drive Run relay and Bypass contactor
to indicate actual motor operating hours.
PART 3 EXECUTION
3.05 EXAMINATION
A. Verify that field measurements are as indicated.
B. Verify that ratings of controllers are consistent with indicated requirements.
C. Verify that mounting surfaces are ready to accept controllers.
D. Verify that conditions are satisfactory for installation prior to starting work.
6.01 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Do not exceed manufacturer's recommended maximum cable length between controller and
motor.
C. Arrange equipment to provide minimum clearances in accordance with manufacturer's
instructions and NFPA 70.
D. Provide required support and attachment.
E. Install controllers plumb and level.
F. Provide grounding and bonding in accordance with Section 260526.
G. Install field -installed devices, components, and accessories.
H. Where accessories are not self -powered, provide control power source as indicated or as
required to complete installation.
I. Set field -adjustable settings of controllers and associated components according to installed
motor requirements, in accordance with recommendations of manufacturers of controller and
load.
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6.02 FIELD QUALITY CONTROL
A. Inspect and test in accordance with manufacturer's instructions.
B. Perform inspections and tests according to manufacturer's instructions.
C. Correct deficiencies and replace damaged or defective controllers or associated components.
3.06 START -UP -SERVICE
A. At a minimum, the start-up service shall include:
1. Perform pre -Power Check
2. Megger Motor Resistances: Phase -to -Phase and Phase -to -Ground
3. Verify system grounding per manufacturer's specifications
4. Verify power and signal grounds
5. Check connections
6. Check environment
B. Drive Power -up and Commissioning:
1. Measure Incoming Power Phase -to -Phase and Phase -to -Ground
2. Measure DC Bus Voltage
3. Measure AC Current Unloaded and Loaded
4. Measure Output Voltage Phase -to -Phase and Phase -to -Ground
5. Verify input reference signal
C. All measurements shall be recorded.
D. Drive shall be tuned for system operation.
E. Drive parameter listing shall be provided.
6.03 ADJUSTING
A. Adjust tightness of mechanical and electrical connections to manufacturer's recommended
torque settings.
6.04 TRAINING
F. Manufacturer to provide a quantity of two 4-hour sessions of on -site instruction.
G. The instruction shall include the operational and maintenance requirements of the variable
frequency drive.
H. The basis of the training shall be the variable frequency drive, the engineered drawings and the
user manual. At a minimum, the training shall:
1. Review the engineered drawings identifying the components shown on the drawings.
2. Review starting / stopping and speed control options for the controller.
3. Review operation of the Human Interface Module for programming and monitoring of the
variable frequency drive.
4. Review the maintenance requirements of the variable frequency drive.
5. Review safety concerns with operating the variable frequency drive.
END OF SECTION
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SECTION 263213
ENGINE GENERATORS
(FOR OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT SEE APPENDIX A OF
THIS SECTION)
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions and Division 01
Specification Sections, apply to this Section.
1.02 SUMMARY
A. This Section includes packaged engine -generator sets suitable for use in applications with the
features as specified and indicated where the engine generators will be used as the standby
power source for the system.
1.03 DEFINITIONS
A. Operational Bandwidth: The total variation from the lowest to highest value of a parameter over
the range of conditions indicated, expressed as a percentage of the nominal value of the
parameter.
B. Emergency Standby Power (ESP): Per ISO 8528: The maximum power available during a
variable electrical power sequence, under the stated operating conditions, for which a
generating set is capable of delivering in the event of a utility power outage or under test
conditions for up to 200 h of operation per year with the maintenance intervals and procedures
being carried out as prescribed by the manufacturers. The permissible average power output
(Ppp) over 24 h of operation shall not exceed 70 % of the ESP unless otherwise agreed by the
RIC engine manufacturer.
C. Prime Power (PRP): Per ISO 8528: The maximum power which a generating set is capable of
delivering continuously whilst supplying a variable electrical load when operated for an
unlimited number of hours per year under the agreed operating conditions with the
maintenance intervals and procedures being carried out as a prescribed by the manufacturer.
The permissible average power output (PPP) over 24 h of operation shall not exceed 70% of
the PRP unless otherwise agreed by the RIC engine manufacturer.
1.04 ACTION SUBMITTALS
A. Product Data: For each type of packaged engine generator indicated. Include rated capacities,
operating characteristics, and furnished specialties and accessories. In addition, include the
following:
1. Thermal damage curve for generator.
2. Time -current characteristic curves for generator protective device.
3. Sound test data, based on a free field requirement.
B. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, and location
and size of each field connection.
1. Dimensioned outline plan and elevation drawings of engine -generator set and other
components specified.
2. Wiring Diagrams: Control interconnection, Customer connections.
C. Certifications:
1. Submit statement of compliance which states the proposed product(s) is certified to the
emissions standards required by the location and application of the Project.
1.05 INFORMATIONAL SUBMITTALS
A. Manufacturer Seismic Qualification Certification: Submit certification that day tank, engine -
generator set, and components will withstand seismic forces defined in Division 26 Section
"Vibration and Seismic Controls for Electrical Systems." Include the following:
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1. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate
and describe mounting and anchorage provisions.
2. Detailed description of equipment anchorage devices on which the certification is based
and their installation requirements.
B. Source quality -control test reports.
1. Certified summary of prototype -unit test report. See requirements in section 2.13.A.
Include statement indicating torsional compatibility of components.
2. Certified Test Report: Provide certified test report documenting factory test per the
requirements of this specification, as well as certified factory test of generator set sensors
per NFPA110 level 1.
3. List of factory tests to be performed on units to be shipped for this Project.
4. Report of exhaust emissions and compliance statement certifying compliance with
applicable regulations.
C. Warranty:
1. Submit manufacturer's warranty statement to be provided for this Project.
1.06 QUALITY ASSURANCE
A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved
for installation of units required for this Project.
B. Manufacturer Qualifications: A qualified manufacturer. Maintain, within 200 miles of Project
site, a service center capable of providing training, parts, and emergency maintenance repairs.
C. Source Limitations: Obtain packaged generator sets and auxiliary components through one
source from a single manufacturer.
D. Comply with NFPA 37 (Standard For the Installation and Use of Stationary Combustion
Engines and Gas Turbines).
E. Comply with NFPA 70 (National Electrical Code. Equipment shall be suitable for use in
systems in compliance to Article 700, 701, and 702).
F. Comply with NFPA 110 (Emergency and Standby Power Systems) requirements for Level 1
emergency power supply system.
G. Comply with UL 2200.
H. Noise Emission: Comply with applicable state and local government requirements.
1.07 PROJECT CONDITIONS
A. Environmental Conditions: Engine -generator system shall withstand the following
environmental conditions without mechanical or electrical damage or degradation of
performance capability:
1. Ambient Temperature: Minus 15 to plus 40 deg C.
2. Relative Humidity: 0 to 95 percent.
3. Altitude: Sea level to 1000 feet (300 m).
1.08 WARRANTY
A. Base Warranty: Manufacturer shall provide base warranty coverage on the material and
workmanship of the generator set for a minimum of twenty-four (24) months for Standby
product and twelve (12) months for Prime/Continuous product from registered commissioning
and start-up.
B. Extended Warranty: Manufacturer shall offer extended coverage of 5 years from date of
registered commissioning and start-up.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Manufacturers: Only approved bidders shall supply equipment provided under this contract.
Equipment by other named suppliers that meets the requirement of this specification are
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acceptable if approved not less than 2 weeks before scheduled bid date. Other suppliers are
not acceptable.
1. Cummins Power Generation
2. Caterpillar
3. Kohler
2.02 ENGINE -GENERATOR SET
A. Factory -assembled and -tested, engine -generator set.
B. Mounting Frame: Maintain alignment of mounted components without depending on concrete
foundation; and have lifting attachments.
1. Rigging Information: Indicate location of each lifting attachment, generator -set center of
gravity, and total package weight in submittal drawings.
C. Capacities and Characteristics:
1. Power Output Ratings: Continuous electrical output power rating of 230 kW for standby/
209 kW for prime operation at 80 percent lagging power factor, 480/277-volt, three phase,
4-wire, 60 hertz.
2. Alternator shall be capable of accepting maximum load in a single step and be capable of
recovering to a minimum of 90% of rated no load voltage. Following the application of the
specified kVA load at near zero power factor applied to the generator set.
3. Nameplates: For each major system component to identify manufacturer's name and
address, and model and serial number of component. The engine -generator nameplate
shall include information of the power output rating of the equipment.
A. Generator -Set Performance:
4. Steady -State Voltage Operational Bandwidth: 0.5 percent of rated output voltage from no
load to full load.
5. Transient Voltage Performance: Not more than 20 percent variation for 50 percent step -
load increase or decrease. Voltage shall recover and remain within the steady-state
operating band within three seconds. On application of a 100% load step the generator
set shall recover to stable voltage within 10 seconds.
6. Steady -State Frequency Operational Bandwidth: 0.25 percent of rated frequency from no
load to full load.
7. Steady -State Frequency Stability: When system is operating at any constant load within
the rated load, there shall be no random speed variations outside the steady-state
operational band and no hunting or surging of speed.
8. Transient Frequency Performance: Less than 5 percent variation for 50 percent step -load
increase or decrease. Frequency shall recover and remain within the steady-state
operating band within five seconds. On application of a 100% load step the generator set
shall recover to stable frequency within 10 seconds.
9. Output Waveform: At full load, harmonic content measured line to line or line to neutral
shall not exceed 5 percent total and 3 percent for any single harmonic. Telephone
influence factor, determined according to NEMA MG 1, shall not exceed 50.
10. Sustained Short -Circuit Current: PMG-excited alternator. For a 3-phase, bolted short
circuit at system output terminals, system shall supply a minimum of 300 percent of rated
full -load current for not less than 10 seconds without damage to generator system
components.
11. Start Time: Comply with NFPA 110, Level 1, Type 10, system requirements. Ambient
Condition Performance: Engine generator shall be designed to allow operation at full rated
load in an ambient temperature under site conditions, based on highest ambient condition.
Ambient temperature shall be as measured at the air inlet to the engine generator for
enclosed units, and at the control of the engine generator for machines installed in
equipment rooms.
12. Noise Output: Engine generator shall be tested by the manufacturer per ANSI S12.34.
Data documenting performance shall be provided with submittal documentation.
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2.03 ENGINE
A. Fuel: ASTM-D975 #2 Ultra Low Sulfur Diesel Fuel
B. Rated Engine Speed: 1800 rpm.
C. Lubrication System: The following items are mounted on engine or skid:
1. Lube oil pump: shall be positive displacement, mechanical, full pressure pump.
2. Filter and Strainer: Provided by the engine manufacturer of record to provide adequate
filtration for the prime mover to be used.
3. Crankcase Drain: Arranged for complete gravity drainage to an easily removable
container with no disassembly and without use of pumps, siphons, special tools, or
appliances.
D. Engine Fuel System: The engine fuel system shall be installed in strict compliance to the
engine manufacturer's instructions.
1. Main Fuel Pump: Mounted on engine. Pump ensures adequate primary fuel flow under
starting and load conditions.
E. Coolant Jacket Heater: Electric -immersion type, factory installed in coolant jacket system.
Comply with NFPA 110 requirements for Level 1 equipment for heater capacity and
performance.
1. Designed for operation on a single 480-volt AC, single phase, 60 hertz power connection.
Heater voltage shall be shown on the project drawings.
2. Provided with a 12VDC thermostat, installed at the engine thermostat housing
F. Governor: Adjustable isochronous, with speed sensing.
G. Cooling System: Closed loop, liquid cooled, with radiator factory mounted on engine -
generator -set mounting frame.
1. The generator set manufacturer shall provide prototype test data for the specific hardware
proposed demonstrating that the machine will operate at rated standby load in an outdoor
ambient condition of 40C.
2. Coolant: Solution of 50 percent ethylene -glycol -based antifreeze and 50 percent water,
with anticorrosion additives as recommended by engine manufacturer.
3. Size of Radiator overflow tank: Adequate to contain expansion of total system coolant
from cold start to 110 percent load condition.
4. Expansion Tank: Constructed of welded steel plate and rated to withstand maximum
closed -loop coolant system pressure for engine used. Equip with gage glass and petcock.
5. Temperature Control: Self-contained, thermostatic -control valve modulates coolant flow
automatically to maintain optimum constant coolant temperature as recommended by
engine manufacturer.
6. Duct Flange: Generator sets installed indoors shall be provided with a flexible radiator
duct adapter flange.
H. Muffler/Silencer: Selected with performance as required to meet sound requirements of the
application, sized as recommended by engine manufacturer and selected with exhaust piping
system to not exceed engine manufacturer's engine backpressure requirements.
I. Air -Intake Filter: Engine -mounted air cleaner with replaceable dry -filter element and restriction
indicator.
Starting System: 12VDC, as recommended by the engine manufacturer; electric, with negative
ground.
1. Components: Sized so they will not be damaged during a full engine -cranking cycle with
ambient temperature at maximum specified in Part 1 "Project Conditions" Article.
2. Cranking Cycle: As required by NFPA 110 for level 1 systems.
3. Battery Cable: Size as recommended by engine manufacturer for cable length as
required. Include required interconnecting conductors and connection accessories.
4. Battery Compartment: Factory fabricated of metal with acid -resistant finish.
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5. Battery -Charging Alternator: Factory mounted on engine with solid-state voltage
regulation. The battery charging alternator shall have sufficient capacity to recharge the
batteries with all parasitic loads connected within 4 hours after a normal engine starting
sequence.
6. Battery Chargers: Unit shall comply with UL 1236 and include the following features:
a. Operation: Equalizing -charging rate of 10 A shall be initiated automatically after
battery has lost charge until an adjustable equalizing voltage is achieved at battery
terminals. Unit shall then be automatically switched to a lower float -charging mode
and shall continue to operate in that mode until battery is discharged again.
b. Automatic Temperature Compensation: Adjust float and equalize voltages for
variations in ambient temperature from minus 40 deg C to plus 60 deg C to prevent
overcharging at high temperatures and undercharging at low temperatures.
c. Automatic Voltage Regulation: Maintain constant output voltage regardless of input
voltage variations up to plus or minus 10 percent.
d. Ammeter and Voltmeter: Flush mounted in door. Meters shall indicate charging
rates.
e. Safety Functions: Sense abnormally low battery voltage and close contacts providing
low battery voltage indication on control and monitoring panel. Sense high battery
voltage and loss of ac input or do output of battery charger. Either condition shall
close contacts that provide a battery -charger malfunction indication at system control
and monitoring panel.
f. Enclosure and Mounting: NEMA 250, Type 1, wall -mounted cabinet.
2.04 FUEL OIL STORAGE
A. Comply with NFPA 30.
B. Sub Base -Mounted Fuel Oil Tank: Provide a double wall secondary containment type
sub -base fuel storage tank. The tank shall be constructed of corrosion resistant steel and shall
be UL 142 listed and labeled. The fuel tank shall include the following features:
1. Capacity: Fuel for 24 hours' continuous operation at 100 percent rated power output.
2. Tank rails and lifting eyes shall be rated for the full dry weight of the tank, genset, and
enclosure.
3. Electrical stub up(s)
4. Normal & emergency vents
5. Lockable fuel fill
6. Mechanical fuel level gauge
7. High and low level switches to indicate fuel level
8. Leak detector switch
9. Sub base tank shall include a welded steel containment basin, sized at a minimum of
110% of the tank capacity to prevent escape of fuel into the environment in the event of a
tank rupture.
10. Fill port with overfill prevention valve
11. 5 gallon fill/spill dam or bucket [Internal or external]
12. Tank design shall meet the regional requirements for the Project location
13. All fuel tank vents must extend a minimum of 10 ft above finished grade to meet fire
codes.
2.05 CONTROL AND MONITORING
A. Engine generator control shall be microprocessor based and provide automatic starting,
monitoring, protection and control functions for the unit
B. Automatic Starting System Sequence of Operation: When mode -selector switch on the control
and monitoring panel is in the automatic position, remote -control contacts in one or more
separate automatic transfer switches initiate starting and stopping of generator set. When
mode -selector switch is switched to the on position, generator set starts. The off position of
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same switch initiates generator -set shutdown. (Switches with different configurations but equal
functions are acceptable.) When generator set is running, specified system or equipment
failures or derangements automatically shut down generator set and initiate alarms. Operation
of the local (generator set -mounted ) and/or remote emergency -stop switch also shuts down
generator set.
C. Manual Starting System Sequence of Operation: Switching on -off switch on the generator
control panel to the on position starts generator set. The off position of same switch initiates
generator -set shutdown. When generator set is running, specified system or equipment failures
or derangements automatically shut down generator set and initiate alarms. Operation of the
local (generator set -mounted ) and/or remote emergency -stop switch also shuts down
generator set.
D. Configuration: Operating and safety indications, protective devices, system controls, engine
gages and associated equipment shall be grouped in a common control and monitoring panel.
Mounting method shall isolate the control panel from generator -set vibration. AC output power
circuit breakers and other output power equipment shall not be mounted in the control
enclosure.
E. Indicating and Protective Devices and Controls: As required by NFPA 110 for Level 1 system,
and the following:
1. AC voltmeter (3-phase, line to line and line to neutral values).
2. AC ammeter (3-phases).
3. AC frequency meter.
4. AC kVA output (total and for each phase). Display shall indicate power flow direction.
5. Ammeter -voltmeter displays shall simultaneously display conditions for all three phases.
6. Emergency Stop Switch: Switch shall be a red "mushroom head" pushbutton device
complete with lock-out/tag-out provisions. Depressing switch shall cause the generator
set to immediately stop the generator set and prevent it from operating.
7. Fault Reset Switch: Supply a dedicated control switch to reset/clear fault conditions.
8. DC voltmeter (alternator battery charging).
9. Engine -coolant temperature gage.
10. Engine lubricating -oil pressure gage.
11. Running -time meter.
12. Generator -voltage and frequency digital raise/lower switches. Rheostats for these
functions are not acceptable. The control shall adjustment of these parameters in a range
of plus or minus 5% of the voltage and frequency operating set point (not nominal voltage
and frequency values.)
13. AC Protective Equipment: The control system shall include over/under voltage , over
current, short circuit, loss of voltage reference, and over excitation shut down protection.
There shall be an overload warning, and overcurrent warning alarm.
14. Status LED indicating lamps to indicate remote start signal present at the control, existing
alarm condition, not in auto, and generator set running.
15. A graphical display panel with appropriate navigation devices shall be provided to view all
information noted above, as well as all engine status and alarm/shutdown conditions
(including those from an integrated engine emission control system). The display shall
also include integrated provisions for adjustment of the gain and stability settings for the
governing and voltage regulation systems.
16. Panel lighting system to allow viewing and operation of the control when the generator
room or enclosure is not lighted.
17. DC control Power Monitoring: The control system shall continuously monitor DC power
supply to the control, and annunciate low or high voltage conditions. It shall also provide
an alarm indicating imminent failure of the battery bank based on degraded voltage
recover on loading (engine cranking).
18. Minimum output signals (individual, mechanical, relay -based) from the generator to the
Control Panel PLC shall include:
a. Generator Fault
Melcher Street Pump Station
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b. Generator Warning
c. Generator Running
d. Low Fuel
e. Fuel Leak (Basin Rupture).
19. Monitoring signals (individual, mechanical, relay -based) shall also include:
a. ATS in Utility
b. ATS in Emergency
F. Remote Emergency -Stop Switch: Flush; wall mounted, unless otherwise indicated; and
labeled. Push button shall be protected from accidental operation.
2.06 GENERATOR OVERCURRENT AND FAULT PROTECTION
A. Generator Overcurrent Protection: The generator set shall be provided with a UL Listed/CSA
Certified protective device that is coordinated with the alternator provided to prevent damage to
the generator set on any possible overload or overcurrent condition external to the machine.
The protective device shall be listed as a utility grade protective device under UL category
NRGU. The control system shall be subject to UL follow-up service at the manufacturing
location to verify that the protective system is fully operational as manufactured. Protector shall
perform the following functions:
1. Initiates a generator kW overload alarm when generator has operated at an overload
equivalent to 110 percent of full -rated load for 60 seconds. Indication for this alarm is
integrated with other generator -set malfunction alarms.
2. Under single phase or multiple phase fault conditions, or on overload conditions, indicates
an alarm conditions when the current flow is in excess of 110% of rated current for more
than 10 seconds.
3. Under single phase or multiple phase fault conditions, operates to switch off alternator
excitation at the appropriate time to prevent damage to the alternator.
4. The operator panel shall indicate the nature of the fault condition as either a short circuit
or an overload.
5. Senses clearing of a fault by other overcurrent devices and controls recovery of rated
voltage to avoid overshoot greater than 120% of nominal voltage.
6. The protective system provided shall not include an instantaneous trip function.
B. Ground -Fault Indication: Comply with NFPA 70, "Emergency System" signals for ground -fault.
Integrate ground -fault alarm indication with other generator -set alarm indications.
2.07 GENERATOR, EXCITER, AND VOLTAGE REGULATOR
A. Comply with NEMA MG 1.
B. Drive: Generator shaft shall be directly connected to engine shaft. Exciter shall be rotated
integrally with generator rotor.
C. Class H Electrical Insulation shall be used for systems of under 690V.
D. Temperature Rise: 105 C over a 40C environment.
E. Construction shall prevent mechanical, electrical, and thermal damage due to vibration,
overspeed up to 125 percent of rating, and heat during operation at 110 percent of rated
capacity.
F. Permanent Magnet Generator (PMG) shall provide excitation power for optimum motor starting
and short circuit performance on all alternators rated 30kVA and larger.
G. Enclosure: Drip -proof.
H. Voltage Regulator: Separate from exciter, providing performance as specified. The voltage
regulation system shall be microprocessor -controlled, full wave rectified, and provide a pulse -
width modulated signal to the exciter. No exceptions or deviations to these requirements will
be permitted.
I. Windings: Two-thirds pitch stator winding.
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J. Subtransient Reactance: 15 percent maximum, based on the rating of the engine generator
set.
2.08 AUTOMATIC TRANSFER SWITCH
A. Application: utility to genset
B. Amperage rating: 400
C. Voltage rating: up to 600 VAC
D. Phase(s): 3
E. Frequency: 60 Hz
F. 4-pole switched neutral
G. UL type 4 enclosure.
H. Lug capacity: 300, 400 amp
1. Qty 1 wire, 3/0-600 MCM CU-AL
2. Qty 2 wires 3/0-250 MCM CU-AL
I. Lug capacity: 600 amp
1. Qty 2 wires, 250-500 MCM CU
J. Wire bending space conforming to National Electric Code (NFPA 70).
K. UL 1008 certified.
2.09 VIBRATION ISOLATION DEVICES
A. Vibration Isolation: Generators installed on grade shall be provided with elastomeric isolator
pads integral to the generator, unless the engine manufacturer requires use of spring isolation.
1. IBC Compliance: Isolators complying with IBC requirements shall be specified in the
equipment documentation, as well as the installation requirements for the unit.
2.10 FINISHES
A. Indoor Components: Powder -coated and baked over corrosion -resistant pretreatment and
compatible primer. Manufacturer's standard color or as directed on the drawings.
2.11 SOURCE QUALITY CONTROL
A. Prototype Testing: Factory test engine -generator set using same engine model, constructed of
identical or equivalent components and equipped with identical or equivalent accessories.
B. Project -Specific Equipment Tests: Before shipment, factory test engine -generator set
manufactured specifically for this Project. Perform tests at rated load and power factor. Include
the following tests:
1. Test engine generator set manufactured for this Project to demonstrate compatibility and
functionality.
2. Full load run.
3. Maximum power.
4. Voltage regulation.
5. Steady-state governing.
6. Single-step load pickup.
7. Simulated safety shutdowns.
8. Provide 14 days' advance notice of tests and opportunity for observation of tests by
Owner's representative.
9. [Additional testing requirements may be added to this section]
PART 3 EXECUTION
3.01 INSTALLATION
A. Comply with packaged engine -generator manufacturers' written installation, application, and
alignment instructions and with NFPA 110.
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3.02 FIELD QUALITY CONTROL
A. Manufacturer's Field Service: Engage a factory -authorized service representative to inspect
components, assemblies, and equipment installations, including connections, and to assist in
testing.
3.03 DEMONSTRATION
A. Engage a factory -authorized service representative to train Owner's maintenance personnel to
adjust, operate, and maintain packaged engine generators.
3.04 SERVICE AGREEMENT:
A. The supplier shall include in the base price, a one-year service agreement. The maintenance
shall be performed by factory authorized service technicians capable of servicing both the
engine -generator set and the transfer switch (es). This agreement shall include the following:
B. Generator supplier must have an in-house rental fleet with equipment sized to back up this
project site.
C. All engine maintenance as recommended by the service manual.
D. All electrical controls maintenance and calibrations as recommended by the manufacturer.
E. All auxiliary equipment as a part of the emergency systems.
F. The supplier shall guarantee emergency service.
G. All expendable maintenance items are to be included in this agreement.
H. A copy of this agreement and a schedule shall be given to the Owner at the time of his
acceptance, showing what work is to be accomplished and when.
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SECTION 263213 —APPENDIX A
OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT
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Sales and
Service
November 7. 2024
Prepared by
Will Jameson
971-291-2228
Ig883@cummins.com
We are pleased to provide you this quotation based on your inquiry.
Project: Amendment - Melcher Pump Station -
Sourcewell
Quotation: Q-347007-20241107-1454
Item
Uescription
Qty
1
Sourcewell Pricing per Contract # 092222-CUM
2
DSHAD_ Commercial Diesel Generator Set, 230kW Standby 60Hz (No Enclosure)
U_S_ EPA, Stationary Emergency Application
234DSHAD, Diesel Genset, 60Hz, 23OkW
Duty Rating - Standby Power (IESP)
Emission Certification. EPA, Tier 1 NSPS Cl Stationary Emergency
Cert - Seismic, IBC2000, IBC2003, IBC2006, IBCU09. IBC2011
Listing - UL 2260
ExciterlRegulator - Permanent Magnet Generator, 3 Phase Sensor
Voitage - 2771480, 3 Phase, Wye, 4 Wire
Alternator - 6011x, 12 Lead. Limited Range. 125005C
Enclosure - None
Skidbase -Housing Ready
Fuel Tank - Dual Wall Sub Base, 12 Hour Capacity
Switch - Low Fuel Levelr Sub Base
Switch -Annunciator, Liquid In Rupture Basin
PowerCommand 2.3 Controller
Analog Meters -AC Output
Relays-Genset Status, User Configured
Alarm - Audible, Engine Shutdown
$ignals - Auxiliary, 8 Inputs18 Outputs
Control Display Language - English
Circuit Breaker or Entrance Box or Terminal Box - Right And Left
Circuit Breaker - 400A, Left, 3P, 600I69DV, SS RMS. 80 %, ULIIEC
Circuit Breaker - 400A, Rlght, 3P, 6001690V, SS RMS, 60%1 ULIIEC
Bottom Entry, Left
Engine Governor - Electronic. Isochronous
Exhaust Connector - NPT
QUOl dl Or'. 0-347007-20241107-1a54
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Sales and
Project. Amendment - Melcher Pump Station -
Sourcewell
n OA7nn7 gn0A 1 AT 1 ALA
Engine Cooling - Radiator, High Ambicnt Air Tomperalltire, Ship Filed
Shutdown - Low Coolant Level
Extension - Coolant drain
Duct Adaptor -Radiator Outlet
Coolant Heater - 240V. Single Phase
Test Record - Strip Chart
Cummins Certified Test Record
Standby 5 Year 2500 Hour Parts+ La bor+Travel
Packing - Skid, Poly Bag
Battery Rack
Extension - Oil Drain
.1
(Ship Loose) Battery Charger-t OAmp, 120Q081240VAC, 12124V, 501501-11z
1
4
(Ship Loose) PratoAirA059J208
1
(Ship Loose) Muffler, Critical -Side Inlet, End Outlet, 10.0"ASA Flange
1
fi
(Ship Loose) Exhaust Pipe Package -Side Inlet, 4.0"NPT to 5.0"ASA
1
7
(Ship Loose) Remote E-stop
1
$
(Ship Loose) 400A Circuit Breaker with Ground Fault Indication
2
9
(Ship Loose) Fuel System Kit -Spill Fill Box 5.3 Gallon, Padlackable
1
10
(Ship Loose) Valve -Overfill Prevention, 6-18' Down Tube
1
11
OTECC, OTEC Transfer Switch -Electronic Control: 400A
1
OTEC400, Transfer Switch, PowarCommand, 400 Amp
Listing - UL 1006rCSA Certification
IBC Seismic Certification
Application - Utility to Genset
Cabinet -Type 4
Poles -4 (Switched Neutral)
Frequency - 60 Hz
System - 3 Phase, 3 or 4 Wire
Voltage - 480 Volts AC
Genset Starting Battery - 12V DC
PC40 Control
Aux Relay - Emergency Position - 12 Volts DC
Aux Relay - Normal Position -12 Volts DC
Interface - Communications Network. MODBUS RTU Module
Relay - Elevator Signal
Transfer Switch Warranty - 5 Year Comprehensive
quotation_ Q-347007-20241107.1454
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Sales and
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Project Amendment - Melcher Pump Station -
Sourcewell
Quotation: Q-347007-20241107-1454
12
Factory direct delivery, off-loading by others_ No additional storage, handling or rerouting included_
1
13
NFPA11 p Startup, Install Batteries, Training During Startup Visit, 2 Day_
1
14
BATTERY GROUP 34: C34-HC
2
15
1-Year Preventive Maintenance Agreement
1
Quote value does not include any tax,
EXCEPTIONS AND CLARIFICATIONS:
E-501 Per Customer MTS & Portable Gen Connection Box provided by Contractor
M-201 Exhaust piping and hangers provided and installed by others.
2.04 Exception fuel tank vents provided and installed by others
2.04 Per customer request provide 1914 gallon tank
2.09 Generator is seismically factory certified oath integral vibration isolators, external isolators or pads are not needed or provided.
COVID 19 SUPPLEMENTAL STATEMENT
ASA RESULT OF THE OUTBREAK OF THE DISEASE COVID-19 ARISING FROM THE NOVEL CORONAVIRUS, TEMPORARY
DELAYS IN DELIVERY, LABOUR OR SERVICES FROM CUMMINS AND ITS SUB -SUPPLIERS OR SUBCONTRACTORS MAY
OCCUR. AMONG OTHER FACTORS, CUMMINS' DELIVERY OBLIG.ATIONSARE SUBJECT TO CORRECT AND PUNCTUAL
SUPPLY FROM OUR SUB -SUPPLIERS OR SUBCONTRACTORS, AND CUMMINS RESERVES THE RIGHT TO MAKE PARTIAL
DELIVERIES OR MODIFY ITS LABOUR OR SERVICE. WHILE CUMMINS SHALL MAKE EVERY COMMERCIALLY REASONABLE
EFFORT TO MEETTHE DELIVERY, SERVICE OR COMPLETION OBLIGATIONS SET FORTH HEREIN, SUCH OATES ARE
SUBJECT TO CHANGE.
INTERNATIONAL BUILDING CODE (IBC) CERTIFICATION
The products in this quotalion identified as meeting the requirements of the 2009 IBC have been certified by ifieir respective
manufactures via a combination of analytical testing and shaker table tesbng. Not all produces have been shaker table tested.
OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT (OSHPD)
OSHPD seismic requirements are continuing to evolve. Please contact Cummins for the most current requirements for meeting
❑SHP❑ applications.
SELECTIVE COORDINATION FOR NATIONAL ELECTRIC CODE (NEC) ARTICLE 700 AND 701 LOADS
Cummins generators are equipped with the manufacturer's recommended circuit breaker. Information regarding this device can be
supplied upon request. This qunf8ton is not valid if any changes to this Circuit breakers) is required to Coordinate with other devices in
the electrical distribution system. If changes are required, the cuslomer must provide a copy of the coordination study Iisling the
manufacturers part number of the disconnect devica to he supplied with the ganaralor and a revised quotation will he issued.
TRANSFER SWITCH WITHSTAND AND CLOSE RATINGS
Transfer switch(es), if included in this quotation, require a withstand and closing rating (WCR) capable of meeting the available
upstream fault current (kAIC). The WCR may be based on a specific breaker rating or a time -based rating, and it is the responsibility of
a qualified facility designer orengirrger to verify compatibility- In the event that the proposed transfer switch (Bs) are npt Compatible, the
transfer switches) will need to be r"uoted to ensure compatibility. AfulI listing of the WCR can be provided upon request and will be
included as part of the submittal package.
CUMMINS STANDARD EXCLUSIONS
Exhaust System
All off -engine piping, hangers, flanges, gaskets, bolls, insulation, other materials and labor to install.
Fuel System
All fuel piping and materials not limited to; supply, return, venting, valves, coolers, filters, pumps, fittings, primary fuel regulator, storage
tank & senders, external to genset package. All fuel for testing and initial fill. Fuel tank vent extensions and flame arrestors unless
specifically listed in the Bill of Materials.
Cooling System
Intake louvers, exhaust louvers, air dampers, sheet metal ducting_ flex adapters, sound
Quotation: Q-347007-20241107.1454
Page 3 of 11
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Sales and
Service
Project: Amendment - Melc her Pump Station -
Sourcewell
Quotation: 0-347007-20241107-1454
attenuatorslbaffles. All off engine piping, flexible connections, labor and coolant for remote cooling systems.
Electrical
All off -engine wiring, field terminations of wiringr and lugs other than those detailed in our submittal. Mounting
Mounting bolts and anchors. Vibration isolators (if induded) may be shipped loose for installation at the jobsite by others. Seismic
engineering calculations.
Electrical Testing
Not limited to International Electrical Testing Association (META), infrared scanning, harmonic content or other independent agency
testing of switchgear, switchboards, protective relays, circuit breaker, electrical coordination studies, arc flash studies and reactive load
site testing.
Environmental Testing
Environmenial Protection Agency (EPA), local air quality district or other Authority Having Jurisdiction
(AHJ), including acoustical.
Programming
All protective relay settings, breaker settings. PLC programming or other user configurable device programming.
Documentation
Electronic submittals and operation and maintenance manuals will be provided. Printed copies are available upon request, additional
charges may apply,
Miscellaneous
Site specific labeling. Exhaust backpressure, airflow restriction or vibration analysis
Design
Cummins is not responsible for system design or engineering and does not guarantee system performance standards. Cummins will
supply documentation and reasonable assistance to others responsible for system engineering, design and performance_
Taxes and Permit
Any applicable sales tax, permits, fees, licenses.
Bonds
Any did bend, payment or performance bond or other type of bend.
All items listed above are excluded and will only be supplied by Cummins if agreed upon, in writing, by a sales representative
for Cummins -
NOTES:
Electrical drawing E-501 (Dated 20612024) & spec section: 263213 reviewed for this proposal. All other specifications and drawings are
excluded -
Submittals;
Typical submittal lead time is 3 - 4 weeks after receipt of purchase order.
Equipment:
Current lead -lime is 32 -33 weeks on the gen & about 12 weeks on ATS after submittal approval and release for production.
Please feel free to contact me if you require any additional information; or if you have any further questions or concerns that I may be of
assistance with_
Thank you for choosing Cummins.
Submitted by:
Zach Schulte, Senior Sales Account Manager — Power Generation
hm2720cummins.com
(206} 794-91101
SUBMITTALS. An order for the equipment covered by this quotation will be accepted on a hold for release basis. Your order will not be
released and scheduled for production until written approval to proceed is received in our office. Such submittal approval shall
constitute acceptance of the terms and conditions of this quotation unless the parties otherwise agree in writing.
THERE ARE ADDITIONAL CONTRACT TERMS AND CONDITIONS ATTACHED TO THIS QUOTATION, INCLUDING LIMITATIONS
OF WARRANTIES AND LIABILITIES, WHICH ARE EXPRESSLY INCORPORATED HEREIN. BY ACCEPTING THIS QUOTATION,
CUSTOMER ACKNOWLEDGES THAT THE CONTRACT TERMS AND CONDITIONS HAVE BEEN READ, FULLY UNDERSTOOD
ANDACCEPTED.
Quolatiom Q-347007-20241107-1454
Melcher Street Pump Station
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Engine Generators
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Sales and
Service
Authorized Signature
Company Name
Printed Name & Tide
Purchase Order No
Project: Amendment - Melcher Pump Station -
Sourcewell
Quotation: Q-347007-20241107-1454
<Rest of the page is intentionally left blank>
Oalp
Quotation: Q-347007-20241107.1454
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Project- Amendment - Melcher Pump Station -
Sales and Saurnewell
Service quotation: Q-347007-20241107-1454
TERMS AND CONDITIONS FOR SALE OF POWER GENERATION EQUIPMENT
These Terms and Conditions for Sale or power Generation Equipment, together with the quote ("Quote% sales order ("Sales Order'),
and/or credit application ("Credit Application") on the front side or attached hereto, are hereinafter collectively referred to as this
Agreement" and shall constitute the entire agreement between the customer identified in the Quote ("Customer") and Cummins Inc.
('Cummins') and supersede any previous representation, statements, agreements or understanding (oral or written) between the
parties with respect to the subject matter of this Agreement. Customer shall be deemed to have made an unqualified acceptance of
these Terms and Conditions and it shall become a binding agreement between the parties on the earliest of the following to occur: (i)
Cummins' receipt of Customer's purchase order or purchase order number; (ii) Customer's signing or acknowledgment of this
Agreement; (I if) Cummins' release of equipment to production pursuant to Customer's oral or written instruction or direction; (iv)
Customer's payment of any amounts due to Cummins; or (v) any other event constituting acceptance under applicable law. No prior
inconsistent course of dea I ing,course of performance, or usage or trade, irany, censtitutes awaiver of, or serves to explain or interpret,
the Terms and Conditions set forth in this Agreement. Electronic transactions between Customer and Cummins will be solely governed
by the Terms and Conditions of this Agreement, and any terms and conditinns on Customer's webxite nr other intemet site will be null
and void and of no legal effect on Cummins_ In the event Customer delivers, references, incorporates by reference, or produces any
purchase order or document, specifications, agreement (whether upstream or otherwise), or any other terms and conditions related
thereto, then such specifications, terms, document, or other agreement: (i) shall be null and void and of no legal effect on Cummins,
and (i1) this Agreement shall remain the governing terms of the transaction.
1. SCCIPE. Cummins shall supply power generation equipment and any related parts, materials and/or services expressly identified in
this Agreement (collectively, "Equipment"). No additional services, parts or materia]s are included in this Agreement unless mutually
agreed upon by the panies in writing. A Sales Order for Equipment 1s accepted on a hold for release basis. The Sales Order will not be
released and scheduled for production until written approval to proceed is rewivcd fmm Customer. A Quote is limited to the plans and
specifications section specifically referenoLd in the Quote, No other sections shall apply. Additional requirements for sdministt-ative
items may require additional costs.The Quote does not include off unitwiring,off unit plumbing, offloading, rigging, installation,
exhaust insulation or fuel, unless otherwise stated and mutually agreed to in writing by the parties. Unless otherwise agreed by
Cummins in writing, this Quote is valid fora maximum period of thirty (30) days from the date appearingon the first pageof this
Quote ('Quote Validation Period"). At the end of the Quote validation Period, this Quote will automatically expire unless accepted by
Customer prior to the end of the Quote Validation Period. The foregoing notwithstanding, in no event shall this Quote Validation
Period be deemed or otherwise considered to be a firm offer period nor to establish an option contract, and Cummins hereby reserves
its right to revoke or amend this Quote at any time prior to Customer's Occeptance-
2. SHIPPING; DELIVERY; DELAYS. Unless otherwise agreed in writing by the parties, Equipment shall be delivered FOG origin,
freight prepaid to first destination. For consumer and mobile products, Freight will be charged to Customer. Unless otherwise agreed to
in writing by the parties, packaging method, shipping documents and manner, route and carrier and delivery shall be as Cummins
deems appropriate. Cummins may deliver in installments_A reasonable storage fee,as determined in Cummins'sole discretion, maybe
assessed if delivery of the Egripment is delayed, deferred, or refused by Customer. In the event Customer falls to take any or all
shipments of Equipment ordered hereunder within thirty (30) days of the agreed upon delivery date, Cummins shall have the right, in
its sole discretion to either (i) charge a minimum storage fee in the amount of one and one-half percent (/.SSG) per month of the total
quoted amount; or (ii) consider the Equipment abandoned and, subject to local laws, may (a) make the Equipment available for auction
or sale to other customers or the public, a (b) otherwise use, destroy, or recycle the Equipment at Customer's sole cost and expense.
The Foregoing remedies shall be without prejudice tc Cummins' right to pursue other remedies available under the law, including
without limitation, recovery of costs and/or losses incurred due to the storage, auction, sale, destruction, recycling, or otherwise of the
Equipment Offloading, handling, and placement of Equipment and crane services are the responsibility of Customer and not included
un]ess otherwise stated. All shipments are made within normal business hours, Monday through Friday. Any delivery, shipping,
installation, or performance dates indicated in this Agreement are estimated and not guaranteed. Further, delivery time is subject to
confirmation at time of order and will be in effect after engineering drawings have been approved for production. Cummins shall use
commercially reasonable efforts to meet estimated dates, but shall not be liable to customer or any third party for any delay in
delivery, shipping, i nstal lat ion, or performance, however occasioned, including any delays in performance that result directly or
indirectly from acts of Customer ar any unforeseen event, circumstance, ar condition beyond Cummins' reasonable control including,
but not limited to, acts of God, actions by any governmvnt authority, civil strife, fires, floods, windstorms, expl4sivns, riots, natural
disasters, embatgos, wars, strikes or other labor disturbances, civil commotion, termrisrn, sabotage, late delivery by Cummins'
suppliers, fuel or other energy shortages, or an inability to obtain necessary labor, materials, supplies, equipment or manufacturing
facilities. AS RESULT OF COVID-14 RELATED EFFECTS OR INDUSTRY SUPPLY CHAIN DISRUPTIONS, TEMPORARY DELAYS IN
DELIVERY, L4R04R OR SERVICES FROM CUMMfNSAND ITS SUB -SUPPLIERS OR SUBCQNTRAC7i7R5 MAY OCCUR- AMONG OTHER
FAC717RS, CUMMINS'DELIVERYOBLIGATIDNSARE SUBJECT TO COP -RE GTAND PUN=AL SUPPLY FROM 0UR SUB SUPPLIERS OR
SUBCONTRACTORS, AND CLWMINS RESERVES THE RIGHT TO MAKE PAMAL DELFVE'RIES OR MODIFY ITS LABOR OR SERVICE.
WHILE CUMMINS SHALL MAKE COMMERCIALLY REASONABLE EFFORTS TO MEET THE DELI VERY, SERVICE OR COMPLETION
Quotation: Q-347007-20241107.1454
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Project: Amendment - Melcher Pump Station -
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Quotation: 0-34700 7-20241107.1454
OBLIGATIONS SET FORTH HEREIN, SUCH DATES ARE SUBIECT TO CHANGE. IN THE EVENT DELIVERY, SHIPPING, INSTALLATION,
OR PERFORMANCE IS DELAYED, HOWEVER OCCASSICINED, DUE TO EVENTS BEYOND CUMMINS'REASOAr BL E CONTROL, THEN
THE DATE OF DELIVERY, SHIPPING, INSTALLATION, OR PERFORMANCE FOR THE EQUIPMENT OR SERVICES SHALL BE EQUITABLY
EXTENDED FOR A PERIOD EQUAL TO THE TIME LOST, PLUS REASONABLE RAMP- UP
3. PAYMENT TERMS; CREDIT; RETAINAGE. Unless otherwise agreed to by the parties in writing and subject to credit approval by
Cummins, payments are due thirty (30) days from the date of the invoice. If Customer does not have approved credit with Cummins, as
solely determined by Cummins, payments are due in advance or at the time of supply of the Equipment. If payment is not received
when due, in addition to any rights Cummins may have at law, Cummins may charge Customer eighteen percent (18`K) interest
annually on late payments, or the maximum amount allowed by law. Customer agrees to pay Cummins' costs and expenses (including
reasonable attorneys' fees) related to Cummins' enforcement and collection of unpaid invoices, or any other enforcement of this
Agreement by Cummins, Retainag@ is not acceptable nor binding, unless required by statute or accepted and confirmed in writing by
Cummins prior to shipment. If Customer fails to make any payments to Cummins when due and payable, and such failure continues
for more than sixty (60) days from the date of the invoice, or less if required by applicable law, then Cummins may, at Cummins' sole
discretion and wilhnul prejudice to any other rights or remedies, either (i) terminate this Agreement; or (i i) postpone delivery of any
undelivered Equipment in Cummins' possession and/or suspend its services until payment for unpaid invoices is received.
4. TAXES; EXEMPTIONS. Unless otherwise stated, the Quote excludes all applicable local, state and federal sales and/or use taxes,
permits and licensing. Customer must provide a valid resale or exemption certificate prior to shipment of Equipment or applicab] e
taxes will be added to the invoice.
5. TITLE; RISK OF LOSS. Unless otherwise agreed in writing by the parties, title and risk of loss for the Equipment shall pass to
Customer upon delivery of the Equipment by Cummins to freight carrier or to Customer at pickup at Cummins' facility.
6. INSPECTION AND ACCEPTANCE. Customer shall inspect the Equipment upon delivery, before offloading, for damage, defects, and
shortage. Any and all claims which could have been discovered by such inspection shall be deemed absolutely and unconditionally
waived unless noted by Customer on the hill of lading. Where Equipment is alleged to be non -conforming or defective, written notice
of defect must be given to Cummins within three (3) days from date of delivery after which time Equipment shall be deemed accepted.
Cummins shall have a commercially reasonable period of time in which to correct such non -conformity or defect. If non -conformity or
defect is not eliminated to Customer's reasonable satisfaction, Customer may reject the Equipment (but shall protect the Equipment
until returned to Cummins) or allow Cummins another opportunity to undertake corrective action. In the event startup of the
Equipment is included in the services, acceptance shall be deemed to have occurred upon successful startup.
7. LIEN; SErURMY AGREEMENT. Customer agrees that Cummins retains all statutory lien rights. To secure payment, Customer
grants Cummins a Purchase Money Security Interest in the Equipment. If any portion of the balance is due to he paid following
delivery, Customer agrees to execute and deliver such security agreement, financing statements, deed of trust and such other
documents as Cummins may request from time to time in order to permit Cummins to obtain and maintain a perfected security
interest in the Equipment; or in the alternative. Customer grants Cummins a power of attorney to execute and file all financing
statements and other documents needed to perfect this security interest. Cummins may record this Agreement, bearing Customer's
signature, or copy of this Agreement in lieu of UCC-1, provided that it shall not constitute an admission by Cummins of the
applicability or non -applicability of the UCC nor shall the failure to file this form or a UCC-1 in any way affect, alter, or invalidate any
term, provision, obligation or liability under this Agreement. The security interest shall be superseded if Customer and Cummins enter
into a separate security agreement for the Equipment. Prior to full payment of the balance due, Equipment will be kept at Customer's
location noted in this Agreement, will not be moved without prior notice to Cummins, and is subject to inspection by Cummins at all
reasonable times.
05.01.2R23
8. CANCELLATION; CHARGES. Orders plated with and accepted by Cummins may not be cancelled except with Cummins' prior
written consent. If Customer seeks to cancel all or a portion of an order placed pursuant to this Agreement, and Cummins accepts such
cancellation in whole or in part. Customer shall be assessed cancellation charges as follows: (1) 10% of total order price if cancellation
Is. received in Cummins' office after Cummins has provided submittals and prior to releasing equipment to be manufactured; (d) 25%
of total order price if cancellation is received in Cummins' office after receipt of submittal release to order, receipt of a purchase order
far a generator already on order with the factory, or is asked to make any hardware changes to the equipment already on order with the
factory; (iii) 50% of total nrder price if cancellation is received in Cummins' office sixty (60) or fewer days hefore the scheduled
shipping dale on the order; or (iv) 10G% of total order price ifcancellahDri is received in Cummins' office after the equipment has
shipped from the manufacturing plant,
9. TERMINATION. Cummins may, at any time, terminate this Agreement for convenience upon sixty (60) days' written notice to
Customer. If the Customer defauIts by (i) breaching any term of this Agreement, (h) becoming insolventor declared hankrupt,or (iii)
making an assignment for the benefit of creditors, Cummins may, upon written notice to Customer, immediately terminate this
Agreement. Upon such termination for default, Cummins shall immediately cease any further performance under this Agreement,
without further obligation or liability to Customer, and Customer shall pay Cummins for any Equipment or services supplied under
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this Agreement, in accordance with the payment terms detailed in Section 3. If a notice of termination for default has been issued and
is later determined, for any reason, that the Customer was not in default, the rights and obligations of the parties shall treat the
termination asa termination For convenience.
IMANUALS. Unless otherwi se stated, electronic submittals and electronic operation and maintenance manuals will be provided,
and print copies may be available upon Customer's request at an additional cost,
11. TRAINING; START UP SERVICES; INSTALLATION. Startup services, load bank testing, and owner training are not provided
unless otherwise stated. Site startup will be subject to the account being current and will be performed during regular Cummins
business hours, Monday to Friday. Additional charges may be added for work requested to be done outside standard business hours, on
weekends, or holidays, One visit is allowed unless specified otherwise in the Quote, A minimum of two -week prior notice is required to
schedule site startups and will be subject to prior commitments and equipment and travel availability. Asigned site check sheet
confirming readinesswiII be required, and Cummins personnel may perform an installation audit: prior to the stanupbeing completed.
Any issues identified by the installation audit shall be corrected at the Customer's expense prior to the start-up. Portable load banks
for site test (if offered in the Quote) are equipped with only 100 feet of cable. Additional lengths may W arranged at an extra crest.
Cummins is not responsible for any labor ur materials charged by others associated with start-up and inslallatiun of Equipment,unless
previously agreed upon in writing. Supply of fuel for start-up and/or testing, rill -up of tank after start up, or change of oil is not
included unless specified in the Quote. All insta llation/execut !on work at the site incl ad 1 ng, but not limited to: civil, mechanical,
electrical, supp]y of wall thimbles, exhaust extension pipe, elbows, hangers,expansion jDints, insulation and cladding materials,
fuel/oil/cooling system piping, air ducts, and louvers/dampers is not included unless specified in the Quote. When an enclosure or sub-
base fuel. tank (or both) are supplied, the openings provided for power cable and fuel piping entries, commonly referred to as "stub -
ups", must be sealed at the site by others before commissioning. Al] applications, inspections and/or approvals by authorities are to be
arranged by Customer_
12. MANUFACTURER'S WARRANTY. Equipment purchased hereunder is accompanied by an express written manufacturer's
warranty ('Warranty") and, except as expressly provided in this Agreement, is the only warranty offered on the Equipment. A copy of
the Warranty is available upon request. While this Agreement and the Warranty are intended to be read and applied in conjunction,
where Ihis Agreement and the Warranty conflict, the terms of the Warranty shall prevail.
13. WARRANTY PROCEDURE. Prior to the expiration of the Warranty, Customer must give notice of a warrantable failure to
Cummins and deliver the defective Equipment to a Cummins location or other location authorized and designated by Cummins to
make the repairs during regular business hours. Cummins shall not be Ilab] e for towing charges, maintenance items such as oil filters,
belts, hoses, etc-, communication expenses, meals, lodging, and incidental expenses incurred by Customer or employees of Customer,
'downtime' expenses, overtime expenses, cargo damages and any business costs and losses of revenue resulting from a warrantable
failure.
14. LIMITATIONS ON WARRANTIES.
THE REMEDIES PROVIDED I THE WARRANTY AND THIS AGREEMENT ARE THE SOLE AND EXCLUSIVE WARRANTIES AND
REMEDIES PROVIDED BY CUMMINS TO THE CUSTOMER UNDER T1415 AGREEMENT. EXCEPT AS SET OUT IN THE
WARRANTY AND THIS AGREEMENT, AND TO THE EXTENT PERMITTED BY LAW, CUMMINS EXPRESSLY DISCLAIMS ALL
OTHER REPRESENTATIONS, WARRANTIES, ENDORSEMENTS, AND CONDITIONS OF ANY KIND, EXPRESS OR 1MPI.IFI1,
INCLUDING, WITHOUT LIMITATION, ANY STATUTORY OR COMMON LAW IMPLIM REPRESENTATIONS, WARRANTIES AND
CONDITIONS OF FITNESS FOR A PURPOSE OR MERCHANTABILITY.
The limited warranty does not cover Equipment failures resulting from: (a) inappropriate use relative to designated power rating; (b)
inappropriate use relative to application guidelines; (c) inappropriate use of an EPA -SE application generator set relative to EPA's
standards; (d) normal wearand tear; (e) improperand/orunauthurued installation; (f) negligence, accidents,or misuse; (g) lack of
maintenance or unauthorized or improper repair; (h) noncompliance with any Cummins publishedguideline or policy; (t) use of
improper or contaminated fuels, coolants, or lubricants; (j) improper storage before and after commissioning; (k) owner's delay in
making Equipment available after notification of potentia] Equipment problem; ()) replacement parts and accessories not authorized
by Cummins; (m) use of battle short mode; (n) owner or operator abuse or neglect such as: operation without adequate coolant, fuel, or
lubricants; over fueling; over speeding; lack of maintenance to lubricating, Fueling, cooling, or air intake systems; late servicing and
maintenance; improper storage, starting, warm-up, running, or shutdown practices, or for progressive damage resulting from a
defective shutdown or warning device; or (a) damage to parts, fixtures, housings, attachments and accessory items that are not part of
the generat ing .Set.
15. INDEMNITY. Customer shall indemnify, defend and hold harmless Cummins from and against any and all claims, actions, costs,
expenses, damages and liabilities, including reasonable attorneys' fees, brought against or incurred by Cummins related to or arising
out of this Agreement or the Equipment supplied under this Agreement (collectively, the "Claims"), where such Claims were caused or
contributed to by, in whale or in part, the acts, omissions, fault or negligence of the Customer. Customer shall present any Claims
covered by this indemnity to its insurance carrier unless Cummins directs that the defense will be handled by Cummins' legal counsel
at Customer's expense.
Quotation: Q-347007-20241107.1454
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16. LIMITATION OF LIABILITY
NOTWITHSTANDING ANY OTHER TERM OF THIS AGREEMENT, IN NO EVENT SHALL CUMMINS, ITS OFFICERS, DIRECTORS,
EMPLOYEES, OR AGENTS BE LIABLE TO CUSTOMER OR ANY THIRD PARTY, WHETHER IN CONTRACT OR IN TORT OR
UNDER ANY OTHER LEGAL THEORY (INCLUDING, WITHOUT LIMITATION, STRICT LIABILITY OR NEGLIGENCE)„ FOR ANY
INDIRECT, INCIDENTAL, SPECIAL, PUNITIVE, LIQUIDATED, OR CONSEQUENTIAL DAMAGES OF ANY KIND (INCLUDING
WITHOUT LIMITATION DOWNTIME, LOSS OF PROFIT OR REVENUE, LOSS OF I}ATA, LOSS OF OPPORTUNITY, DAMAGE To
GOODWILL, ENHANCED DAMAGES, MONETARY REQUESYS RELATING TO RECALLEXPENSES AND REPAIRS TO PROPERTY,
AND/OR DAMAGES CAUSED BY DELAY), OR IN ANY WAY RELATED TO OR ARISING FROM CUMMINS' SUPPLY OF
EQUIPMENT UNDER THIS AGREEMENT OR THE USE OR PERFORMANCE OF EQUIPMENT SUPPLIED UNDER THIS
AGREEMENT. IN NO EVENT SHALL CUMMINS' LIABILITY TO CUSTOMER OR ANY THIRD PARTY CLAIMING DIRECTLY
THROUGH CUSTOMER OR ON CUSTOMER'S BEHALF UNDER THIS AGREEMENT EXCEED THE TOTAL COST OF EQUIPMENT
SUPPLIED BY CUMMINS UNDER THIS AGREEMENT GIVING RISE TO THE CLAIM, BY ACCEPTANCE OF THIS AGREEMENT,
CUSTOMER ACKNOWLEDGES CUSTOMER'S SOLE REMEDY AGAINST CUMMINS FOR ANY LASS SHALL BE THE REMEDY
PROVIDED HEREIN.
17. DEFAULT; REMEDIES. Customer shall be in breach and default if: (a) any of the payments or amounts due under this Agreement
are not paid; (b) Customer fails to comply, perform, or makes any misrepresentation relating to arty of the Customer's obligations or
covenants under this Agreement; or (c) prior to full payment of the balance due. Customer ceases to do business, becomes insolvent,
makes an assignment for the benefit of its creditors, appoints a receiver, commences an action for dissolution or liquidation, or
becomes subject to bankruptcy proceedings, or the Equipment is attached, levied upon, seized under legal process, is subjected to a
lien or encumbrance, or transferred by operation of lawerotherwise to anyone otherthan Cummins. Upon the occurrenceof any event
of Customer's default, Cummins, at its sole option and without notice, shall have the right to exercise concurrently or separately any
one or all of the follcnving remedies, which shall be cumulative and not alternative: (a) to declare all sums due, and to become due,
under this Agreement immediately due and payable; (b) to commence legal proceedings, including collection actions and specific
performance proceedings, to enforce performance by Customer of any and all provisions of this Agreement, and to be awarded
damages a injunctive relief for the Customers breach; (c) to require the Customer to deliver the Equipment to Cummins' branch
specified on the face of this Agreement; (d} to exercise one or more of the rights and remedies available to a secured party under
appl€able law; and (e) to enter, without notice or liability or legal process, onto any premises where the Equipment may he located,
using force permitted by law, and there to disconnect, remove and repossess the Equipment, the Customer having waived further right
to possession after default_ A waiver of any event of default by Cummins shall not be a waiver as to any other or subsequent default_
1S. CUSTOMER REPRESENTATIONS; RELIANCE. Customer is responsible forobtaIning, at its cost, permits, import licenses, and
other consents in relation to the Equipment, and if requested try Cummins, Customer shall make these permits, licenses, and consents
available to Cummins prior to shipment. Customer represents that it is familiar with the Equipment and understands operating
instructions and agrees to perrorm mutine maintenance service!- Until the be]ante is paid in full, Costnmer shall care for the
Equipment properly, maintain it in good operating condition, repair and appearance; and Customer shall use it safely and within its
rated capacity and only for purpose it was designed. Even if Customer's purchase of Equipment from Cummins under this Agreement is
based, in whale or in part, on specifications, technical information, drawings, or written or verbal advice of any type from third parties,
Customer has sole responsibility for the accuracy, correctness and completeness of such specifications, technical information,
drawings, or advice. Cummins make no warranties or representations respecting the accuracy, correctness and completeness of any
specifications, technical information, drawings, advice or other information provided by Cummins. Cummins makes no warranties or
representations respecting the suitability, fitness for intended use, compatibility, integration or installation of any Equipment supplied
under this Agreement. Customer has stale responsibility for intended use, for installation and design and performancewhere it is part
of a power, propulsion, or other system. Limitation of warranties and remedies and all disclaimers apply to all such technical
information, drawings, or advice. Customer acknowledges and agrees by accepting delivery of the Equipment that the Equipment
purchased is of the sim, design, capacity and manufacture selected by the Customer, and that Customer has relied solely on its own
judgment in selecting the Equipment.
14. CONFIDENTIALITY. Each party shall keep confidential any information received from the other that is not generally known to the
public and at the time of disclosure, would reasonably be understood by the receiving party to be proprietary or confidential, whether
disclosed in oral, written, victual, electronic, or other form, and which the receiving party (or agents) learrs in connection with this
Agreement including, but nut limiled to: (a) business plans, strategies, sales, projects and analyses; (b) financial information, pricing,
and fee structures; (c) business processes, methods, and models; (d) employee and supplier information; (e) specifications; and (f) the
terms and conditions of this Agreement. Each party shall take necessary steps to ensure compliance with this provision by its
employees and agents -
24.00YERNING LAW AND IURISDICTION. This Agreement and all matters arising hereunder shall be governed by, interpreted, and
construed in accordance with the laws of the State of Indiana without giving effect to any choice or conflict of law provision. The
parties agree that the federal and state courts of the State of Indiana shall have exclusive jurisdiction to settle any dispute or claim
Quotation: 0-347007-20241107.1454
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arising in connection with this Agreement or any related matter, and hereby waive any right to claim such forum would be
inappropriate, including concepts of forum non conveniens.
21. INSURANCE. Upon Customer's request, Cummins will provide to Customer a Certificate of Insurance evidencing Cummins'
relevant insurance coverage.
22. ASSIGNMENT. This Agreement shall he binding on the parties and their successors and assigns. Customer shall not assign this
Agreement without the prior written Lonsent of Cummins.
23. INTELLECTUAL PROPERTY. Any intellectual property rights created by either party, whether independently or jointly, in the
course of the performance of this Agreement or otherwise related to Cummins pre-existing intellectual property or subject matter
related thereto, shall be Cummins' property. Customer agrees to assign, and does hereby assign, all right, title, and interest to such
intellectual property to Cummins. Any Cummins pre-existing intellectual property shall remain Cummins' property. Nothing in this
Agreement shall be deemed to have given Customer a license or any other rights to use any of the intellectual property rights of
Cummins.
24. PRICING. To the extent a]lowed by law, actual prices invoiced to Customer may vary from the price quoted at the time of order
placement, as IhesamewiII be adjusted for prices prevaiIingon the dare of shipment due to econurnirand market umditicros at the
time of shipment. Subject to local laws, Cummins reserves the.right to adjust pricing on goods and services due to input and labor cost
changes and/or other unforeseen circumstances beyond Cummins' control.
25. MISCELLANEOUS. Cummins shall be an independent contractor under this Agreement. All notices under this Agreement shall he
in writing and be delivered personally, mailed via first class certified or registered mail, or sent by a nationally recognized express
courier service to the addresses set forth in this Agreement. No amendment of this Agreement shall be valid unless it is writing and
signed by an authorized representative of the parties hereto. Failure of eitlier party to require performance by the other party of any
provision hereof shall in no way affect the right to require such performance at any time thereafter, nor shall the waiver by 8 party of a
breach of any of the provisions hereof constitute a waiver of any succeeding breach. Any provision of this Agreement that is invalid or
unenforceable shall not affect the validity or enforceability of the remaining terms hereof. These terms are exclusive and constitute the
entire agreement. Customer acknow] edges that the provisions were freely negotiated and bargained for, and Customer has agreed to
purchase of the Equipment pursuant to these Terms and Conditions- Acceptance of this Agreement is expressly conditioned on
Customer's assent to all such Terms and Conditions. Neither party has relied on any statement, representation, agreement,
understanding, or promise made by the other except as expressly set out in this Agreement. In the event Cummins incurs additional
charges hereunder due to the acts or omissions of Customer, the additional charges will be passed on to the Customer, as applicable.
Headings or other subdivisions of this Agreement are inserted for convenience of refercncr and shall not limit or affect the legal
construction of any provision hereof. The Parties' rights, remedies, and obligations under this Agreement which by their nature are
intended to continue beyond the termination or cancellation of this Agreement, including but not limited to the Section 16. Limitation
of Liability provision contained herein, shall survive the expiration, termination, or cancellation of this Agreement.
26. COMPLIANCE. Customer shall comply with al] laws applicable to its activities under this Agreement, including, without
limitation, any and all applicable federal, state, and local anti -bribery, e nvironmenta 1, health, and safety laws and regulations then in
effect. Customer acknawledges that the Equipment, and any related technology that are sold or otherwise provided hereunder may be
subject to export and other trade controls restricting the sale, export, re-export and/or transfer, directly or indirectly, of such
Equipment or technology to certain countries or parties, including, but not limited to, licensing requirements under applicable laws
and regulations of the United States, the United Kingdom and other jurisdictions. It is the intention of Cummins to ccmply with these
laws, rules, and regulations. Any other provision of this Agreement to the contrary notwithstanding, Customer shall comply with all
such applicable all laws relating to the cross -border movement of goads or technology, and all related orders in effect from time to
time, and equivalent measures_ Customer shall act as the importer of record with respect to the Equipment and shall not resell, export,
re-export, distribute, transfer, or dispose of the Equipment or related technology, directly or indirectly, without first obtaining all
necessary written permits, consents, and authorizations and completing such formalities as may be required under such laws, rules,
and regulations. In addition, Cummins has in place policies not to distribute its products for use [Ti certain countries based on
applicable laws and regulations including but not limited to UN, U.S., UK, and European Union regulations. Customer undertakes to
perform its obligations under this Agreement with due regard to these policies. Strict compliance with this provision and all laws of the
territory pertaining to the importation, distribution, sales, promotion and marketing of the Equipment is a material consideration for
Cummins entering into this Agreement with Customer and continuing this Agreement for its term. Customer represents and warrants
that it has not and shall not, directly or through any intermediary, pay, give, promise to give or offer to give anything of value to a
government official or representative, a political party official, a candidate for political office, an officer or employee of a public
international organization or any other person, individual or entity at the suggestion, request or direction or for the benefit of any of
the above -described persons and entities for the purposes of inducing such person to use his influence to assist Cummins in obtaining
or retaining business or to benefit Cummins or any other person in any way, and will not otherwise breach any applicable laws relating
to anti -bribery. Any failure by Customer to comply with these provisions will constitute a default giving Cummins the right to
immediate termination of this Agreement and/or the right to elect not to recognize the warranties associated with the Equipment.
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Customer shall accept full responsibility for any and all civil or criminal liabilities and costs arising from any breaches of those laws
and regulations and will defend, indemnify, and hold Cummins harmless from and against any and all fines, penalties, claim, damages,
liabilities, judgments, costs, fees, and expenses incurred by Cummins or its affiliates as a result of Customer's breach,
27. To the extent applicable, this contractor and subcontractor shall abide by the requirements of 41 CFR 0 64-1.4(a), 64-
300.5(a) and 60-741.5(a)- These regulations prohibit discrimination against qualified individuals based on their status as
protected veterans or individuals with disabilities and prohibit discrimination against all individuals based on their race,
color, religion, sex, sexual orientation, gender identity or national origin. Moreover, these regulations require that covered
prime contractors and subcontractors take affirmative action to employ and advance in employment individuals without
regard to race, color, religion, sex, sexual orientation, gender identity, national origin, protected veteran status or disability -
The employee notice requitetnents set forth in 24 CFR part 471, Appendix A to Subpart A, are hereby incorporated by
reference into this contract.
Quotation: Q-347007.20241107-1454
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END OF SECTION
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SECTION 265100
INTERIOR LIGHTING
PART 1 GENERAL
4.01 SECTION INCLUDES
A. Interior luminaires.
4.02 REFERENCE STANDARDS
A. NECA/IESNA 500 - Standard for Installing Indoor Lighting Systems; 2006.
I. NECA/IESNA 502 - Standard for Installing Industrial Lighting Systems; 2006.
B. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
C. UL 1598 - Luminaires; Current Edition, Including All Revisions.
4.03 SUBMITTALS
A. Product Data: Provide manufacturer's standard catalog pages and data sheets including
detailed information on luminaire construction, dimensions, ratings, finishes, mounting
requirements, listings, service conditions, photometric performance, installed accessories, and
ceiling compatibility; include model number nomenclature clearly marked with all proposed
features.
4.04 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.
4.05 DELIVERY, STORAGE, AND PROTECTION
A. Receive, handle, and store products according to NECA/IESNA 500 (commercial lighting),
NECA/IESNA 502 (industrial lighting), and manufacturer's written instructions.
B. Keep products in original manufacturer's packaging and protect from damage until ready for
installation.
4.06 FIELD CONDITIONS
A. Maintain field conditions within manufacturer's required service conditions during and after
installation.
4.07 WARRANTY
A. Provide 3-year manufacturer warranty for LED luminaires, including drivers.
PART 2 PRODUCTS
5.01 LUMINAIRE TYPES
A. Furnish products as indicated in luminaire schedule included on the drawings.
5.02 LUMINAIRE TYPES
A. Furnish products as specified below.
B. Type: Linear flush mount wraparound LED
1. Housing: Steel, painted white.
2. Nominal Size: 4 feet.
3. Lumens: 72001-M.
a. Color Temperature: 4,000 K.
4. CRI: 80.
5. Voltage: Universal 120-277 V.
6. Listings:
7. Mounting: Surface mount.
8. Dimming: No dimming
9. Watts: 62
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5.03 LUMINAIRES
A. Manufacturers:
1. Acuity Brands, Inc;
2. Cooper Lighting;
3. Paraflex;
4. RAB Lighting.
B. Provide products that comply with requirements of NFPA 70.
C. Provide products that are listed and labeled as complying with UL 1598, where applicable.
D. Provide products listed, classified, and labeled as suitable for the purpose intended.
E. Unless otherwise indicated, provide complete luminaires including lamp(s) and all sockets,
ballasts, reflectors, lenses, housings and other components required to position, energize and
protect the lamp and distribute the light.
F. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring,
connectors, hardware, supports, trims, accessories, etc. as necessary for a complete operating
system.
G. Provide products suitable to withstand normal handling, installation, and service without any
damage, distortion, corrosion, fading, discoloring, etc.
PART 3 EXECUTION
6.01 INSTALLATION
A. Coordinate locations of outlet boxes as required for installation of luminaires.
B. Install products in accordance with manufacturer's instructions.
C. Install luminaires securely, in a neat and workmanlike manner, as specified in NECA 500
(commercial lighting) and NECA 502 (industrial lighting).
D. Provide required support and attachment.
E. Install luminaires plumb and square and aligned with building lines and with adjacent
luminaires.
F. Install accessories furnished with each luminaire.
G. Bond products and metal accessories to branch circuit equipment grounding conductor.
H. Install lamps in each luminaire.
END OF SECTION
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SECTION 330110.58
DISINFECTION OF WATER UTILITY PIPING SYSTEMS
PART 1 GENERAL
7.01 SECTION INCLUDES
A. Disinfection of site domestic water lines and site fire water lines specified in Section 331416.
7.02 RELATED REQUIREMENTS
A. Section 331416 - Site Water Utility Distribution Piping.
7.03 REFERENCE STANDARDS
A. AWWA B300 - Hypochlorites 2018.
B. AWWA B301 - Liquid Chlorine 2018.
C. AWWA B302 - Ammonium Sulfate 2023.
D. AWWA B303 - Sodium Chlorite 2018.
E. AWWA C651 - Disinfecting Water Mains 2014, with Addendum (2020).
7.04 SUBMITTALS
A. Test Reports: Indicate results comparative to specified requirements.
B. Certificate: From authority having jurisdiction indicating approval of water system.
7.05 QUALITY ASSURANCE
A. Testing Firm: Company specializing in testing potable water systems, certified by governing
authorities of Washington.
PART 2 PRODUCTS
8.01 DISINFECTION CHEMICALS
A. Chemicals: AWWA B300 Hypochlorite, AWWA B301 Liquid Chlorine, AWWA B302 Ammonium
Sulfate, and AWWA B303 Sodium Chlorite.
PART 3 EXECUTION
9.01 DISINFECTION
A. Use method prescribed by the applicable state or local codes, or health authority or water
purveyor having jurisdiction, or in the absence of any of these follow AWWA C651.
B. Provide and attach equipment required to perform the work.
C. Inject treatment disinfectant into piping system.
D. Maintain disinfectant in system for 24 hours.
E. Flush, circulate, and clean until required cleanliness is achieved; use municipal domestic water.
F. Replace permanent system devices removed for disinfection.
END OF SECTION
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SECTION 406113
PROCESS CONTROL AND INSTRUMENTATION SYSTEMS GENERAL REQUIREMENTS
PART 1 GENERAL
10.01 SECTION INCLUDES
A. Basic requirements for complete instrumentation and control system.
B. The Process Control and Instrumentation System (PCIS) consists of all primary elements,
transmitters, switches, controllers, computers, communication devices, recorders, indicators,
panels signal converters, signal boosters, amplifiers, special power supplies, special or
shielded cable, special grounding or isolation, auxiliaries, software, wiring, other devices, and
programming required to provide complete control of the plant as specified in the Contract
Documents.
10.02 REQUIREMENTS
A. The contractor will furnish, install and connect all Process Control and Instrumentation
Systems, complete and operable, in accordance with the Contract Documents.
B. Responsibilities:
1. The Contractor, through the use of a System Integrator (see paragraph 1.06.13) and
qualified electrical and mechanical installers, will be responsible to the Owner for the
implementation of the PCIS and integration of the PCIS with other required
instrumentation and control devices.
2. The System Integrator shall be responsible for the provision of an integrated control
system/PCIS fully functioning in accordance with the requirements of the Contract
Documents.
3. The PCIS will interface with the existing City of Port Orchard SCADA system through a
communication link as indicated in the Contract Documents.
4. System Integrator shall provide all necessary coordination with other work to ensure that
necessary wiring, conduits, contacts, relays, converters, and incidentals are provided in
order to transmit, receive, and control necessary signals to other control elements, to
control panels, and to receiving stations.
10.03 REFERENCE STANDARDS
A. ISA S5.1 - Instrumentation Symbols and Identification.
B. ISA S5.3 - Graphic Symbols for Distributed Control/Shared Display Instrumentation, Logic
C. and Computer Systems.
D. ISA S20 - Standard Specification Forms for Process Measurement and Control Instruments,
Primary Elements and Control Valves.
E. NEMA 250 — Enclosures for Electrical Equipment (1000) Volts Maximum.
F. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
10.04 SUBMITTALS
A. Product technical data including:
1. Equipment catalog cut sheets.
2. Instrument data sheets:
a. ISA S20 or approved equal.
b. Separate data sheet for each instrument type.
3. Materials of construction.
4. Minimum and maximum flow ranges.
5. Pressure loss curves.
6. Physical limits of components including temperature and pressure limits.
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7. Size and weight.
8. Electrical power requirements and wiring diagrams.
9. NEMA rating of housings.
10. Submittals shall be marked with arrows to show exact features to be provided.
B. Comprehensive asset inventory of all networked components:
1. Provide in Excel spreadsheet format.
2. Coordinate with the Owner or Engineer to determine the preferred method of delivery to
assure security of information contained in asset inventory.
3. Include:
a. Device ID.
b. Manufacturer.
c. Model Number.
d. Serial Number.
e. MAC Address.
f. IP Address.
g. Device Use description.
h. Firmware.
C. Network Diagrams:
1. Provide in both AUTO CAD and PDF formats.
2. Coordinate with the Owner or Engineer to determine the preferred method of delivery to
assure security of information contained in Network Diagrams.
3. Logical Network Diagrams showing information flow.
4. Physical Network Diagrams showing network components, ports, protocols, connections
and cables.
D. Shop Drawings
E. Wiring Diagrams
F. Panel Fabrication Drawings
G. PLC Equipment Drawings
H. Nameplate Layout Drawings
I. Drawings shall be provided in both hardcopy and softcopy. Furnish electronic files in Owner's
designated media. Furnish drawings in AutoCAD format.
J. Provide a parameter setting summary sheet for each field configurable device.
K. Certifications:
1. Documentation verifying that calibration equipment is certified with NIST traceability.
2. Approvals from independent testing laboratories or approval agencies, such as UL, FM or
CSA.
a. Certification documentation is required for all equipment for which the specifications
require independent agency approval.
L. Testing reports: Source quality control reports.
M. Contract Closeout Information:
1. Operation and Maintenance Data.
2. All Shop Drawings shall be modified with as -built information/corrections.
3. Instrumentation and Control Equipment Operation and Maintenance Manual Content:
a. Provide a printed copy of the following sheets following the Equipment Record sheets
ISA Data Sheets.
1) Loop Check-out Sheet.
2) Instrument (calibration) Certification Sheet.
3) Final Control Element (i.e. control valve) Certification Sheet.
4. Provide the following detailed information:
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a. Use equipment tag numbers from the Contract Documents to identify equipment and
system components.
b. As -constructed fabrication or layout drawings and wiring diagrams.
c. Spreadsheet containing all network devices and their associated MAC and IP
addresses and username/password list.
5. Warranties: Provide copies of warranties and list of factory authorized service agents.
10.05 DEFINITIONS
A. Calibrate: To standardize a device so that it provides a specified response to known inputs.
B. System Integrator: A Contractor/Subcontractor who combines instrumentation, control devices,
hardware, software, programming, and networking products from multiple vendors to provide a
fully functioning control system.
10.06 QUALITY ASSURANCE
A. Comply with requirements of the reference standards.
B. Qualifications:
System Integrator:
a. The Control System Integrator will be solely and completely responsible for the
fabrication, installation, programming and commissioning of the PCIS.
b. Technical System Incorporated (TSI) is the approved Systems Integrator for the City
of Port Orchard. Contact at TSI is Andrew Palmberg.
1) Phone: (425) 678-4104
2) Email: and rewp(o)tsicontrols.com
c. Contractor may submit the qualifications as required below to seek approval of an "or
equal" System Integrator. "Or equal" Systems Integrator will be considered for
acceptability based on the qualifications noted below:
1) The System Integrator will be an instrument and control system manufacturing
company.
2) The company will be located within a 50-mile drive from downtown Port Orchard,
Washinton.
3) The company will have capabilities which specialize in the design, assembly,
testing, installation, programming, and service of municipal water system control
systems in the Pacific Northwest for at least five years.
4) The company will employ technicians and engineers with documented
experience in the design, assembly, testing, installation, operation, calibration,
troubleshooting, service, and repair of control systems for municipal waterworks
and sewerage facilities.
5) The company will have completed the design, assembly, testing, and installation
of control systems that include the instruments and devices cited in the Contract
Documents by specific manufacturer's name.
d. The System Integrator selected by the Contractor will be subject to the approval of
the Owner. Prior to placement of purchase orders for services and equipment, the
Contractor will provide the following information about the selected System Integrator
for review by the Owner:
1) Description of ownership and organization of the company.
2) Resumes of principals and/or key employees.
3) Description of expertise in design, assembly, testing, and installation of control
systems for municipal waterworks and sewerage facilities.
4) Description of municipal controls systems designed, assembled, and installed in
the last five (5) years. Description will include:
(a) Names of employees involved in each system.
(b) Detailed description and drawings of each system.
(c) Cost of each system.
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(d) Names and telephone number of persons involved in operation and
maintenance of each system.
5) Description of the service capabilities normally provided by the company
including resumes of employees assigned to field service and listing of service
equipment.
6) Description of spare parts normally stocked and of restocking procedures.
7) Additional information that may assist the Owner in ascertaining the company's
general ability to perform the work.
e. Acceptability of the company will be determined solely by the Owner.
f. The Contractor and the selected System Integrator will anticipate that the Owner may
withhold approval of the selected System Integrator if, in the opinion of the Owner,
the System Integrator does not have the experience and capability or from lack of
performance and execution of similar projects in the past.
g. The Contractor and any System Integrator not approved by the Owner will not be
entitled to an extension of time or to any claim for damages because of extra and
unanticipated costs, hindrances, delays, or complications caused by or resulting from
failure by the Owner to approve any System Integrator for whatever reason.
10.07 DELIVERY, STORAGE, AND PROTECTION
A. Keep products in original manufacturer's packaging and protect from damage until ready for
installation.
B. Do not remove shipping blocks, plugs, caps, and desiccant dryers installed to protect the
instrumentation during shipment until the instruments are installed and permanent connections
are made.
10.08 FIELD CONDITIONS
A. Maintain field conditions within manufacturer's required service conditions during and after
installation.
10.09 EXTENDED PERIOD FOR CORRECTION OF DEFECTS
A. The System Integrator will correct all defects in the PCIS upon notification from the Owner for
period of one (1) year from the date of Substantial Completion. Corrections will be completed
within 5 business days after notification.
PART 2 PRODUCTS
11.01 NEMA TYPE REQUIREMENTS
A. Provide enclosures/housing for control system components in accordance with the Drawings.
11.02 PERFORMANCE AND DESIGN REQUIREMENTS
A. Unless stated otherwise, system operating criteria are as follows:
1. Stability: After controls have taken corrective action, as result of a change in the
controlled variable or a change in setpoint, oscillation of final control element shall not
exceed two cycles per minute or a magnitude of movement of 0.5 PCT full travel.
2. Response: Any change in setpoint or change in controlled variable shall produce a
corresponding corrective change in position of final control element and become stabilized
within 30 seconds.
3. Agreement: Setpoint indication of controlled variable and measured indication of
controlled variable shall agree within 3 PCT of full scale over a 6:1 operating range.
4. Repeatability: For any repeated magnitude of control signal, from either an increasing or
decreasing direction, the final control element shall take a repeated position within 0.5
PCT of full travel regardless of force required to position final element.
5. Sensitivity: Controls shall respond to setpoint deviations and measured variable
deviations within 1.0 PCT of full scale.
6. Performance: All instruments and control devices shall perform in accordance with
manufacturer's specifications.
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11.03 ACCESSORIES
A. Provide identification devices for instrumentation system components.
B. Provide corrosion resistant spacers to maintain 1/4 IN separation between equipment and
mounting surface in wet areas and on below grade walls.
PART 3 EXECUTION
12.01 INSTALLATION
A. Wherever feasible, use bottom entry for all conduit entry to instruments and junction boxes.
B. Install electrical components per the requirements of the Electrical design.
C. Test and verify communication with the new PLC control panel.
D. Panel -Mounted Instruments:
1. Mount and wire so removal or replacement may be accomplished without interruption of
service to adjacent devices.
2. Locate all devices mounted inside enclosures so terminals and adjustment devices are
readily accessible without use of special tools and with terminal markings clearly visible.
E. Programming Workshops
1. The Contractor's Systems Integrator shall obtain necessary existing documentation
(manual and drawings) of the existing City of Port Orchard SCADA system in order to
facilitate a Programming Workshop. The Programming Workshop is to be led by the
System Integrator in conjunction with the Owner's Representative. The System Integrator
will provide functional descriptions (control narratives) of the proposed programming to the
Pump Station PLC and proposed coordination and testing requirements to connect to the
City's SCADA. The City will be responsible for all of the SCADA related programming and
testing.
12.02 FIELD QUALITY CONTROL
A. Maintain accurate daily log of all startup activities, calibration functions, and final setpoint
adjustments.
B. Instrumentation Calibration:
1. Verify and document that all instruments and control devices are calibrated to provide the
performance required by the Contract Documents.
2. Factory furnished calibration certifications are acceptable for the following:
a. Flow meters.
b. Pressure sensors utilized with annular sleeve.
c. Temperature sensors.
3. On -site calibration verification is required for all other instruments, including "smart"
transmitters that have been factory calibrated.
a. Provide calibration checks at 0 PCT, 25 PCT, 50 PCT, 75 PCT and 100 PCT of span
for pressure transmitters and gages.
1) Check for both increasing and decreasing input signals to detect hysteresis.
b. In addition to factory calibration certification, temperature sensors and gages shall be
checked at a single point for conformance to required accuracy.
c. Level transducers/transmitters shall be checked at two points in addition to zero.
d. Check operation of all switches to verify actuation occurs in accordance with
manufacturer's specified accuracy.
e. Replace any instrument which cannot be properly adjusted.
4. Calibration equipment shall be certified by an independent agency with traceability to
N I ST.
a. Certification shall be up-to-date.
b. Use of equipment with expired certifications shall not be permitted.
5. Calibration equipment shall be at least three times more accurate as the device being
calibrated.
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C. Loop check-out requirements are as follows:
1. Check control signal generation, transmission, reception and response for all control loops
under simulated operating conditions by imposing a signal on the loop at the instrument
connections.
a. Use actual signals where available.
b. Closely observe controllers, indicators, transmitters, HMI displays, recorders, alarm
and trip units, remote setpoints, ratio systems, and other control components.
1) Verify that readings at all loop components are in agreement.
2) Make corrections as required.
(a) Following any corrections, retest the loop as before.
2. Stroke all control valves, cylinders, drives and connecting linkages from the local control
station and from the control room operator interface.
3. Check all interlocks to the maximum extent possible.
4. Utilize a System Integrator provided Loop Check -Out Sheet to document on -site
calibration checks.
5. In addition to any other as -recorded documents, record all setpoint and calibration
changes on all affected Contract Documents and turn over to the Owner.
END OF SECTION
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