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CITY OF SOUTH BEND, INDIANA x PEACE
CONTRACTOR'S QUOTE FOR PUBLIC WORK x
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PROJECT NAME: Northwest Elevated Tank Valve Vault Coating
PROJECT NO. 122-018B
QUOTES DUE December 12, 2023
(Must be completed for all quotes. Please type or print)
Date: December 12, 2023 Firm: Jetco, Ltd.
Address: 29693 N. US Highway 12
City/State/Zip: Wauconda, IL 60084 Telephone Number: ( 847 ) 438-4550
Agent of Bidder (if Applicable):
Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete the
public works project of:
Northwest Elevated Tank Valve Vault Coating
the City of South Bend, Indiana, in accordance with plans and specifications prepared by:
The City of South Bend, Department of Public Works
and dated 12/12/2023 for the sum of (enter the Total Quote as shown on the Proposal)
Forty -Six Thousand Four Hundred Eighty -Six Dollars and No Cents ($46,486.00 )
(Enter Sum of Total Quote plus Alternates shown on Proposal) (Numerical)
If alternative quotes apply, the undersigned submits a proposal for each in accordance with the notice. Any
addendums attached will be specifically referenced at the applicable page.
If additional units of material included in the contract are needed, the cost of units must be the same as that shown
in the original contract if accepted by the City of South Bend. If the quote is to be awarded on a unit basis, the
itemization of the units shall be shown on a separate attachment.
By 1966
(Signature) •'o`
Kenneth Brend. President
(Printed Name of Person Signing)
The above quote is accepted this
Subject to the following conditions:
BOARD OF PUBLIC WORKS
Elizabeth A. Maradik, President
Gary A. Gilot, Member
Murray L. Miller, Member
ACCEPTANCE
day of
20
Joseph R. Molnar, Vice President
Alexandra Dolz-Lane, Member
Attest: Theresa M. Heffner, Clerk
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SCOPE OF WORK
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CITY OF SOUTH BEND
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PROJECT NAME: Northwest Elevated Tank Valve Vault Coating
PROJECT NO. 122-018B
QUOTES DUE December 12, 2023
PROJECT DESCRIPTION
A. The Work to be performed shall include furnishing all labor, services, materials, insurance and
equipment to provide and install new valve coatings for the Northwest Elevated Storage Tank as well
as minor site improvements according to the intent of the plans and specifications.
PREVAILING SPECIFICATIONS AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
A. The City of South Bend's PREVAILING SPECIFICATIONS, most recent version, and
CONSTRUCTION STANDARDS AND SPECIFICATIONS, most recent version, are to be used on this
project.
B. Each Quote provider is specifically instructed to become completely familiar with the most recent
version of the PREVAILING SPECIFICATIONS and the CONSTRUCTION STANDARDS AND
SPECIFICATIONS prior to submitting a quote.
C. Wherever the PREVAILING SPECIFICATIONS refer to "State Specifications," it shall mean the 2022
INDOT Standard Specifications for the letting effective after September 1, 2021.
D. These SPECIAL PROVISIONS will list only "Additions" or "Deletions" to the PREVAILING
SPECIFICATIONS and are to be used only in conjunction with the PREVAILING SPECIFICATIONS.
E. In the event of conflict between the SPECIAL PROVISIONS and the PREVAILING SPECIFICATIONS,
the SPECIAL PROVISIONS will govern.
III. TERM "OR EQUAL"
A. Prevailing Specifications: None
B. Additions
1. Where the term "or equal" is used in these specifications, the Quote provider deviating from
specified item shall file with his/her/its Quote a letter fully explaining and justifying his/her/its
proposed article or equal. The City of South Bend shall be the sole judge in determining if the "or
equal" offered meets the specification.
IV. TAX EXEMPT
A. Prevailing Specifications: None
B. Additions
1. Materials and properties purchased under contract with the Owner that becomes a permanent part
of the structure or facilities constructed are not subject to the Indiana Gross Retail Tax (Sales Tax).
The exemption number will be furnished to the Contractor upon award.
V. INDEMNIFICATION
A. Prevailing Specifications: None
B. Additions
1. Contractor agrees to indemnify, defend and hold harmless the City of South Bend, its agents,
officers and employees, from all costs, losses, claims and suits, including court costs, attorney fees,
and other expenses, arising from or out of the negligent performance of this Contract by Contractor,
or because of arising out of any defect in the goods, materials or equipment supplied by the Quote
provider.
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VI. INSURANCE
A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 103
B. Additions:
All Contractors and subcontractors doing business with the City of South Bend shall present a
Certificate of Insurance showing coverage in the following minimum amount:
a. General Liability: Premises -Completed Operations or Products, Bodily Injury and Property
Damage Combined Single Limit - $5,000,000.
b. There shall be no exclusion for explosion, collapse or underground hazard.
c. Workmen's Compensation: Statutory State of Indiana Employer's Liability - $100,000.
d. Auto Liability: Bodily Injury and Property Damage Combined Single limit - $1,000,000.
e. The City of South Bend shall be named as additional insured on the Certificate of Insurance.
VII. CONTROL OF WORK
A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 105
B. Additions:
1. The complete responsibility for this project lies with the Director of Public Works of the City of South
Bend, Indiana acting through his authorized representatives.
2. Construction Engineering - The Contractor shall provide all the necessary, qualified personnel,
equipment and supplies to perform all work required under this item. There will be no direct payment
for this item.
3. The contractor is responsible to maintain the site which includes but is not limited to; dust control,
site security, erosion control, and protecting adjacent properties.
4. Work hours for the Project shall be from 7:00 a.m. through 6:00 p.m., Monday through Friday. No
work shall be permitted on weekends, Holidays, or after hours unless approved by the City of South
Bend Department of Public Works.
VIII. LEGAL RELATIONS
A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 107
B. Additions:
1. The Owner, where mentioned in these documents, is the City of South Bend. The Engineer, where
mentioned in these documents, is the City of South Bend Division of Engineering.
2. The Contractor shall apply for and obtain any and all required permits for the work from local, state,
and federal agencies and shall comply with permit requirements, including the St. Joseph County
/ City of South Bend Building Department.
3. If the Contractor awarded this contract is not a resident of Indiana, within thirty days, the Contractor
shall provide the Owner with proof that the Contractor is duly licensed, qualified and registered with
the Secretary of State of Indiana to engage in business within the State of Indiana.
4. The Contractor shall comply with all provisions of Indiana Code 5-16-13, as amended. The Owner
reserves the right to immediately terminate the public work project awarded should the Contractor
be found to be in violation of any provision of Indiana Code 5-16-13 and such violation shall result
in the forfeiture of Contractor's performance bond to the Owner.
IX. PROSECUTION AND PROGRESS
A. Prevailing Specifications: 2022, INDOT Standard Specifications Sec. 108
B. Additions:
The project will have a completion date of May 31, 2024. The contract time will start when the
Notice to Proceed is delivered and signed.
The City, Engineer, and Contractor will hold a pre -construction meeting following award of the
contract. The date of the Notice to Proceed will be agreed at that meeting.
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3. Contractor shall provide a schedule to the Owner prior to beginning any work on the site.
X. CHANGE OF CONTRACT TIME
A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 108
B. Additions
1. The Contract Time may only be changed by Change Order. Any Claim for an extension in the
Contract Time shall be based on written notice delivered to the Department of Public Works within
seven (7) calendar days of the occurrence of the event giving rise to the claim. Notice of the extent
of the claim with supporting data shall be delivered within fourteen (14) calendar days after such
occurrence unless an official of the Public Works Department allows an additional period of time to
ascertain more accurate data. The Contract Time will be extended in an amount equal to time lost
to delays beyond the control of the Contractor if a claim is made in accordance with this provision.
Such delays shall include acts of neglect by the Public Works employees, or to fires, flood, labor
disputes, epidemics, abnormal weather conditions, governmental procedures, or acts of God.
2. Unless otherwise provided, the Contract time is based upon normal weather conditions. An
extension is granted for weather conditions significantly more severe than normal if the Contractor
demonstrates to the satisfaction of the City that the delay in the progress of the work was due to
such weather. The basis to define normal weather with be the data compiled by the United States
Department of Commerce, National Oceanic and Atmospheric Administration (NOAA).
3. No extension of time will be granted if the Contractor, by his/her/its own action or inaction, including
fault or negligence of Contractor's subcontractors, caused the delay, or for which any remedies are
provided under any other provision of this agreement.
4. The grant of an extension of time under this Section in no way constitutes a waiver by the City of
any rights or remedies existing under this contract at law or in equity.
XI. DEFAULT AND TERMINATION
A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 108
B. Additions:
Events of Default shall include Contractor's failure to perform any of its obligations under this
contract including failure to commence work at the time specified, failure to perform the work in
accordance with these specifications, unauthorized discontinuation of the work, failure to carry out
the work in a manner acceptable to the City, failure to observe Federal, State, or local laws or
regulations, and failure to comply with any other term of this contract.
If an Event of Default occurs, the City shall provide Contractor written notice and may permit
Contractor ten (10) calendar days after the date of the notice to cure the default. If the default is
not cured within the ten (10) day cure period, the City may at any time thereafter terminate this
contract in which case the termination shall be final and effective.
Upon an Event of Default, the City may invoke the following remedies in addition to those remedies
provided under separate provisions of this contract, the right of set-off against any payments due
or to become due to the Contractor against the retainage, the right to take over and complete the
Work. If the City notifies Contractor that City is invoking its right to complete the Work, all rights that
the Contractor has in order under Contractor's subcontracts are assigned to the City, subject to the
City's right to take assignment of all or only selected subcontracts at the City's discretion. The sole
obligation accepted by the City under such subcontracts is to pay for Work satisfactorily performed
after the date of the assignment. In the event a conditional assignment has not been executed, the
Contractor shall execute or cause to be executed any assignment, agreement, or other document
that may be necessary in the sole opinion of legal counsel to the City's Board of Public Works to
evidence compliance with this provision. The Contractor shall promptly deliver such documents
upon the City's request. In the case of such assignment, unless otherwise agreed in writing, The
Contractor remains liability to subcontractors for any payment already involved, and for any claim,
suit or cause of action based upon or resulting from any error, omission, negligence or other breach
of contract by the Contractor, its officers, employees, or agents arising prior to the date of
assignment to the City.
XII. LIQUIDATED DAMAGES
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Public Works Quote
A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 108
B. Additions:
The contractor shall proceed with the work at such rate of progress to insure full completion within
the Contract Time. It is expressly understood and agreed, by and between the Contractor and the
Owner, that the Contract Time for completion of the work described herein is a reasonable time,
taking into consideration the average climatic and economic conditions and other factors prevailing
in the locality of the work, and excludes the time for unavoidable delays which were beyond the
control and without the fault of the Contractor.
If the Contractor shall fail to complete the work within the Contract Time, or extension of time
granted by the Owner, then the Contractor will pay to the Owner the amount for liquidated damages
a sum of five hundred dollars ($500.00) for each calendar day that the Contractor shall remain in
default after the time of completion stipulated in the Contract Documents.
The Contractor shall not be charged with liquidated damages or any excess cost when the delay
in completion of the work is due to the following and the Contractor has promptly given written
notice of such delay to the Owner and Engineer/Architect.
a. To any preference, priority, or allocation order duly issued by the Owner.
b. To unforeseeable causes beyond the control and without the fault or negligence of the
Contractor, including but not restricted to acts of God, acts of public enemy, acts of the Owner,
acts of another Contractor in the performance of a Contract with the Owner, fires, floods,
epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and
unforeseeable weather.
XIII. RETAINAGE AND FINAL PAYMENT
A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 109
B. Additions:
1. Payments will be made every thirty (30) calendar days
2. Consistent with provisions of IC 36-1-12-14, the Board of Public Works shall retain a percentage of
payments throughout the duration of the project.
3. Before final payment and retainage are released the Contractor must satisfy the following:
a. All parts and labor meet requirements stated in the specifications.
b. Provide copies of test reports or cut sheets on all materials supplied.
c. Provide As -Built drawings in accordance with the City of South Bend Prevailing Specifications
for Public Works.
d. One (1) copy of the City of South Bend Completion Affidavit and one (1) copy of a Final Waiver
of Lien.
XIV. WARRANTY
A. Prevailing Specifications: None
B. Additions
1. All Parts shall include the following:
a. Performance specifications
b. Bill of Materials
c. Warranties on all parts
d. Installation and safety requirements
XV. OTHER UTILITIES
A. Prevailing Specifications: None
B. Additions:
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1. The Contractor shall verify the locations of all utilities by contacting Indiana811 by calling 811 (in
Indiana) or 1-800-382-5544 (outside of Indiana), or via www.indiana8ll.org, at least two (2)
working days, not counting Saturdays, Sundays or federal and state holidays before proceeding
with construction. It shall also be the Contractor's responsibility to contact any other utility that is
not contacted by Indiana811 and verify the utility locations.
2. The Contractor shall be responsible for working with the other utilities, i.e., gas electric, telephone,
etc. in order to assure that all utilities that need to be replaced or relocated can be done with a
minimum disturbance to service. The Contractor shall also be responsible for coordinating
schedules with the various utilities such that they can proceed with their relocation work as
efficiently as possible.
3. If the odor of natural gas is detected in a work area at any time during the course of work, the
Contractor shall immediately notify NIPSCO at 1-800-634-3524. The Contractor shall also
immediately notify the residents of adjacent properties. The Contractor shall advise the residents
to evacuate their homes immediately if the odor is present within the dwelling.
4. Restoration of sprinkler systems damaged by the Contractor's operations shall be repaired by the
Contractor at no additional cost to the City or the Owner of the system.
XVI. DESCRIPTION OF WORK
A. Prevailing Specifications: None
B. Additions
1. Work to be performed shall include furnishing all labor, services, materials, insurance and
equipment to provide and install new valve coatings for the Northwest Elevated Storage Tank as
well as minor site improvements according to the intent of the plans and specifications.
2. The Contractor shall preserve and protect all surrounding property, structures, tenants, visitors and
their property from damage caused by the Contractor's operations.
3. Miscellaneous Repair Items:
a. Coordinate replacement of the FAA Light Bulb on the top of the tank with the OWNER supplied
bulb.
b. Coordinate the repair or replacement of the valve vault's broken hinge with the OWNER.
XVII. INSULATIVE PIPE COATINGS
A. Prevailing Specifications: None
B. Additions
1. Weather:
a. Apply coating materials per manufacturer's printed data sheet instructions.
b. Prepare surfaces and apply and cure coatings within air and surface temperature ranges in
accordance with manufacturer's recommendations.
c. Refer to specific product data sheets for minimum surface temperature requirements.
d. Prepare surfaces and apply and cure coatings within relative humidity range in accordance
with manufacturer's instructions.
e. Do not prepare surfaces or apply coatings in rain, snow, fog, or mist.
f. The CONTRACTOR shall provide ventilation during the coating evaporation stage in confined
or enclosed areas in accordance with ANSI/AWWA D102-03.
2. The CONTRACTOR shall comply with all regulations as established by the Occupational Safety
and Health Act (OSHA) and other government authorities have jurisdiction over such activities. Up
to date Material Safety Data Sheets shall be available on site for all products stored or in use. It
shall be the CONTRACTOR's responsibility to adequately protect, shield or cover all structure,
machinery, equipment and openings as required preventing damage or contamination from the
work procedures. The work area shall be kept clean at all times.
3. Products:
a. All materials delivered to the job site shall be in original, sealed and labeled containers of the
protective coating manufacturer.
b. Products for each specified system shall be of a single manufacturer. Only one manufacturer
shall be used on the tank project.
c. Manufacturers:
(i) Tnemec Company Incorporated (Tnemec).
(ii) Sherwin Williams.
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(iii) Or Approved Equal.
4. Approximate Valve Vault Piping Paint Area: 182 sq. ft.
a. Surface Preparation of Steel Components: SSPC-SP 10/NACE 2.
b. Surface Preparation of Ductile Iron Components: NAPF 500-03-04/05.
(i) System Type: Insulative Coating (Tnemec):
(i) Primer Coat: 91-H2O. DFT 2.5 to 3.5 mils.
(ii) Finish Coat: Series 971. DFT 100 to 125 mils.
(iii) Total DFT: 100 to 125 mils.
(ii) System Type: Insulative Coating (Sherwin Williams):
(i) Primer Coat: Corothane I Galvapak Zinc Primer. DFT 2.5 to 4.0 mils.
(ii) Finish Coat: Heat -Flex 3500. DFT 125 to 150 mils.
(iii) Total DFT: DFT 125 to 150 mils (Minimum).
5. Execution:
a. The CONTRACTOR shall employ only application equipment that is clean, properly adjusted,
and in good working order, and of type recommended by coating manufacturer.
b. Prior to application of primers and paints, existing coatings shall be removed and surfaces shall
be prepared by the CONTRACTOR to receive specified paintings system in compliance with
manufacturer's recommendations and specifications of The Society of Protective Coatings as
indicated in this specification.
c. Apply primer, intermediate, and finish coats to comply with wet and dry film thicknesses and
spreading rates for each type of material as recommended by manufacturer and in accordance
with SSPC-PA2.
d. Coating shall be applied during good weather. Air and surface temperatures shall be within
limits prescribed by the manufacturer for the coating being applied. Work areas shall be
reasonably free of airborne dust at the time of application and while drying. The manufacturer
should be consulted before any accelerators are used by the CONTRACTOR.
e. Remove all oil, dirt, grease, soil, salts, welding flux, mill scale, rust, oxides, corrosion by-
products, foreign matter, and other soluble contaminants in accordance with SSPC-SP1.
f. The CONTRACTOR shall closely adhere to re -coat times recommended by the manufacturer.
Allow each coat to dry thoroughly before applying next coat. Number of coats specified shall
be minimum number acceptable. Apply additional coats as needed to provide a smooth, even
application.
g. All coatings shall be allowed to cure per data sheet before applying the next coat. The
CONTRACTOR shall provide adequate ventilation for tank interior to remove solvents during
drying phase for each coating.
h. The CONTRACTOR shall examine areas and conditions under which application of coating
systems shall be performed for conditions that will adversely affect execution, permanence, or
quality of coating system application.
6. Protection:
a. The CONTRACTOR shall take precautionary measures to prevent fire hazards and
spontaneous combustion. Remove empty containers from site at completion of each day's
work.
b. The CONTRACTOR shall provide drop cloths, shields, and other protective equipment. The
CONTRACTOR shall protect elements surrounding work from damage or disfiguration. Any
damages that result will be the sole responsibility of the CONTRACTOR, no additional
compensation for damages will be made by the OWNER.
c. As Work proceeds, the CONTRACTOR shall promptly remove spilled, splashed, or splattered
materials from surfaces. The CONTRACTOR shall leave storage area neat and clean at all
times.
7. Quality Control:
a. All dry film thickness readings of the primer on steel surfaces shall be taken, by the
CONTRACTOR, prior to the application of successive coats with a nondestructive magnetic
type gauge in accordance with SSPC-PA-2. All measurements shall be recorded by the
CONTRACTOR for inclusion in the final inspection reports.
b. Any areas failing the above tests shall be marked and receive an additional repair until
satisfactory results are obtained.
c. Dry Coating thickness measurements shall be made using a Magnetic Gauge. Tolerances to
be in accordance with SSPC-PA 2, Measurement of Dry Coating Thickness with Magnetic
Gauges. The CONTRACTOR, at a minimum, shall prepare the following inspections of the
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coating system to be completed with an OWNER's representative present, and document the
conditions for inclusion in the final inspection reports.
XVIII. MISCELLANEOUS REPAIRS
A. Prevailing Specifications: City of South Bend CONSTRUCTION STANDARDS AND SPECIFICATIONS
B. Additions:
FAA Obstruction Light: Remove and replace the FG3000 Flashing Dual Strobe System bulb, lens
cover, and any other miscellaneous components required to replace the bulb. Salvage the existing
lens cover for the Owner to decide on shelving or disposing of the lens.
Hinge repair: Repair or remove and replace the broken hinge on the hatch door to the valve vault.
a. Unless otherwise communicated, connections shall be all -bolted bearing type, using bolts and
nuts equipped with helical lock washer under the stationary element (bolt head or nut) and a
flat washer under the turned element. Bolts and nuts for structural aluminum connections shall
be stainless steel. A sufficient number of bolts shall be provided in each connection to develop
the shear strength of the members.
XIX. PLANS
A. Prevailing Specifications: City of South Bend CONSTRUCTION STANDARDS AND SPECIFICATIONS
B. Additions:
1. The plans consist of Appendix A — Existing Northwest Elevated Tank Construction Drawings
with 3 sheets and Appendix B — Photograph Log of Existing Conditions with 2 Sheets.
2. The drawings are schematic in nature.
3. The CONTRACTOR is responsible for estimating dimensions and quantities of materials.
4. In the event that the Special Provisions and the Plans conflict, the Special Provisions shall govern.
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When the prospective Contractor is unable to certify to any of the statements below, it shall attach an explanation to
this Affidavit.
CONTRACTOR'S NON -COLLUSION AND NON -DEBARMENT AFFIDAVIT,
CERTIFICATION REGARDING INVESTMENT WITH IRAN, EMPLOYMENT ELIGIBILITY
VERIFICATION, NON-DISCRIMINATION COMMITMENT AND CERTIFICATION OF USE
OF UNITED STATES STEEL PRODUCTS OR FOUNDRY PRODUCTS
(Must be completed for all quotes and bids. Please type or print)
STATE OF ILLINOIS )
) SS:
LAKE COUNTY )
The undersigned Contractor, being duly sworn upon his/her/its oath, affirms under the penalties of perjury that:
1. Contractor has not, nor has any other member, representative, or agent of the firm,
company, corporation or partnership represented by him, entered into any combination, collusion
or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent
any person from bidding nor to induce anyone to refrain from bidding, and that this bid is made
without reference to any other bid and without any agreement, understanding or combination with
any other person in reference to such bidding. Contractor further says that no person or persons,
firms, or corporation has, have or will receive directly or indirectly, any rebate, fee, gift,
commission or thing of value on account of such sale; and
2. Contractor certifies by submission of this proposal that neither contractor nor any of its
principals are presently debarred, suspended, proposed for debarment, declared ineligible, or
voluntarily excluded from participation in this transaction by any Federal department or agency;
and
3. Contractor has not, nor has any successor to, nor an affiliate of, Contractor, engaged in investment
activities in Iran.
a. For purposes of this Certification, "Iran" means the government of Iran and any agency or
instrumentality of Iran, or as otherwise defined at Ind. Code § 5-22-16.5-5, as amended from
time -to -time.
b. As provided by Ind. Code § 5-22-16.5-8, as amended from time -to -time, a Contractor is
engaged in investment activities in Iran if either:
i. Contractor, its successor or its affiliate, provides goods or services of twenty million
dollars ($20,000,000) or more in value in the energy sector of Iran; or
ii. Contractor, its successor or its affiliate, is a financial institution that extends twenty
million dollars ($20,000,000) or more in credit to another person for forty-five (45)
days or more, if that person will (i) use the credit to provides goods and services in
the energy sector in Iran; and (ii) at the time the financial institution extends credit, is
a person identified on list published by the Indiana Department of Administration.
4. Contractor does not knowingly employ or contract with an unauthorized alien, nor retain
any employee or contract with a person that the Contractor subsequently learns is an unauthorized
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alien. Contractor agrees that he/she/it shall enroll in and verify the work eligibility status of all of
Contractor's newly hired employees through the E-Verify Program as defined by I.C. 22-5-1.7-3.
Contractor's documentation of enrollment and participation in the E-Verify Program is included
and attached as part of this bid/quote; and
5. Contractor shall require his/her/its subcontractors performing work under this public
contract to certify that the subcontractors do not knowingly employ or contract with an
unauthorized alien, nor retain any employee or contract with a person that the subcontractor
subsequently learns is an unauthorized alien, and that the subcontractor has enrolled in and is
participating in the E-Verify Program. The Contractor agrees to maintain this certification
throughout the term of the contract with the City of South Bend, and understands that the City
may terminate the contract for default if the Contractor fails to cure a breach of this provision no
later than thirty (30) days after being notified by the City.
6. Persons, firms, partnerships, corporations, associations, or joint venturers awarded a
contract by the City of South Bend through its agencies, boards, or commissions shall not
discriminate against any employee or applicant for employment in the performance of a City
contract with respect to hire, tenure, terms, conditions, or privileges of employment, or any matter
directly or indirectly related to employment because of race, sex, religion, color, national origin,
ancestry, age, gender expression, gender identity, sexual orientation or disability that does not
affect that person's ability to perform the work.
In awarding contracts for the purchase of work, labor, services, supplies, equipment, materials, or
any combination of the foregoing including, but not limited to, public works contracts awarded
under public bidding laws or other contracts in which public bids are not required by law, the City,
its agencies, boards, or commissions will consider the Contractor's good faith efforts to obtain
participation by those subcontractors certified by the State of Indiana as a Minority Business
("MBE") or as a Women's Business Enterprise ("WBE") as a factor in determining the lowest,
responsible, responsive bidder.
Contractors seeking the award of a City contract cannot be required to award a subcontract to an
MWBE; however, they may not unlawfully discriminate against said MBE/WBE. A finding of
noncompliance or a discriminatory practice shall prohibit that Contractor from being awarded a
City contract for a period of one (1) year from the date of such determination, and such
determination may also be grounds for terminating the contact to which the discriminatory practice
or noncompliance pertains.
7. The undersigned Contractor agrees that the following nondiscrimination commitment shall
be made a part of any contract which it may henceforth enter into with the City of South Bend,
Indiana or any of its agencies, boards or commissions.
Contractor agrees not to discriminate against or intimidate any employee or applicant for
employment in the performance of this contract with privileges of employment, or any matter
directly or indirectly related to employment, because of race, religion, color, sex, gender
expression, gender identity, sexual orientation, handicap, national origin or ancestry. Breach of
this provision may be regarded as material breach of contract.
I, the undersigned bidder or agent as contractor on a public works project, understand my statutory
obligations to the use of steel products or foundry products made in the United States (I.C. 5-16-
8-1). I hereby certify that I and all subcontractors employed by me for this project will use steel
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products or foundry products made in the United States on this project if awarded. I understand I
have an affirmative duty to notify the City in my bid that my proposal does not include the use of
steel products or foundry products made in the United States. I understand it is my sole obligation
and responsibility to provide a justification to the City, subject to review and approval, why the
cost of United States made steel or foundry products is unreasonable. Prior to award and upon
submission of bid which does not use steel products or foundry products made in the United States,
the City, through its director of public works, shall make a determination if the price of United
States made steel or foundry is unreasonable. I understand that violations hereunder may result in
forfeiture of contractual payments.
I hereby affirm under the penalties of perjury that the facts and information contained in the foregoing bid for public
works are true and correct.
Dated this 12th day of Decmber, 2023
Jetco, Ltd.
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Signature of Contractor/Bidder or Its Agent
Kenneth Brend, President
Printed Name and Title
Subscribed and sworn to before me this 12th day of pecevv,ber , 2023
My Commission Expires 02/1°/2025
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NOTARY PUBLIC, STATE OF ILLINOIS
MY COMMISSION EXPIRES: 02/1912025
Version 9/29/2021 Page - 11 Public Works Quote
QUOTE/PROPOSAL
CITY OF SOUTH BEND
PROJECT NAME Northwest Elevated Tank Valve Vault Coating
PROJECT NO. 122-018B
QUOTES DUE December 12, 2023
� 4SOUT11 8�d
U \ C
W
PEACE
1865
Item
No.
Description
Quantity
Unit
Unit Price
Total Amount
Removal and replacement of insulative
coatings to valve vault piping installed in
1
accordance with plans & specifications
1
LS
$44,486.00
$44,486.00
including surface preparation, priming,
painting, testing, mobilization,
demobilization, etc., complete.
2
Replace two FAA obstruction light
1
LS
$ 500.00
$ 500.00
bulbs.
3
Replace a broken hinge on the hatch to
1
LS
$1,500.00
$ 1,500.00
the valve vault.
Total Amount of Quote
$ 46,486.00
Firm: Jetco, Ltd.
Address: 29693 N. US
12
City/State/Zip: Wauconda, IL 60084 Telephone Number: ( 847) 438-4550
Fax Number: ( 847 ) 438-3962
By SEAL
Aj--� I ,
IQAA
(Signature) s�, *--
Kenneth Brend, President
(Printed Name of Person Signing)
Version 9/29/2021 Page - 12 Public Works Quote
Appendix A - Existing Northwest Elevated Tank Construction Drawings
F—
w
1
22 ROOF SCAFFOLD
RIGGING OPENINGS-
W/PLUGS
TOP OF ACCESS TUBE
a �CAPACITYLINE!5NE
w
a
1 C=
c o
W
BOTTOM.,. WACITY LINE
— TOP OF SHAFT
DOUBLE -�
OBSTRUCTION
LIGHTING
WASH DOWN LINE
2 DIA CONDENSATE DRAIN
02 - 6 DIA OPENINGS
A-C NEAR CABLE TRAYS
TYP ■ EACH ELEVATION
a An OF ANTENNA BRACKETS
cn
16 DIA OUTLET PIPE
WITH 2" THICK
URETHANE INSULATION
TOP OF BELL
co 2 THK WOOD
VAULT COVER
N ry
BTM OF BASE PL
�- GRADE
A9 �
— o
TOP OF
FOUNDATION
ELEVATION
818.00
86'-0 30 DIA RAINPROOF
TANK DIAMETER ROOF DOOR
30 DIA RAINPROOF
GENERAL NOTES:
L I S T
ACCESS TUBEDO R
SPECIFICATIONS - AWWA D100-96 & CUSTOMER & UBC
DWG
SHEET
1 W/ INSIDE HASP
SERVICE - MUNICIPAL
DESCRIPTION
6 D[A SCREENED VENT
MATERIAL - PL=A36 STRUCTURAL - A36
1
GENERAL PLAN - ELEVATION & NOTES
j 24 DIA FAN VENT
INSPECTION -MILL= CTR SHOP = CBI & CUSTOMER FIELD = CBI & CUSTOMER
2
I
GENERAL PLAN - BALL & A.T. PLAN
MANHOLE
SANDBLAST - YES
2
GENERAL PLAN - BALL ORIENTATION
24 DIA ALUMINUM SCREENED
CLOG RESISTANT
VENT PAINT - SEE INSTRUCTION SHEET(S)
I
BELL & SHAFT ARRANGEMENT
J orrz�-toW t`t3tsr: ROOF ANTENNA
STERILIZATION - YES LEVEL SURVEY - NO
q
1
BALL GENERAL CROSS SECTION
ASSEMBLY/SAFETY RAILING
WIND - 100 MPH SNOW LOAD - 25 PSF
5
I
ROOF HANDRAIL
1
CATHODIC PROTECTION - YES GROUT = NON -SHRINK (NON-METALLIC)
SEISMIC - ZONE I AS DESCRIBED
2
REMOVABLE SAF-T-CLIMB
BALL
BY SECTION 13210
5
5
3
24 DIA VENT W/ 24 DIA SCREENED VENT
60 DIA ACCESS TUBE
31,Sy8 94`
+
PARAGRAPH 1.4.A.4 OF
THE PROJECT SPECIFICATIONS.
4
6 DIA ACCESS TUBE VENT
INSIDE TANK LADDER *
GRINDING REQUIREMENTS - NACE CONDITION "D"
5
5
! V2 DIA SUMP PUMP DISCHARGE LINE
ACCESS TUBE LADDER *
SEAL WELD - YES (ALL WELDED JOINTS ON THE TANK INTERIOR '
7
ROOF SCAFFOLD RIGGING OPENINGS
18 X 24 VENT MANHOLE
INCLUDING STIFFENERS AND THE UNDERSIDE OF
S
9
6 DIA SHAFT OPENINGS
ROOF LAP JOINTS -WELDS ATTACHING COMPONENTS
7
1
!6" DIA OUTLET RISER
j
24 DIA RAINPROOF
TO THE INTERIOR OF THE SUPPORTING PEDESTAL
AND WELDS ALONG
7
2
16" DIA INLET RISER
L' SHAFT DOOR
PAINTERS
THE UNDERSIDE OF THE
CONDENSATE CEILING SHALL BE SEAL WELDED
7
4
2 " THICK URETHANE INSULATION
j RINGS
EXPANSION JOINTS (STAINLESS STEEL)
AS A MINIMUM.
7
5
10" DIA UPPER OVERFLOW
UPPER CONDENSATE CEILING
TOLERANCE REQUIREMENTS - PLUMBNESS: WITHIN 0.5% OF HEIGHT
7
6
4 DIA DRAIN LINE
30 DIA PLATFORM
ROUNDNESS.± 3" ON RADIUS UP TO 40'-0 DIAMETER
ROUNDNESS.±
7
7
10" DIA LOWER OVERFLOW
MANHOLE
6" ON RADIUS OVER 40'-0 DIAMETER
16 DIA INLET PIPE
WITH 2
PEAKING: WITHIN %2" USING A 36" LONG SWEEP BOARD
8
THICK
URETHANE INSULATION
BANDING: WITHIN %2" USING A 36" LONG SWEEP BOARD
1
DOUBLE OBSTRUCTION INTERIOR LIGHTS
8
2
ELECTRICAL CLIP ORIENTATION
�f SHAFT LADDER
8
3
�• BRACKETS FOR CABLE TRAY
CABLE TRAY BRACKETS
CABLE TRAYS BY OTHERS
8
4
EXTEROIR ANTENNA BRACKETS
I 1 I 18'-0 INSIDE DIA
SHAFT
I. PEEN ANCHOR BOLTS AFTER TIGHTENING TO PREVENT EASY
REMOVAL OF NUTS.
8
5
CABLE TRAY BRACKETS
1 ! 1
2. DETAILS IN ELEVATION HAVE BEEN ROTATED INTO PLANE OF
II
i
SIGN
6 PAIRS OF ANTENNA
PROJECTION. SEE SECTIONAL VIEWS AND DWG. 2, SHEET I FOR
TRUE ORIENT
ORIENTATION.
FI
I
FOUNDATION - CROSS SECTION
BRACKETS TYP.
3. GROUT UNDER BASE PLATE BEFORE FILLING TANK WITH WATER.
f.1
2
FOUNDATION - ORIENTATION
I 1 1 30 PLATFORM
4., LADDERS ARE TO BE EQUIPPED WITH SAF-T-CLIMB RAILS.
rl
3
FOUNDATION - BASE SLAB REBAR
MANHOLE
( 2 HARNESSES/ 2 - 5' LANYARDS, AND 2 SLEEVES )
hl
4
FOUNDATION - INLET PIPING
LOWER CONDENSATE CEILING
Ill
5. VENT SCREENING TO BE STAINLESS STEEL.
Fl
5
FOUNDATION - MISCELLANEOUS DETAILS
I-2
I
THRUST BLOCK ASSEMBLY
j I I BELL LADDER
Ly
F2
2
THRUST BLOCK ASSEMBLY
I I + 36 X 80 (CBI STD) BELL DOOR
F2
3
VALVE VAULT
� BELL
F2
4
VALVE VAULT COVER
I I I 22 -1 %4 DIA ANCHOR BOLTS
.e J
NO
10 DIA OVERFLOW
-o
7NOTES
WITH FLAP VALVE & SCREEN
�-
N�
GENERAL
i
ELEVATION AND
SPLASH PAD
Q� P.
BELL DIAMETER
1.5 MMG x 96'-0 BCL WATERSPHEROID
SOUTH BEND. IN
o CU5TGAER'S NO CONTRACT ND
— er EPD CHKD KHG DATE i1 15-49 ! 042ID0
K FLAIHFIELD/J.F. HANKIHS me REV
_ EHCINEENING M1551LNE0 5HT
TNIS DRAIING HAS BEEN PREPARED FOR AM IS TIE rWlw;y IF PgrYA IYIfES AIA1 Ifp. LbpANT ,qD
IS TO BE USER OR IN CONMCIIDN.IRN PENFpWNRtI Be p p[ [N[LAm ERFIrX. AYA IfrtNr C04VNAl
RE F{MDllClld IN INDLE FA IN PARF FOR AN
DFK[R F4ABRU Ll [IRIyT Fpl{ICiY.
I
3
4
5
6
7
8
9
10
II
1 INDICATES CHANGE FROM PREVIOUS ISSUE
ROOF SCAFFOLD
RIGGING OPENING
4 REO'D • 4'-m RAD
6 REO'D • 20'-0 RAD
12 REO'D • 36'-m RAD
(SEE DWG #5 SHT 47)
30 DIA RAINPROOF
ACCESS TUBE DOOR
CL ACCESS TUBE
MANHOLE HINGE
(SPECIAL LOCATION)
270° CL 30 DIA RAINPROOF
ROOF DOOR
CL INSIDE ACCESS TUBE —
LADDER
REMOVABLE
SAF-T-CLIMB
(SEE DWG #5 SHT #2 )
0
I
(
CL 6" DIA ACCCsS 18m°
TUBE VENT
(SEE DWG #5 SHT #7)
o ROOF ACCESSORY PLAN
(CUTOUTS AT 39'-0 RADIUS ARE SHOWN
ON DWG#5 SHT#6)
r
CL CABLE TRAYS
h (BY OTHERS)
6m DIA
ACCESS TUBE
--- ROOF HANDRAIL o
(SEE DWG #5 SHT #1)
-----9m°
CL CABLE TRAYS
(BY OTHERS)
' INDICATES CHANGE FROM PREVIOUS ISSUE
27m°----
CL TANK LADDER
ACCE55 TUBE_ _ -
26m0--lCOR
1
GENERAL NDTESi
1• SEE DRAWING 3. SHEET I. FOR SHAFT AND BELL
ARRANGEMENT.
�1
xl2
J
VI
I$0°
ACCESS TUBE PLAN
CL CABLE TRAYS
(BY OTHERS)
60 DIA ACCESS
TUBE
I,
_ CABLE TRAYS
(BY OTHERS)
6
•
34?PI IE n'S 1 PID7�iASEA'S A]
GENERAL PLAN
Wa
4 � r
N
TANK SALL AND ACCESS TUBE PLAN
1.5 MMG x 96'-0 BCL WATERSPHEROID
m�
�$
SOUTH BEND , IN
CUSTOMER'S NO JI111�1
Or KC cflKo 60 air
G�iTRA[T k0
I042MN
s
PLAMFIELgIJ.E. NANKIFES
— ENGINEERING A5 IIMD
SH1 I
�UIic He EEN p[!N[l 101 YY IS fl[ Ig0[m 7 plum RI� 04 Itq �'NR Nm
m CE 16iA mlY [n [O ln- lilt 1,11. L 7 A wIC1✓� 1pZ Nq 1Na ta`
a �+
IS
pl,{N'pFI1P� p Ir0-F °I In PiMI Ip Nil PANG HPSLE IS p1p41 fsm;pa 4
2 CLR
2 CLR (TYP )
(TYP ) I
#4 BARS AT ABOUT
a� I- 0 SPACING EACH
WAY (EACH FACE)-
ti
,
co
LI'- I%e I
25 �/2 DIA OPENINGS
FOR INLET AND OUTLET
PIPE (SEE NOTE #1)
SEE DETAIL D
7'- 8
6'- 0
10
'
TOP OF
10
2 CLR VAULT
�1
a
i
rA
a
LADDER STEPS
{�
(8 REQ'D INCLUDES I'- 6
I
HAND HOLD)
(SEE NOTE 43 )
I i
r _:I
•m
�CL TANK'
i
HAND HOLD
TOP OF RINGWALLII
ELEV= 818.00 1
�/2 THK EXPANSION
JOINT (TYP
CONCRETE FLOOR _,
r� 2 J.
^µ NOTCH VAULT WALL FOR
WOODEN VAULT COVER
(SEE NOTE #4)
#4 BARS AT ABOUT
- #4 BARS AT ABOUT I'- 0 SPACING EACH
I'- 0 SPACING EACH WAY (INSIDE FACE)
WAY (EACH FACE)
-(2) 16" DIA BASE BEND C
FLANGED TOP AND SIDE
J h° =�BLOCK.
INLET AND OUTLET THRUST
.J — °�° SEE DWG #F2 SHEETS
I AND 2 FOR DETAILS
SUMP 4 - 18 DIA x 1'- 0 DEEP
A SLOPE VAULT FLOOR TO
SUMP (SEE NOTE #3)
SECTION THRU VALVE VAULT
(VAULT COVER OMITTED FOR CLARITY)
10 1'- 6
(2) 45 BARS
ALONE WALL
2 CLR
(TYP BOTHTH SIDES )
(TYP)
r
6" WATERSTOP (CONTINUOUS)
AS MANUFACTURED BY
ti
I. I.I
GREENSTREAK OR EQUAL.
(V
2 CLR
3 CLR
I
J,
#4 BARS
ON
ABOUT I'- 0
CTR'S
DETAIL D
II'- 4
8 5'- 0 8
CL TANK
HAND HOLD 44 BARS AT ABOUT
(I - LADDER STEP) I'- 0 SPACING EACH
WAY (INSIDE FACE)
1 LADDED STEPS
2 CLR (SEE NOTE #3)
(TYP)
(TYP) 2'- 6 1 2'- 6Fig
j 16" DIA BASE BEND
° C
SEE DWG #FI SHEET 2
AND 5 FOR SUMP
;°° ° DISCHARGE LINE
SEE DETAIL B -A
#5 BARS AT ABOUT
1` 0 SPACING EACH WAY
II'- 4
8 8
#4 BARS ON ABOUT
1` 0 CTR 'S (2) #5 BARS
ALONE 10" WALL
I— r—ram
P
h (1) #4 BARS AT
EACH CORNER I I
(I) #4 BARS AT
EACH CORNER
I'- 0 MIN I'- 0 MIN
2 CLR
(TYP)
I�
�I
IB DIA SUMP
(SEE NOTE #3)
7
SECTION A -A
(VAULT COVER OMITTED FOR CLARITY)
NOTES-
8 2'- 6
1° GROUT AROUND PIPE AND SEAL OUTSIDE WITH
2 CLR
"BENJAMIN FOSTER" 95 X 44 BUTYL RUBBER
#5 BARS (2)
I
(TYP)
BASE CAULPKING COMPOUND, OR EQUAL,
PER CORNER
FOR A WATERTIGHT JOINT.
WATERSTOP
2° WORK THIS DRAWING WITH OTHER FOUNDATION
i
(I) #4 BARS AT
DRAWINGS°
I
EACH CORNER
3° SEE DRAWING #FI SHEET #2 FOR ACTUAL
ORIENTATION OF SUMP AND LADDER STEPS.
2 CLR
LADDER STEPS ARE TO BE NEENAH
` #R-1982-J (TYP).
3 CLR
I
4° SEE DRAWING #F2 SHEET 4 FOR VAULT COVER
6--=
DETAILS e
DETAIL B
' INOICATES CHANGE FROM PREVIOUS ISSUE
M
8
0
(V
e
a
e
(V
v
8
i
Appendix B — Photograph Log of Existing Conditions
ti
Figure 1: Valve Vault December 2022
Figure 2: Close -Up of Bolts and Connections March 2023
Figure 3: Valve Vault Sump December 2022
P.PPPPwww
Figure 4: FAA Obstruction Light
BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date 11/27/2023
Name Becca Plantz Department Public Works
BPW Date 12/12/2023 Phone Extension 5998
Review and Approval Required Prior to Submittal to Board
Diversity Compliance ❑ Officer Name Cynthia Simmons
and Inclusion Officer
BPW Attorney ❑ Attorney Name
Dept. Attorney ❑ Attorney Name
Purchasing
0
Michael Schmidt
Check the Appropriate Item Type — Required. for All Submissions
❑ Professional Services Agreement ❑ Contract ❑ Proposal
❑ Open Market Contract ❑ Amendment/Addendum ❑ Special Purchase, QPA
❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ❑ Title Sheet
® Quote Opening ❑ Quote Award ❑ Reject Bids/Quotes
❑ Proposal Opening ❑ C/O & PCA No. ❑ PCA
❑ Chg. Order, No. ❑ Traffic Control ❑ Resolution
❑ Other: ❑ Ease./Encroach
Company or Vendor Name
New Vendor
MBE/WBE Contractor
Project Name
Project Number
Funding Source
Account No.
Amount
Terms of Contract
Purpose/Description
Information
❑ Yes❑ If Yes, Approved by Purchasing
❑ No
❑ WBE Completed E-Verify Form Attached ❑ Yes
No
Northwest Elevated Tank Valve Vault Coating
122-018B
Water Works Capital — Distribution/ Reservoirs
PR-00029298
Lump Sum
Removing and reapplying failing insulative coating on the valves in the vault
for the Northwest Elevated Tank.
Ir For Change Orders Only
Amount of ❑ Increase $
❑ Decrease ($ )
Previous Amount $
Increase
Current Percent of Change: Decrease
New Amount $
Increase
Total Percent of Change: Decrease
Time Extension Amount:
New Completion Date: