R-1601 - 12/13/2016 - FIRE DEPARTMENT - Resolutions RESOLUTION 2016-FD-PG-R-1601
A RESOLUTION APPROVING THE PURCHASE AND INSTALLATION
OF A HUMIDIFICATION/DEHUMIDIFICATION SYSTEM AT FIRE STATION 94
WHEREAS, after the completion of the Fire Station 94 addition in 2000, it was realized that a
humidification/dehumidification system was not part of the original HVAC plan; and
WHEREAS, the Village desires to purchase and install a humidification/dehumidification system
("System") at Fire Station 94 to more efficiently control the entire living quarters and eliminate the need
for individual portable units; and
and WHEREAS, on November 10, 2016, the Village requested bids to provide and install the System;
WHEREAS, the Village received five(5) bids to provide and install the System; and
WHEREAS, Oak Brook Mechanical Services, Inc., Elmhurst, Illinois ("OBMS') was the lowest
responsive and responsible bidder; and
WHEREAS, the Village President and Board of Trustees, being fully advised in the premises,
have determined that it is in the best interests of the Village and its residents to authorize the purchase
and installation of the System from OBMS in the amount of$25,800.00; and
NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows:
Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part of,
this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook.
Section 2: Authorization of Purchase and Installation of a Humidification/Dehumidification
System. The President and Board of Trustees hereby approve the purchase and installation of the
System from OBMS in the amount of$25,800.00.
Section 3: Execution of Required Documentation. The Village Manager is hereby authorized
to execute on behalf of the Village all documents necessary to complete the purchase and installation
pursuant to Section 2 of this Resolution.
Section 4: Effective Date. This Resolution shall be in full force and effect upon passage and
approval in the manner provided by law.
[SIGNATURE PAGE FOLLOWS]
Resolution 2016-FD-PG-R-1601
Approving the Purchase and Installation
of Humidification/Dehumidification System
Page 2 of 3
APPROVED THIS 13th day of December, 2016
Gopal G. Lalmalani
Village President
PASSED THIS 13th day of December, 2016
Ayes: Trustees Adler, Baar, Manzo, Moy, Tiesenga, Yusuf
Nays: None
Absent: None
. ATTEST:
<r
Charlotte K. Pruss
Village Clerk
Resolution 2016-FD-PG-R-1601
Approving the Purchase and Installation
of Humidification/Dehumidification System
Page 3 of 3
EXHIBIT A
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Village of Oak Brook Approved by Board of Trustees- pate/Initials:
VILLAGE OF OAK BROOK
CONTRACT FOR FIRE STATION 94 HUMIDIFIER
INSTALLATION
VILLAGE OF OAK BROOK
CONTRACT FOR FIRE STATION 94 HUMIDIFIER
INSTALLATION
TABLE OF CONTENTS
Page
ARTICLEI: THE WORK ...................................................................................................... l
1.1 Performance of the Work ........................................................................................... 1
1.2 Commencement and Completion Dates.....................................................................2
1.3 Required Submittals ...................................................................................................2
A. Submittals Required ...................................................................................................2
B. Number and Format....................................................................................................2
C. Time of Submission and Owner's Review.................................................................2
D. Responsibility for Delay.............................................................................................3
1.4 Review and Interpretation of Contract Provisions .....................................................3
1.5 Conditions at the Work Site; Record Drawings .........................................................3
1.6 Technical Ability to Perform......................................................................................4
1.7 Financial Ability to Perform.......................................................................................4
1.8 Time............................................................................................................................4
1.9 Safety at the Work Site...............................................................................................4
1.10 Cleanliness of the Work Site and Environs................................................................5
1.11 Damage to the Work, the Work Site, and Other Property..........................................5
1.12 Subcontractors and Suppliers.....................................................................................5
A. Approval and Use of Subcontractors and Suppliers...................................................5
B. Removal of Subcontractors and Suppliers .................................................................6
1.13 Simultaneous Work By Others...................................................................................6
1.14 Occupancy Prior to Final Payment.............................................................................6
1.15 Owner's Right to Terminate or Suspend Work for Convenience ..............................6
A. Termination or Suspension for Convenience.............................................................6
B. Payment for Completed Work....................................................................................6
ARTICLE II: CHANGES AND DELAYS.............................................................................7
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2.1 Changes ......................................................................................................................7
2.2 Delays.........................................................................................................................7
A. Extensions for Unavoidable Delays ...........................................................................7
B. No Compensation for Delays .....................................................................................7
ARTICLE III: CONTRACTOR'S RESPONSIBILITY FOR DEFECTIVE WORK.......7
3.1 Inspection; Testing; Correction of Defects.................................................................7
A. Inspection ...................................................................................................................7
B. Re-Inspection..............................................................................................................7
C. Correction...................................................................................................................8
3.2 Warranty of Work.......................................................................................................8
A. Scope of Warranty......................................................................................................8
B. Repairs; Extension of Warranty .................................................................................8
C. Subcontractor and Supplier Warranties......................................................................8
3.3 Owner's Right to Correct ...........................................................................................8
ARTICLE IV: FINANCIAL ASSURANCES........................................................................9
4.1 Bonds..........................................................................................................................9
4.2 Insurance.....................................................................................................................9
4.3 Indemnification...........................................................................................................9
ARTICLEV: PAYMENT .......................................................................................................9
5.1 Contract Price.............................................................................................................9
5.2 Taxes and Benefits .....................................................................................................9
5.3 Progress Payments.................................................................................................... 10
A. Payment in Installments ...........................................................................................10
B. Pay Requests............................................................................................................. 10
C. Work Entire..............................................................................................................10
5.4 Final Acceptance and Final Payment....................................................................... 10
A. Notice of Completion...............................................................................................10
B. Punch List and Final Acceptance .............................................................................10
C. Final Payment...........................................................................................................10
5.5 Liens .........................................................................................................................11
A. Title........................................................................................................................... 11
B. Waivers of Lien........................................................................................................11
C. Removal of Liens .....................................................................................................11
D. Protection of Owner Only ........................................................................................11
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5.6 Deductions................................................................................................................ 11
A. Owner's Right to Withhold...................................................................................... 11
B. Use of Withheld Funds............................................................................................. 12
ARTICLE VI: DISPUTES AND REMEDIES..................................................................... 12
6.1 Dispute Resolution Procedure.................................................................................. 12
A. Notice of Disputes and Objections........................................................................... 12
B. Negotiation of Disputes and Objections................................................................... 12
6.2 Contractor's Remedies ............................................................................................. 13
6.3 Owner's Remedies.................................................................................................... 13
6.4 Owner's Additional Remedy for Delay.................................................................... 14
6.5 Terminations and Suspensions Deemed for Convenience ....................................... 14
ARTICLE VII: LEGAL RELATIONSHIPS AND REQUIREMENTS........................... 14
7.1 Binding Effect ..........................................................................................................14
7.2 Relationship of the Parties........................................................................................ 15
7.3 No Collusion/Prohibited Interests ............................................................................ 15
7.4 Assignment............................................................................................................... 15
7.5 Confidential Information.......................................................................................... 15
7.6 No Waiver ................................................................................................................ 16
7.7 No Third Party Beneficiaries.................................................................................... 16
7.8 Notices....................................................................................... ........ 16
.......................
7.9 Governing Laws .......................................................................................................17
7.10 Changes in Laws.......................................................................................................17
7.11 Compliance with Laws............................................................................................. 17
A. Compliance Required...............................................................................................17
B. Liability for Fines, Penalties..................................................................................... 17
C. Prevailing Wage Act.............
D. Required Provisions Deemed Inserted ..................................................................... 18
7.12 Compliance with Patents.......................................................................................... 18
A. Assumption of Costs, Royalties, and Fees ............................................................... 18
B. Effect of Contractor Being Enjoined........................................................................ 18
7.13 Time.......................................................................................................................... 18
7.14 Severability............................................................................................................... 19
7.15 Entire Agreement...................................................................................................... 19
7.16 Amendments............................................................................................................. 19
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Contractor's Certification
Attachment A: Supplemental Schedule of Contract Terms
Attachment B: Specifications
Attachment C: List of Drawings
Attachment D: Special Project Requirements
Appendix 1: Prevailing Wages
Appendix 2: Form of Performance Bond
Appendix 3: Form of Labor and Materials Bond
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VILLAGE OF OAK BROOK
CONTRACT FOR FIRE STATION 94 HUMIDIFIER
INSTALLATION
In consideration of the mutual promises set forth below, the Village of Oak Brook, 1200
Oak Brook Road, Oak Brook, Illinois, 60523, an Illinois municipal corporation ("Owner"),
and Oak_Brook Mechanical Services, Inc., 961 S. Route 83, Elmhurst, Illinois 60126, a
Corporation ("Contractor"), make this Contract as of 2016
(the "Effective Date") and hereby agree as follows:
ARTICLE I: THE WORK
1.1 Performance of the Work
Contractor, at its sole cost and expense, must provide, perform, and complete all of the
following, all of which is herein referred to as the "World':
1. Labor, Equipment, Materials, and Supplies. Provide, perform, and complete, in
the manner described and specified in this Contract, all necessary work, labor,
services, transportation, equipment, materials, apparatus, machinery, tools, fuels,
gas, electric, water, waste disposal, information, data, and other means and items
necessary to accomplish the Project at the Work Site, both as defined in
Attachment A, in accordance with the specifications attached hereto as
Attachment B, the drawings identified in the list attached hereto as Attachment C,
and the Special Project Requirements attached hereto as Attachment D.
2. Permits. Except as otherwise provided in Attachment A, procure and furnish all
permits, licenses, and other governmental approvals and authorizations necessary
in connection therewith.
3. Bonds and Insurance. Procure and furnish all Bonds and all certificates of
insurance specified in this Contract.
4. Taxes. Pay all applicable federal, state, and local taxes.
5. Miscellaneous. Do all other things required of Contractor by this Contract,
including without limitation arranging for utility and other services needed for the
Work and for testing, including the installation of temporary utility lines, wiring,
switches, fixtures, hoses, connections, and meters, and providing sufficient
sanitary conveniences and shelters to accommodate all workers and all personnel
of Owner engaged in the Work.
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CONTRACT
6. Quality. Provide, perform, and complete all of the foregoing in a proper and
workmanlike manner, consistent with the highest standards of professional and
construction practices and in full compliance with, and as required by or pursuant
to, this Contract, and with the greatest economy, efficiency, and expedition
consistent therewith, with only new, undamaged and first quality equipment,
materials, and supplies.
1.2 Commencement and Completion Dates
Contractor must commence the Work not later than the "Commencement Date" set forth
on Attachment A and must diligently and continuously prosecute the Work at such a rate as will
allow the Work to be fully provided, performed, and completed in full compliance with this
Contract not later than the "Completion Date" set forth in Attachment A. The time of
commencement, rate of progress, and time of completion are referred to in this Contract as the
"Contract Time."
1.3 Required Submittals
A. Submittals Required. Contractor must submit to Owner all documents, data, and
information specifically required to be submitted by Contractor under this Contract and must, in
addition, submit to Owner all such drawings, specifications, descriptive information, and
engineering documents, data, and information as may be required, or as may be requested by
Owner, to show the details of the Work, including a complete description of all equipment,
materials, and supplies to be provided under this Contract ("Required Submittals"). Such details
must include, but are not limited to, design data, structural and operating features, principal
dimensions, space required or provided, clearances required or provided, type and brand of
finish, and all similar matters, for all components of the Work.
B. Number and Format. Contractor must provide three complete sets for each
Required Submittal. All Required Submittals must be prepared on white 8-1/2"x11"paper.
C. Time of Submission and Owner's Review. All Required Submittals must be
provided to Owner no later than the time, if any, specified in this Contract for their submission
or, if no time for submission is specified, in sufficient time, in Owner's sole opinion, to permit
Owner to review the same prior to the commencement of the part of the Work to which they
relate and prior to the purchase of any equipment, materials, or supplies that they describe.
Owner will have the right to require such corrections as may be necessary to make such
submittals conform to this Contract. All such submittals will, after final processing and review
with no exception noted by Owner, become a part of this Contract. No Work related to any
submittal may be performed by Contractor until Owner has completed review of such submittal
with no exception noted. Owner's review and stamping of any Required Submittal will be for
the sole purpose of examining the general management, design, and details of the proposed
Work, does not relieve Contractor of the entire responsibility for the performance of the Work in
full compliance with, and as required by or pursuant to this Contract, and may not be regarded as
any assumption of risk or liability by Owner.
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CONTRACT
D. Responsibility for Delay. Contractor is responsible for any delay in the Work due
to delay in providing Required Submittals conforming to this Contract.
1.4 Review and Interpretation of Contract Provisions
Contractor represents and warrants that it has carefully reviewed this Contract, including
all of its Attachments, and the drawings identified in Attachment C, all of which are by this
reference incorporated into and made a part of this Contract. Contractor must, at no increase in
the Contract Price, provide workmanship, equipment, materials, and supplies that fully conform
to this Contract. Whenever any equipment, materials or supplies are specified or described in
this Contract by using the name or other identifying feature of a proprietary product or the name
or other identifying feature of a particular manufacturer or vendor, the specific item mentioned is
understood as establishing the type, function and quality desired. Other manufacturers' or
vendors' products may be accepted, provided that the products proposed are equivalent in
substance and function to those named as determined by Owner in its sole and absolute
discretion.
Contractor must promptly notify Owner of any discrepancy, error, omission, ambiguity,
or conflict among any of the provisions of this Contract before proceeding with any Work
affected thereby. If Contractor fails to give such notice to Owner, then the subsequent decision
of Owner as to which provision of this Contract governs is final, and any corrective work
required does not entitle Contractor to any damages, to any compensation in excess of the
Contract Price, or to any delay or extension of the Contract Time.
When the equipment, materials, or supplies furnished by Contractor cannot be installed as
specified in this Contract, Contractor must, without any increase in the Contract Price, make all
modifications required to properly install the equipment, materials, or supplies. Any such
modification is subject to the prior review and consent of Owner.
1.5 Conditions at the Work Site; Record Drawings
Contractor represents and warrants that it has had a sufficient opportunity to conduct a
thorough investigation of the Work Site and the surrounding area and has completed such
investigation to its satisfaction. Contractor will have no claim for damages, for compensation in
excess of the Contract Price, or for a delay or extension of the Contract Time based upon
conditions found at, or in the vicinity of, the Work Site. When information pertaining to
subsurface, underground or other concealed conditions, soils analysis, borings, test pits, utility
locations or conditions, buried structures, condition of existing structures, and other
investigations is or has been provided by Owner, or is or has been otherwise made available to
Contractor by Owner, such information is or has been provided or made available solely for the
convenience of Contractor and is not part of this Contract. Owner assumes no responsibility
whatever in respect to the sufficiency or accuracy of such information, and there is no guaranty
or warranty, either expressed or implied, that the conditions indicated are representative of those
existing throughout the Work or the Work Site, or that the conditions indicated are representative
of those existing at any particular location, or that the conditions indicated may not change, or
that unanticipated conditions may not be present.
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CONTRACT
Contractor is solely responsible for locating all existing underground installations by
prospecting no later than two workdays prior to any scheduled excavation or trenching,
whichever is earlier. Contractor must check all dimensions, elevations, and quantities indicated
in this Contract within the same time period as set forth above for prospecting underground
installations. Contractor must lay out the Work in accordance with this Contract and must
establish and maintain such locations, lines and levels. Wherever pre-existing work is
encountered, Contractor must verify and be responsible for dimensions and location of such pre-
existing work. Contractor must notify Owner of any discrepancy between the dimensions,
elevations and quantities indicated in this Contract and the conditions of the Work Site or any
other errors, omissions or discrepancies which Contract may discover during such inspections.
Full instructions will be furnished by Owner should such error, omission, or discrepancy be
discovered, and Contractor must carry out such instructions as if originally specified and without
any increase in Contract Price.
Before Final Acceptance of the Work, Contractor must submit to Owner two sets of
Drawings of Record, unless a greater number is specified elsewhere in this Contract, indicating
all field deviations from Attachment B or the drawings identified in Attachment C.
1.6 Technical Ability to Perform
Contractor represents and warrants that it is sufficiently experienced and competent, and
has the necessary capital, facilities, plant, organization, and staff, to provide, perform and
complete the Work in full compliance with, and as required by or pursuant to, this Contract.
1.7 Financial Ability to Perform
Contractor represents and warrants that it is financially solvent, and Contractor has the
financial resources necessary to provide, perform and complete the Work in full compliance
with, and as required by or pursuant to, this Contract.
1.8 Time
Contractor represents and warrants that it is ready, willing, able and prepared to begin the
Work on the Commencement Date and that the Contract Time is sufficient time to permit
completion of the Work in full compliance with, and as required by or pursuant to, this Contract
for the Contract Price, all with due regard to all natural and man-made conditions that may affect
the Work or the Work Site and all difficulties, hindrances, and delays that may be incident to the
Work.
1.9 Safety at the Work Site
Contractor is solely and completely responsible for providing and maintaining safe
conditions at the Work Site, including the safety of all persons and property during performance
of the Work. This requirement applies continuously and is not limited to normal working hours.
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CONTRACT
Contractor must take all safety precautions as necessary to comply with all applicable laws and
to prevent injury to persons and damage to property.
Contractor must conduct all of its operations without interruption or interference with
vehicular and pedestrian traffic on public and private rights-of-way, unless it has obtained
permits therefor from the proper authorities. If any public or private right-of-way are rendered
unsafe by Contractor's operations, Contractor must make such repairs or provide such temporary
ways or guards as are acceptable to the proper authorities.
1.10 Cleanliness of the Work Site and Environs
Contractor must keep the Work Site and adjacent areas clean at all times during
performance of the Work and must, upon completion of the Work, leave the Work Site and
adjacent areas in a clean and orderly condition.
1.11 Damage to the Work, the Work Site, and Other Property
The Work and everything pertaining thereto is provided, performed, completed, and
maintained at the sole risk and cost of Contractor from the Commencement Date until Final
Payment. Contractor is fully responsible for the protection of all public and private property and
all persons. Without limiting the foregoing, Contractor must, at its own cost and expense,
provide all permanent and temporary shoring, anchoring and bracing required by the nature of
the Work in order to make all parts absolutely stable and rigid, even when such shoring,
anchoring and bracing is not explicitly specified, and support and protect all buildings, bridges,
roadways, conduits, wires, water pipes, gas pipes, sewers, pavements, curbs, sidewalks, fixtures
and landscaping of all kinds and all other public or private property that may be encountered or
endangered in providing, performing and completing the Work. Contractor will have no claim
against Owner because of any damage or loss to the Work or to Contractor's equipment,
materials, or supplies from any cause whatsoever, including damage or loss due to simultaneous
work by others. Contractor must, promptly and without charge to Owner, repair or replace, to
the satisfaction of Owner, any damage done to, and any loss suffered by, the Work and any
damage done to, and any loss suffered by, the Work Site or other property as a result of the
Work. Notwithstanding any other provision of this Contract, Contractor's obligations under this
Section exist without regard to, and may not be construed to be waived by, the availability or
unavailability of any insurance, either of Owner or Contractor, to indemnify, hold harmless, or
reimburse Contractor for the cost of any repair or replacement work required by this Section.
1.12 Subcontractors and Suppliers
A. Approval and Use of Subcontractors and Suppliers. Contractor must perform the
Work with its own personnel and under the management, supervision, and control of its own
organization unless otherwise approved by Owner in writing. All subcontractors, suppliers, and
subcontracts used by Contractor must be acceptable to, and approved in advance by, Owner.
Owner's approval of any subcontractor, supplier, and subcontract does not relieve Contractor of
full responsibility and liability for the provision, performance, and completion of the Work in
full compliance with, and as required by or pursuant to, this Contract. All Work performed
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CONTRACT
under any subcontract is subject to all of the provisions of this Contract in the same manner as if
performed by employees of Contractor. Every reference in this Contract to "Contractor" is
deemed also to refer to all subcontractors and suppliers of Contractor. Every subcontract must
include a provision binding the subcontractor or supplier to all provisions of this Contract.
B. Removal of Subcontractors and Suppliers. If any subcontractor or supplier fails
to perform the part of the Work undertaken by it in a manner satisfactory to Owner, Contractor
must immediately upon notice from Owner terminate such subcontractor or supplier. Contractor
will have no claim for damages, for compensation in excess of the Contract Price, or fora delay
or extension of the Contract Time as a result of any such termination.
1.13 Simultaneous Work By Others
Owner has the right to perform or have performed such other work as Owner may desire
in, about, or near the Work Site during the performance of the Work by Contractor. Contractor
must make every reasonable effort to perform the Work in such manner as to enable both the
Work and such other work to be completed without hindrance or interference from each other.
Contractor must afford Owner and other contractors reasonable opportunity for the execution of
such other work and must properly coordinate the Work with such other work.
1.14 Occupancy Prior to Final Payment
Owner will have the right, at its election, to occupy, use, or place in service any part of
the Work prior to Final Payment. Such occupancy, use, or placement in service must be
conducted in such manner as not to damage any of the Work or to unreasonably interfere with
the progress of the Work. No such occupancy, use, or placement in service may be construed as
an acceptance of any of the Work or a release or satisfaction of Contractor's duty to insure and
protect the Work, nor may it, unless conducted in an unreasonable manner, be considered as an
interference with Contractor's provision, performance, or completion of the Work.
1.15 Owner's Right to Terminate or Suspend Work for Convenience
A. Termination or Suspension for Convenience. Owner has the right, for its
convenience, to terminate or suspend the Work in whole or in part at any time by written notice
to Contractor. Every such notice must state the extent and effective date of such termination or
suspension. On such effective date, Contractor must, as and to the extent directed, stop Work
under this Contract, cease all placement of further orders or subcontracts, terminate or suspend
Work under existing orders and subcontracts, cancel any outstanding orders or subcontracts that
may be cancelled, and take any action necessary to protect any property in its possession in
which Owner has or may acquire any interest and to dispose of such property in such manner as
may be directed by Owner.
B. Payment for Completed Work. In the event of any termination pursuant to
Subsection 1.15A above, Owner must pay Contractor (1) such direct costs, excluding overhead,
as Contractor has paid or incurred for all Work done in compliance with, and as required by or
pursuant to, this Contract up to the effective date of termination together with ten percent of such
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CONTRACT
costs for overhead and profit; and (2) such other costs pertaining to the Work, exclusive of
overhead and profit, as Contractor may have reasonably and necessarily incurred as the result of
such termination. Any such payment may be offset by any prior payment or payments and is
subject to Owner's rights to withhold and deduct as provided in this Contract.
ARTICLE II: CHANGES AND DELAYS
2.1 Changes
Owner has the right, by written order executed by Owner, to make changes in the
Contract, the Work, the Work Site, and the Contract Time ("Change Order"). If any Change
Order causes an increase or decrease in the amount of the Work, an equitable adjustment in the
Contract Price or Contract Time may be made. All claims by Contractor for an equitable
adjustment in either the Contract Price or the Contract Time must be made within two business
days following receipt of such Change Order, and may, if not made prior to such time, be
conclusively deemed to have been waived. No decrease in the amount of the Work caused by
any Change Order will entitle Contractor to make any claim for damages, anticipated profits, or
other compensation.
2.2 Delays
A. Extensions for Unavoidable Delays. For any delay that may result from causes
that could not be avoided or controlled by Contractor, Contractor must, upon timely written
application, be entitled to issuance of a Change Order providing for an extension of the Contract
Time for a period of time equal to the delay resulting from such unavoidable cause. No
extension of the Contract Time will be allowed for any other delay in completion of the Work.
B. No Compensation for Delays. No payment, compensation, damages, or
adjustment of any kind, other than the extension of the Contract Time provided in Subsection
2.2A above, may be made to, or claimed by, Contractor because of hindrances or delays from
any cause in the commencement, prosecution, or completion of the Work, whether caused by
Owner or any other party and whether avoidable or unavoidable.
ARTICLE III: CONTRACTOR'S RESPONSIBILITY FOR
DEFECTIVE WORK
3.1 Inspection; Testing; Correction of Defects
A. Inspection. Until Final Payment, all parts of the Work are subject to inspection
and testing by Owner or its designated representatives. Contractor must furnish, at its own
expense, all reasonable access, assistance, and facilities required by Owner for such inspection
and testing.
B. Re-Inspection. Re-inspection and re-testing of any Work may be ordered by
Owner at any time, and, if so ordered, any covered or closed Work must be uncovered or opened
by Contractor. If the Work is found to be in full compliance with this Contract, then Owner must
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CONTRACT
pay the cost of uncovering, opening, re-inspecting, or re-testing, as the case may be. If such
Work is not in full compliance with this Contract, then Contractor must pay such cost.
C. Correction. Until Final Payment, Contractor must, promptly and without charge,
repair, correct, or replace all or any part of the Work that is defective, damaged, flawed, or
unsuitable or that in any way fails to conform strictly to the requirements of this Contract.
3.2 Warranty of Work
A. Scope of Warranty. Contractor warrants that the Work and all of its components
will be free from defects and flaws in design, workmanship, and materials; must strictly conform
to the requirements of this Contract; and will be fit, sufficient, and suitable for the purposes
expressed in, or reasonably inferred from, this Contract. The warranty herein expressed is in
addition to any other warranties expressed in this Contract, or expressed or implied by law,
which are hereby reserved unto Owner.
B. Repairs; Extension of Warranty. Contractor, promptly and without charge, must
correct any failure to fulfill the above warranty that may be discovered or develop at any time
within one year after Final Payment or such longer period as may be prescribed in Attachment B
or Attachment D to this Contract or by law. The above warranty may be extended automatically
to cover all repaired and replacement parts and labor provided or performed under such warranty
and Contractor's obligation to correct Work may be extended for a period of one year from the
date of such repair or replacement. The time period established in this Subsection 3.213 relates
only to the specific obligation of Contractor to correct Work and may not be construed to
establish a period of limitation with respect to other obligations that Contractor has under this
Contract.
C. Subcontractor and Supplier Warranties. Whenever Attachment B or Attachment
D requires a subcontractor or supplier to provide a guaranty or warranty, Contractor is solely
responsible for obtaining said guaranty or warranty in form satisfactory to Owner and assigning
said warranty or guaranty to Owner. Acceptance of any assigned warranties or guaranties by
Owner is a precondition to Final Payment and does not relieve Contractor of any of its guaranty
or warranty obligations under this Contract.
3.3 Owner's RiL-ht to Correct
If, within two business days after Owner gives Contractor notice of any defect, damage,
flaw, unsuitability, nonconformity, or failure to meet warranty subject to correction by
Contractor pursuant to Section 3.1 or Section 3.2 of this Contract, Contractor neglects to make,
or undertake with due diligence to make, the necessary corrections, then Owner is entitled to
make, either with its own forces or with contract forces, the corrections and to recover from
Contractor all resulting costs, expenses, losses; or damages, including attorneys' fees and
administrative expenses.
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CONTRACT
ARTICLE IV: FINANCIAL ASSURANCES
4.1 Bonds
Contemporaneous with Contractor's execution of this Contract, Contractor must provide
a Performance Bond and a Labor and Material Payment Bond, on forms provided by, or
otherwise acceptable to, Owner, from a surety company licensed to do business in the State of
Illinois with a general rating of A and a financial size category of Class X or better in Best's
Insurance Guide, each in the penal sum of the Contract Price ("Bonds"). Contractor, at all times
while providing, performing, or completing the Work, including, without limitation, at all times
while correcting any failure to meet warranty pursuant to Section 3.2 of this Contract, must
maintain and keep in force, at Contractor's expense, the Bonds required hereunder.
4.2 Insurance
Contractor hereby agrees and will, at its expense, carry insurance pursuant to the terms,
conditions, and coverages set forth in Attachment A.
4.3 Indemnification
Contractor hereby agrees to and will indemnify and save harmless Owner and all of it
elected officials, officers, employees, attorneys, agents, and representatives against any and all
lawsuits, claims, demands, damages, liabilities, losses, and expenses, including attorneys' fees
and administrative expenses, that may arise, or be alleged to have arisen, out of or in connection
with Contractor's performance of, or failure to perform, the Work or any part thereof, whether or
not due or claimed to be due in whole or in part to the active, passive, or concurrent negligence
or fault of Contractor, except to the extent caused solely by the negligence of Owner.
ARTICLE V: PAYMENT
5.1 Contract Price
Owner must pay to Contractor, in accordance with and subject to the terms and
conditions set forth in this Article V and Attachment A, and Contractor must accept in full
satisfaction for providing, performing, and completing the Work, the amount or amounts set
forth in Attachment A (the "Contract Price"), subject to any additions, deductions, or
withholdings provided for in this Contract.
5.2 Taxes and Benefits
Owner is exempt from and will not be responsible to pay, or reimburse Contractor for,
any state or local sales, use, or excise taxes. The Contract Price includes all other applicable
federal, state, and local taxes of every kind and nature applicable to the Work as well as all taxes,
contributions, and premiums for unemployment insurance, old age or retirement benefits,
pensions, annuities, or other similar benefits. All claim or right to claim additional compensation
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by reason of the payment of any such tax, contribution, or premium is hereby waived and
released by Contractor.
5.3 Progress Payments
A. Payment in Installments. The Contract Price must be paid in monthly
installments in the manner set forth in Attachment A ("Progress Payments").
B. Pay Requests. The Village of Oak Brook authorizes the payment of invoices on
the second and fourth Tuesday of the month. For consideration on one of these dates, payment
request must be received no later than fourteen(14) days prior to the second or fourth Tuesday of
the month. Each Pay Request must include (a) Contractor's certification of the value of, and
partial or final waivers of lien covering, all Work for which payment is then requested and
(b) Contractor's certification that all prior Progress Payments have been properly applied to the
payment or reimbursement of the costs with respect to which they were paid.
C. Work Entire. This Contract and the Work are entire and the Work as a whole is
of the essence of this Contract. Notwithstanding any other provision of this Contract, each and
every part of this Contract and of the Work are interdependent and common to one another and
to Owner's obligation to pay all or any part of the Contract Price or any other consideration for
the Work. Any and all Progress Payments made pursuant to this Article are provided merely for
the convenience of Contractor and for no other purpose.
5.4 Final Acceptance and Final Payment
A. Notice of Completion. When the Work has been completed and is ready in all
respects for acceptance by Owner, Contractor must notify Owner and request a final inspection
("Notice of Completion"). Contractor's Notice of Completion must be given sufficiently in
advance of the Completion Date to allow for scheduling of the final inspection and for
completion or correction before the Completion Date of any items identified by such inspection
as being defective, damaged, flawed, unsuitable, nonconforming, incomplete, or otherwise not in
full compliance with, or as required by or pursuant to, this Contract ("Punch List Work,').
B. Punch List and Final Acce tU ance. The Work may be finally accepted when, and
only when, the whole and all parts thereof have been completed to the satisfaction of Owner in
full compliance with, and as required by or pursuant to, this Contract. Upon receipt of
Contractor's Notice of Completion, Owner must make a review of the Work and notify
Contractor in writing of all Punch List Work, if any, to be completed or corrected. Following
Contractor's completion or correction of all Punch List Work, Owner must make another review
of the Work and prepare and deliver to Contractor either a written notice of additional Punch List
Work to be completed or corrected or a written notice of final acceptance of the Work ("Final
Acceptance").
C. Final Payment. As soon as practicable after Final Acceptance, Contractor must
submit to Owner a properly completed final Pay Request in the form provided by Owner ("Final
Pay Request"). Owner must pay to Contractor the balance of the Contract Price, after deducting
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therefrom all charges against Contractor as provided for in this Contract ("Final Payment").
Final Payment must be made not later than 60 days after Owner approves the Final Pay Request.
The acceptance by Contractor of Final Payment will operate as a full and complete release of
Owner of and from any and all lawsuits, claims, demands, damages, liabilities, losses, and
expenses of, by, or to Contractor for anything done, furnished for, arising out of, relating to, or in
connection with the Work or for or on account of any act or neglect of Owner arising out of,
relating to, or in connection with the Work.
5.5 Liens
A. Title. Nothing in this Contract may be construed as vesting in Contractor any
right of property in any equipment, materials, supplies, and other items provided under this
Contract after they have been installed in, incorporated into, attached to, or affixed to, the Work
or the Work Site. All such equipment, materials, supplies, and other items will, upon being so
installed, incorporated, attached or affixed, become the property of Owner, but such title will not
release Contractor from its duty to insure and protect the Work in accordance with the
requirements of this Contract.
B. Waivers of Lien. Contractor must, from time to time at Owner's request and in
any event prior to Final Payment, furnish to Owner such receipts, releases, affidavits, certificates,
and other evidence as may be necessary to establish, to the reasonable satisfaction of Owner, that
no lien against the Work or the public funds held by Owner exists in favor of any person
whatsoever for or by reason of any equipment, material, supplies, or other item furnished, labor
performed, or other thing done in connection with the Work or this Contract ("Lien") and that no
right to file any Lien exists in favor of any person whatsoever.
C. Removal of Liens. If at any time any notice of any Lien is filed, then Contractor
must, promptly and without charge, discharge, remove, or otherwise dispose of such Lien. Until
such discharge, removal, or disposition, Qwner will have the right to retain from any money
payable hereunder an amount that Owner, in its sole judgment, deems necessary to satisfy such
Lien and to pay the costs and expenses, including attorneys' fees and administrative expenses, of
any actions brought in connection therewith or by reason thereof.
D. Protection of Owner Only. This Section does not operate to relieve Contractor's
surety or sureties from any of their obligations under the Bonds, nor may it be deemed to vest
any right, interest, or entitlement in any subcontractor or supplier. Owner's retention of funds
pursuant to this Section is deemed solely for the protection of its own interests pending removal
of such Liens by Contractor, and Owner will have no obligation to apply such funds to such
removal but may, nevertheless, do so where Owner's interests would thereby be served.
5.6 Deductions
A. Owner's Right to Withhold. Notwithstanding any other provision of this Contract
and without prejudice to any of Owner's other rights or remedies, Owner will have the right at
any time or times, whether before or after approval of any Pay Request, to deduct and withhold
from any Progress or Final Payment that may be or become due under this Contract such amount
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as may reasonably appear necessary to compensate Owner for any actual or prospective loss due
to: (1) Work that is defective, damaged, flawed, unsuitable, nonconforming, or incomplete;
(2) damage for which Contractor is liable under this Contract; (3) state or local sales, use, or
excise taxes from which Owner is exempt; (4) Liens or claims of Lien regardless of merit;
(5) claims of subcontractors, suppliers, or other persons regardless of merit; (6) delay in the
progress or completion of the Work; (7) inability of Contractor to complete the Work; (8) failure
of Contractor to properly complete or document any Pay Request; (9) any other failure of
Contractor to perform any of its obligations under this Contract; or (10)the cost to Owner,
including attorneys' fees and administrative costs, of correcting any of the aforesaid matters or
exercising any one or more of Owner's remedies set forth in Section 6.3 of this Contract.
B. Use of Withheld Funds. Owner is entitled to retain any and all amounts withheld
pursuant to Subsection 5.6A above until Contractor has either performed the obligations in
question or furnished security for such performance satisfactory to Owner. Owner is entitled to
apply any money withheld or any other money due Contractor under this Contract to reimburse
itself for any and all costs, expenses, losses, damages, liabilities, suits, judgments, awards,
attorneys' fees and administrative expenses incurred, suffered, or sustained by Owner and
chargeable to Contractor under this Contract.
ARTICLE VI: DISPUTES AND REMEDIES
6.1 Dispute Resolution Procedure
A. Notice of Disputes and Objections. If Contractor disputes or objects to any
requirement, direction, instruction, interpretation, determination, or decision of Owner,
Contractor may notify Owner in writing of its dispute or objection and of the amount of any
equitable adjustment to the Contract Price or Contract Time to which Contractor claims it will be
entitled as a result thereof; provided, however, that Contractor must, nevertheless, proceed
without delay to perform the Work as required, directed, instructed, interpreted, determined, or
decided by Owner, without regard to such dispute or objection. Unless Contractor so notifies
Owner within two business days after receipt of such requirement, direction, instruction,
interpretation, determination, or decision, Contractor is conclusively deemed to have waived all
such disputes or objections and all claims based thereon.
B. Negotiation of Disputes and Objections. To avoid and settle without litigation
any such dispute or objection, Owner and Contractor agree to engage in good faith negotiations.
Within three business days after Owner's receipt of Contractor's written notice of dispute or
objection, a conference between Owner and Contractor will be held to resolve the dispute.
Within three business days after the end of the conference, Owner must render its final decision,
in writing, to Contractor. If Contractor objects to the final decision of Owner, then it must,
within three business days, give Owner notice thereof and, in such notice, must state its final
demand for settlement of the dispute. Unless Contractor so notifies Owner, Contractor will be
conclusively deemed (1) to have agreed to and accepted Owner's final decision and (2) to have
waived all claims based on such final decision.
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6.2 Contractor's Remedies
If Owner fails or refuses to satisfy a final demand made by Contractor pursuant to
Section 6.1 of this Contract, or to otherwise resolve the dispute which is the subject of such
demand to the satisfaction of Contractor, within 10 days after receipt of such demand, then
Contractor will be entitled to pursue such remedies, not inconsistent with the provisions of this
Contract, as it may have in law or equity.
6.3 Owner's Remedies
If it should appear at any time prior to Final Payment that Contractor has failed or refused
to prosecute, or has delayed in the prosecution of, the Work with diligence at a rate that assures
completion of the Work in full compliance with the requirements of this Contract on or before
the Completion Date, or has attempted to assign this Contract or Contractor's rights under this
Contract, either in whole or in part, or has falsely made any representation or warranty in this
Contract, or has otherwise failed, refused, or delayed to perform or satisfy any other requirement
bf this Contract or has failed to pay its debts as they come due ("Event of Default"), and has
failed to cure any such Event of Default within five business days after Contractor's receipt of
written notice of such Event of Default, then Owner will have the right, at its election and
without prejudice to any other remedies provided by law or equity, to pursue any one or more of
the following remedies:
1. Owner may require Contractor, within such reasonable time as may be fixed by
Owner, to complete or correct all or any part of the Work that is defective,
damaged, flawed, unsuitable, nonconforming, or incomplete; to remove from the
Work Site any such Work; to accelerate all or any part of the Work; and to take
any or all other action necessary to bring Contractor and the Work into strict
compliance with this Contract.
2. Owner may perform or have performed all Work necessary for the
accomplishment of the results stated in Paragraph 1 above and withhold or
recover from Contractor all the cost and expense, including attorneys' fees and
administrative costs, incurred by Owner in connection therewith.
3. Owner may accept the defective, damaged, flawed, unsuitable, nonconforming,
incomplete, or dilatory Work or part thereof and make an equitable reduction in
the Contract Price.
4. Owner may terminate this Contract without liability for further payment of
amounts due or to become due under this Contract.
5. Owner may, without terminating this Contract, terminate Contractor's rights
under this Contract and, for the purpose of completing or correcting the Work,
evict Contractor and take possession of all equipment, materials, supplies, tools,
appliances, plans, specifications, schedules, manuals, drawings, and other papers
relating to the Work, whether at the Work Site or elsewhere, and either complete
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or correct the Work with its own forces or contracted forces, all at Contractor's
expense.
6. Upon any termination of this Contract or of Contractor's rights under this
Contract, and at Owner's option exercised in writing, any or all subcontracts and
supplier contracts of Contractor will be deemed to be assigned to Owner without
any further action being required, but Owner may not thereby assume any
obligation for payments due under such subcontracts and supplier contracts for
any Work provided or performed prior to such assignment.
7. Owner may withhold from any Progress Payment or Final Payment, whether or
not previously approved, or may recover from Contractor, any and all costs,
including attorneys' fees and administrative expenses, incurred by Owner as the
result of any Event of Default or as a result of actions taken by Owner in response
to any Event of Default.
8. Owner may recover any damages suffered by Owner.
6.4 Owner's Additional Remedy for Delay
If the Work is not completed by Contractor, in full compliance with, and as required by
or pursuant to, this Contract, within the Contract Time as such time may be extended by Change
Order, then Owner may invoke its remedies under Section 6.3 of this Contract or may, in the
exercise of its sole and absolute discretion, permit Contractor to complete the Work but charge to
Contractor, and deduct from any Progress or Final Payments, whether or not previously
approved, administrative expenses and costs for each day completion of the Work is delayed
beyond the Completion Date, computed on the basis of the "Per Diem Administrative Charge"
set forth in Attachment A, as well as any additional damages caused by such delay.
6.5 Terminations and Suspensions Deemed for Convenience
Any termination or suspension of Contractor's rights under this Contract for an alleged
default that is ultimately held unjustified will automatically be deemed to be a termination or
suspension for the convenience of Owner under Section 1.15 of this Contract.
ARTICLE VII: LEGAL RELATIONSHIPS
AND REQUIREMENTS
7.1 Binding Effect
This Contract is binding on Owner and Contractor and on their respective heirs,
executors, administrators, personal representatives, and permitted successors and assigns. Every
reference in this Contract to a party is deemed to be a reference to the authorized officers,
employees, agents, and representatives of such party.
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7.2 Relationship of the Parties
Contractor will act as an independent contractor in providing and performing the Work.
Nothing in, nor done pursuant to, this Contract may be construed (1)to create the relationship of
principal and agent, partners, or joint venturers between Owner and Contractor or (2) except as
provided in Paragraph 6.3(6) above, to create any relationship between Owner and any
subcontractor or supplier of Contractor.
7.3 No Collusion/Prohibited Interests
Contractor hereby represents that the only persons, firms, or corporations interested in
this Contract as principals are those disclosed to Owner prior to the execution of this Contract,
and that this Contract is made without collusion with any other person, firm, or corporation. If at
any time it is found that Contractor has, in procuring this Contract, colluded with any other
person, firm, or corporation, then Contractor will be liable to Owner for all loss or damage that
Owner may suffer thereby, and this Contract will, at Owner's option, be null and void.
Contractor hereby represents and warrants that neither Contractor nor any person
affiliated with Contractor or that has an economic interest in Contractor or that has or will have
an interest in the Work or will participate, in any manner. whatsoever, in the Work is acting,
directly or indirectly, for or on behalf of any person, group, entity or nation named by the United
States Treasury Department as a Specially Designated National and Blocked Person, or for or on
behalf of any person, group, entity or nation designated in Presidential Executive Order 13224 as
a person who commits, threatens to commit, or supports terrorism, and neither Contractor nor
any person affiliated with Contractor or that has an economic interest in Contractor or that has or
will have an interest in the Work or will participate, in any manner whatsoever, in the Work is,
directly or indirectly, engaged in, or facilitating, the Work on behalf of any such person, group,
entity or nation.
7.4 Assignment
Contractor may not (1) assign this Contract in whole or in part, (2) assign any of
Contractor's rights or obligations under this Contract, or (3) assign any payment due or to
become due under this Contract without the prior express written approval of Owner, which
approval may be withheld in the sole and unfettered discretion of Owner; provided, however,
that Owner's prior written approval will not be required for assignments of accounts, as defined
in the Illinois Commercial Code, if to do so would violate Section 9-318 of the Illinois
Commercial Code, 810 ILCS 5/9-318. Owner may assign this Contract, in whole or in part, or
any or all of its rights or obligations under this Contract, without the consent of Contractor.
7.5 Confidential Information
All information supplied by Owner to Contractor for or in connection with this Contract
or the Work must be held confidential by Contractor and may not, without the prior express
written consent of Owner, be used for any purpose other than performance of the Work.
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7.6 No Waiver
No examination, inspection, investigation, test, measurement, review, determination,
decision, certificate, or approval by Owner, nor any order by Owner for the payment of money,
nor any payment for, or use, occupancy, possession, or acceptance of, the whole or any part of
the Work by Owner, nor any extension of time granted by Owner, nor any delay by Owner in
exercising any right under this Contract, nor any other.act or omission of Owner may constitute
or be deemed to be an acceptance of any defective, damaged, flawed, unsuitable, nonconforming
or incomplete Work, equipment, materials, or supplies, nor operate to waive or otherwise
diminish the effect of any warranty or representation made by Contractor; or of any requirement
or provision of this Contract; or of any remedy, power, or right of Owner.
7.7 No Third Party Beneficiaries
No claim as a third parry beneficiary under this Contract by any person, firm, or
corporation other than Contractor may be made or be valid against Owner.
7.8 Notices
All notices required or permitted to be given under this Contract must be in writing and
are deemed received by the addressee thereof when delivered in person on a business day at the
address set forth below or on the third business day after being deposited in any main or branch
United States post office, for delivery at the address set forth below by properly addressed,
postage prepaid, certified or registered mail, return receipt requested.
Notices and communications to Owner must be addressed to, and delivered at, the
following address:
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, Illinois 60523
Attention: Doug Patchin, Public Works Director
Notices and communications to Contractor must be addressed to, and delivered at, the
following address:
Oak Brook Mechanical Services, Inc.
961 S. Route 83
Elmhurst, Illinois 60126
Attention: Mark Sullivan
The foregoing may not be deemed to preclude the use of other non-oral means of
notification or to invalidate any notice properly given by any such other non-oral means.
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CONTRACT
By notice complying with the requirements of this Section, Owner and Contractor each
have the right to change the address or addressee or both for all future notices to it, but no notice
of a change of address is effective until actually received.
7.9 Governing Laws
This Contract and the rights of Owner and Contractor under this Contract will be
interpreted according to the internal laws, but not the conflict of laws rules, of the State of
Illinois; venue for any action related to this Contract will be in the Circuit Court of DuPage
County, Illinois.
7.10 Changes in Laws
Unless otherwise explicitly provided in this Contract, any reference to laws includes such
laws as they may be amended or modified from time to time.
7.11 Compliance with Laws
A. Compliance Required. Contractor must give all notices, pay all fees, and take all
other action that may be necessary to ensure that the Work is provided, performed, and
completed in accordance with all required governmental permits, licenses or other approvals and
authorizations that may be required in connection with providing, performing, and completing
the Work, and with all applicable statutes, ordinances, rules, and regulations, including without
limitation the Illinois Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (see Subsection C of this
Section) (a copy of the prevailing rate of wages ascertained by the Illinois Department of Labor,
in effect as of the date of this Contract, has been attached as an Appendix to this Contract; if the
Illinois Department of Labor revises the prevailing rate of hourly wages to be paid, the revised
rate applies to this Contract); any other applicable prevailing wage laws; the Fair Labor
Standards Act; any statutes regarding qualification to do business; any statutes requiring
preference to laborers of specified classes; the Illinois Steel Products Procurement Act, 30 ILCS
565/1 et seq.; any statutes prohibiting discrimination because of, or requiring affirmative action
based on, race, creed, color, national origin, age, sex, or other prohibited classification,
including, without limitation, the Americans with Disabilities Act of 1990, 42 U.S.C. §§ 12101
et seq., the Illinois Human Rights Act, 775 ILCS 5/1-101 et seq., and the Public Works
Discrimination Act, 775 ILCS 10/0.01 et seq.; and any statutes regarding safety or the
performance of the Work, including the Illinois Underground Utility Facilities Damage
Prevention Act, 220 ILCS 5011 et seq., and the Occupational Safety and Health Act of 1970, 29
U.S.C. §§ 651 et seq.
B. Liability for Fines, Penalties. Contractor is solely liable for any fines or civil
penalties that are imposed by any governmental or quasi-governmental agency or body that may
arise, or be alleged to have arisen, out of or in connection with Contractor's, or its
subcontractors' or suppliers', performance of, or failure to perform, the Work or any part thereof.
C. Prevailing Wage Act. Contractor and each subcontractor, in order to comply with
the Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (the "Act"), must submit to the Village a
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certified payroll on a monthly basis, in accordance with Section 5 of the Act. The certified
payroll must consist of a complete copy of those records required to be made and kept by the
Act. The certified payroll must be accompanied by a statement signed by the contractor or
subcontractor that certifies that (1) such records are true and accurate, (2) the hourly rate paid is
not less than the general prevailing rate of hourly wages required by the Act, and (3) the
contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false
is a Class B misdemeanor. Contractor may rely on the certification of a subcontractor, provided
that Contractor does not knowingly rely on a subcontractor's false certification. On two business
days' notice, Contractor and each subcontractor must make available for inspection the records
required to be made and kept by the Act (i) to the Village and its officers and agents and to the
Director of the Illinois Department of Labor and his or her deputies and agents and (ii) at all
reasonable hours at a location within the State.
D. Required Provisions Deemed Inserted. Every provision of law required by law to
be inserted into this Contract is deemed to be inserted herein.
7.12 Compliance with Patents
A. Assumption of Costs, Royalties and Fees. Contractor will pay or cause to be paid
all costs, royalties, and fees arising from the use on, or the incorporation into, the Work, of
patented equipment, materials, supplies, tools, appliances, devices, processes, or inventions.
B. Effect of Contractor Being Enjoined. Should Contractor be enjoined from
furnishing or using any equipment, materials, supplies, tools, appliances, devices, processes, or
inventions supplied or required to be supplied or used under this Contract, Contractor must
promptly offer substitute equipment, materials, supplies, tools, appliances, devices, processes, or
inventions in lieu thereof, of equal efficiency, quality, suitability, and market value, for review
by Owner. If Owner should disapprove the offered substitutes and should elect, in lieu of a
substitution, to have supplied, and to retain and use, any such equipment, materials, supplies,
tools, appliances, devices, processes, or inventions as may by this Contract be required to be
supplied, Contractor must pay such royalties and secure such valid licenses as may be requisite
and necessary for Owner to use such equipment, materials, supplies, tools, appliances, devices,
processes, or inventions without being disturbed or in any way interfered with by any proceeding
in law or equity on account thereof. Should Contractor neglect or refuse to make any approved
substitution promptly, or to pay such royalties and secure such licenses as may be necessary,
then Owner will have the right to make such substitution, or Owner may pay such royalties and
secure such licenses and charge the cost thereof against any money due Contractor from Owner
or recover the amount thereof from Contractor and its surety or sureties notwithstanding that
Final Payment may have been made.
7.13 Time
The Contract Time is of the essence of this Contract. Except where otherwise stated,
references in this Contract to days is construed to refer to calendar days.
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7.14 Severabilitv
The provisions of this Contract will be interpreted when possible to sustain their legality
and enforceability as a whole. In the event any provision of this Contract is held invalid, illegal,
or unenforceable by a court of competent jurisdiction, in whole or in part, neither the validity of
the remaining part of such provision, nor the validity of any other provisions of this Contract will
be in any way affected thereby.
7.15 Entire Agreement
This Contract sets forth the entire agreement of Owner and Contractor with respect to the
accomplishment of the Work and the payment of the Contract Price therefor, and there are no
other understandings or agreements, oral or written, between Owner and Contractor with respect
to the Work and the compensation therefor.
7.16 Amendments
No modification, addition, deletion, revision, alteration or other change to this Contract is
effective unless and until such change is reduced to writing and executed and delivered by
Owner and Contractor.
[SIGNATURE PAGE FOLLOWS]
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—�IMM�
CONTRACT
IN WITNESS WHEREOF, Owner and Contractor have caused this Contract to be
executed by their properly authorized representatives in two original counterparts as of the
Effective Date.
VILLAGE OF OAK BRO
r
By: -
Name:
Title:
Attest:
By: �
Name:
Title:
OAK BROOK MEC NI SERVICES, INC.
By:
Name: Mark Sullivan
Title: President
Attest:
By: G
Name: John Sullivan
Title: Project Manager
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CONTRACTOR'S CERTIFICATION
STATE OF ILLINOIS )
SS
COUNTY OF Dunage )
CONTRACTOR'S CERTIFICATION
Oak Brook Mechanical Services,Inc/contractor's executing officerJ, being first duly
sworn on oath, deposes and states that all statements herein made are made on behalf of
Contractor, that this deponent is authorized to make them, and that the statements contained
herein are true and correct.
Contractor deposes, states, and certifies that Contractor is not barred from contracting
with a unit of state or local government as a result of(i) a violation of either Section 33E-3 or
Section 33E-4 of Article 33E of the Criminal Code of 1961, 720 ILCS 5/33E-1 et seq.; or (ii)
a violation of the USA Patriot Act of 2001, 107 Public Law 56 (October 26, 2001) (the
"Patriot Act") or other statutes, orders, rules, and regulations of the United States government
and its various executive departments, agencies and offices related to the subject matter of the
Patriot Act, including, but not limited to, Executive Order 13224 effective September 24,
2001.
DATED: December 23 , 20 16.
OAK BROOK M ICAL SERVICES, INC.
By:
Name: Mark Sullivan
Title: President
Attest:
By: �
Name: John Sullivan
Title: Project Manager
Subscribed and Sworn to before me on December 23 2016
My Commission expires: 6/18/2016
Notary Public
"OFFICIAL SEAL"
(SEAL) z GINA A CALCAGNO
Notary Public, State of Illinois
My Commission Expires 6/18/2018
VILLAGE OF OAK BROOK
FIRE STATION 94 HUMIDIFIER INSTALLATION
ATTACHMENT A
SUPPLEMENTAL SCHEDULE OF CONTRACT TERMS
[Check applicable boxes and insert required information.]
1. Proiect:
Provide and install all materials needed for the Fire Station 94 Humidifier Installation.
The general contractor shall provide and install all materials, unless noted otherwise.
The scope of work includes but is not necessarily limited to the following:
Provide installation of a new electrode steam humidifier and associated duct mounted
distributor and piping, provide water supply to new electrode steam humidifier, and
provide power for new electrode steam humidifier as shown on the drawings and
described herein.
2. Work Site:
1200 Oak Brook Road, Oak Brook, Illinois 60523.
3. Permits, Licenses, Approvals, and Authorizations:
Contractor must obtain all required governmental permits, licenses, approvals, and
authorizations.
4. Commencement Date:
Ten (10) days after execution of the Contract by Owner. Village anticipates work to
start on January 3, 2017.
5. Completion Date:
Substantially completed by March 7, 2017. The Completion Date will be subject to
equitable adjustment if the Commencement Date is delayed pursuant to Subsection
2.2A of the Contract.
6. Insurance Coverage:
Certificates of Insurance shall be presented to Owner within fifteen (15) days after the
receipt by the Contractor of the Notice of Award and the unexecuted contract, it being
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ATTACHMENT A
understood and agreed that the Owner will not approve and execute the Contract until
acceptable insurance certificates are received and approved by Owner.
Each contractor performing any work pursuant to a contract with Owner and each
permittee working under a permit as required pursuant to the provisions of Title 1 of
Chapter 8 of the Code of Ordinances of the Village of Oak Brook (hereinafter referred to
as "Insured") shall be required to carry such insurance as specified herein. Such contractor
and permittee shall procure and maintain for the duration of the contract or permit
insurance against claims for injuries to persons or damages to property which may arise
from or in connection with the performance of the work under the contract or permit,
either by the contractor, permittee, or their agents, representatives, employees or
subcontractors.
A contractor or permittee shall maintain insurance with limits no less than:
A. General Liability - $2,000,000 combined single limit per occurrence for bodily
injury, personal injury and property damage, provided that when the estimated cost
of the work in question does not exceed $25,000, the required limit shall be
$1,000,000;
B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident
for bodily injury and property damage;
C. Worker's Compensation and Employer's Liability - Worker's Compensation limits
as required by the Labor Code of the State of Illinois and Employer's Liability limits
of$1,000,000 per accident.
Any deductibles or self-insured retention must be declared to and approved by Owner. At
the option of Owner, either the insurer shall reduce or eliminate such deductible or self-
insured retention as respect to Owner, its officers, officials, employees and volunteers; or
the Insured shall procure a bond guaranteeing payment of losses and related investigations,
claim administration and defense expenses to the extent of such deductible or self-insured
retention.
The policies shall contain, or be endorsed to contain,the following provisions:
D. General Liability and Automobile Liability Coverage -
(1) The Owner, its officers, officials, employees and volunteers are to be covered
as additional insureds as respects: liability arising out of activities
performed by or on behalf of the Insured; premises owned, occupied or used
by the Insured. The coverage shall contain no special limitations on the scope
of protection afforded to the Owner, its officers, officials, employees,
volunteers, or agents.
(2) The Insured's insurance coverage shall be primary insurance as respect to the
-2-
ATTACHMENT A
Owner, its officers, officials, employees, volunteers and agents. Any
insurance or self-insurance maintained by the Owner, its officers, officials,
employees, volunteers or agents shall be in excess of the Insured's insurance
and shall not contribute with it.
(3) Any failure to comply with reporting provisions of the policies shall not
affect coverage provided to the Owner, its officers, officials, employees,
volunteers or agents.
(4) The Insured's insurance shall apply separately to each covered party against
whom claim is made or suit is brought except with respect to the limits of the
insurer's liability.
E. Worker's Compensation and Employer's Liability Coverage
The policy shall waive all rights of subrogation against the Owner, its
officers, officials, employees, volunteers and agents for losses arising from
work performed by the insured for the Owner.
Each insurance policy shall be endorsed to state that coverage shall not be suspended,
voided, canceled by either party, reduced in coverage or in limits except after thirty (30)
days prior written notice by certified mail has been given to Owner. Each insurance
policy shall name the Owner, its officers, officials and employees, volunteers and agents
as Additional Insureds. Insurance is to be placed with insurers with a Best's rating of no
less than A: VII.
Each Insured shall furnish the Owner with certificates of insurance and with original
endorsements effecting coverage required by this provision. The certificate and
endorsements for each insurance policy are to be signed by a person authorized by that
insurer to bind coverage on its behalf. The certificates and endorsements are to be on
forms approved by the Owner and shall be subject to approval by the Village Attorney
before work commences. The Owner reserves the right to require complete, certified
copies of all required insurance policies, at any time.
Each insured shall include all subcontractors as insureds under its policies or shall furnish
separate certificates and endorsements for each subcontractor. All coverages for
subcontractors shall be subject to all of the requirements stated herein.
D. Builders Risk Insurance. This insurance must be written in completed value
form, must protect Contractor and Owner against "all risks" of direct physical
loss to buildings, structures, equipment, and materials to be used in providing,
performing, and completing the Work, including without limitation fire
extended coverage, vandalism and malicious mischief, sprinkler leakage,
flood, earth movement and collapse, and must be designed for the
circumstances that may affect the Work.
-3-
ATTACHMENT A
This insurance must be written with limits not less than the insurable value of
the Work at completion. The insurable value must include the aggregate value
of Owner-furnished equipment and materials to be constructed or installed by
Contractor.
This insurance must include coverage while equipment or materials are in
warehouses, during installation, during testing, and after the Work is
completed, but prior to Final Payment. This insurance must include coverage
while Owner is occupying all or any part of the Work prior to Final Payment
without the need for the insurance company's consent.
❑ E. Owner's and Contractor's Protective Liability Insurance. Contractor, at its
sole cost and expense, must purchase this Insurance in the name of Owner with
a combined single limit for bodily injury and property damage of not less than
$1,000,000.
F. Umbrella Policy. The required coverage may be in the form of an umbrella
policy above $2,000,000 primary coverage. All umbrella policies must
provide excess coverage over underlying insurance on a following-form basis
so that, when any loss covered by the primary policy exceeds the limits under
the primary policy, the excess or umbrella policy becomes effective to cover
that loss.
❑ G. Deductible. Each policy must have a deductible or self-insured retention of not
more than $
H. Owner as Additional Insured. Owner must be named as an Additional Insured
on the following policies:
General Liability
The Additional Insured endorsement must identify Owner as follows:
The Village of Oak Brook and its boards, commissions, committees,
authorities, employees, agencies, officers, voluntary associations, and other
units operating under the jurisdiction and within the appointment of its budget.
L Other Parties as Additional Insureds. In addition to Owner, the following
parties must be named as additional insured on the following policies:
-4-
ATTACHMENT A
Additional Insured Policy or Policies
Kluber Architects & Engineers
7. Contract Price:
SCHEDULE OF PRICES
A. LUMP SUM CONTRACT
1. For providing,performing, and completing all Work, the total Contract Price of
(write in numbers):
$25.800.00
In words:Twenty Five Thousand Eight Hundred Dollars
8. Progress Payments:
A. General. Owner must pay to Contractor 90 percent of the Value of Work,
determined in the manner set forth below, installed and complete in place up to
the day before the Pay Request, less the aggregate of all previous Progress
Payments. The total amount of Progress Payments made prior to Final
Acceptance by Owner may not exceed 90 percent of the Contract Price.
B. Value of Work. The Value of the Work will be determined as follows:
(1) Lump Sum Items. For all Work to be paid on a lump sum basis,
Contractor must, not later than 10 days after execution of the Contract
and before submitting its first Pay Request, submit to Owner a schedule
showing the value of each component part of such Work in form and
with substantiating data acceptable to Owner ("Breakdown Schedule").
The sum of the items listed in the Breakdown Schedule must equal the
amount or amounts set forth in the Schedule of Prices for Lump Sum
Work. An unbalanced Breakdown Schedule providing for overpayment
of Contractor on component parts of the Work to be performed first
will not be accepted. The Breakdown Schedule must be revised and
resubmitted until acceptable to Owner. No payment may be made for
any lump sum item until Contractor has submitted, and Owner has
approved, an acceptable Breakdown Schedule.
Owner may require that the approved Breakdown Schedule be revised
based on developments occurring during the provision and performance
of the Work. If Contractor fails to submit a revised Breakdown
Schedule that is acceptable to Owner, Owner will have the right either
-5-
ATTACHMENT A
to suspend Progress and Final Payments for Lump Sum Work or to
make such Payments based on Owner's determination of the value of
the Work completed.
(2) Unit Price Items. For all Work to be paid on a unit price basis, the
value of such Work will be determined by Owner on the basis of the
actual number of acceptable units of Unit Price Items installed and
complete in place, multiplied by the applicable Unit Price set forth in
the Schedule of Prices. The actual number of acceptable units installed
and complete in place will be measured on the basis described in
Attachment B to the Contract or, in the absence of such description, on
the basis determined by Owner. The number of units of Unit Price
Items stated in the Schedule of Prices are Owner's estimate only and
may not be used in establishing the Progress or Final Payments due
Contractor. The Contract Price will be adjusted to reflect the actual
number of acceptable units of Unit Price Items installed and complete
in place upon Final Acceptance.
C. Application of Payments. All Progress and Final Payments made by Owner to
Contractor will be applied to the payment or reimbursement of the costs with
respect to which they were paid and will not be applied to or used for any pre-
existing or unrelated debt between Contractor and Owner or between
Contractor and any third party.
9. Per Diem Administrative Char e:
$500 per day.
10. Standard Specifications:
The Contract also includes Owner's Village Code and Building Codes.
References to any of these codes means the latest editions effective on the date of the bid
opening.
See Attachment D for any special project requirements.
-6-
ATTACHMENT B
VILLAGE OF OAK BROOK
FIRE STATION 94 HUMIDIFIER INSTALLATION
ATTACHMENT B
SPECIFICATIONS
-1-
SECTION 00 0101
PROJECT TITLE PAGE
PROJECT MANUAL
FOR
BUTLER GOVERNMENT CENTER FIRE STATION HUMIDIFIER
1200 OAK BROOK ROAD
OAK BROOK, ILLINOIS 60523
OWNER
VILLAGE OF OAK BROOK
1200 OAK BROOK ROAD
OAK BROOK, ILLINOIS 60523
ARCHITECT/ENGINEER
KLUBER ARCHITECTS+ ENGINEERS
10 S. SHUMWAY AVE.
BATAVIA, ILLINOIS 60510
END OF DOCUMENT
PROJECT N0, 16-172-1077 00 01 01 -1 DOCUMENT 00 0101
Copyright 2016 by KLUBER, INC.;All Rights Reserved PROJECT TITLE PAGE
SECTION 00 0107
SEALS PAGE
1.01 DESIGN PROFESSIONALS' SEALS
A. MECHANICAL ENGINEER B. ELECTRICAL ENGINEER
END OF DOCUMENT
PROJECT NO, 16-172-1077 000107-1 DOCUMENT 00 0107
Copyright 2016 by KLUBER, INC.;All Rights Reserved SEALS PAGE
SECTION 00 0110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS PAGES
Introductory Information
00 01 01 Project Title Page 000101-1-1
00 01 07 Seals Page 000107-1-1
0001 10 Table of Contents 0001 10-1-2
0001 15 Drawing Index 0001 15-1-1
Bidding Requirements
0031 13 Preliminary Schedule 0031 13-1-1
Contracting Requirements
SPECIFICATIONS PAGES
Division 01 --General Requirements
01 1000 Summary 011000-1-2
01 3000 Administrative Requirements (1 page attachment) 01 3000-1-5
01 4100 Regulatory Requirements 01 4100-1-2
01 4200 References 014200-1-4
01 5000 Temporary Facilities and Controls 01 5000-1-2
01 6000 Product Requirements(1 page attachment) 01 6000-1-4
01 7000 Execution and Closeout Requirements 01 7000-1-6
01 7800 Closeout Submittals 01 7800-1-4
01 7900 Demonstration and Training 01 7900-1-3
Division 22-- Plumbing
220719 Plumbing Piping Insulation 2207 19-1-3
221005 Plumbing Piping 221005-1-4
Division 23-- Heating,Ventilating, and Air-Conditioning (HVAC)
230713 Duct Insulation 2307 13-1-2
230719 HVAC Piping Insulation 2307 19-1-3
232213 Steam and Condensate Heating Piping 232213-1-3
23 31 00 HVAC Ducts and Casings 233100-1-2
238415 Steam Humidifiers 2384 15-1-3
PROJECT N0, 16-172-1077 0001 10-1 DOCUMENT 00 01 10
Copyright 2016 by KLUBER, INC.;All Rights Reserved TABLE OF CONTENTS
Division 26--Electrical
26 05 00 Basic Electrical Requirements 260500-1-7
END OF SECTION
PROJECT NO. 16-172-1077 0001 10-2 DOCUMENT 00 01 10
Copyright 2016 by KLUBER, INC.;All Rights Reserved TABLE OF CONTENTS
SECTION 00 0115
DRAWING INDEX
GENERAL
G100 COVER SHEET, GENERAL NOTES, SYMBOLS & DRAWING INDEX
MECHANICALIELECTRICAL
ME310 PARTIAL UPPER LEVEL FLOOR PLAN AND DETAILS
END OF DOCUMENT
PROJECT NO. 16-172-1077 00 01 15-1 DOCUMENT 00 01 15
Copyright 2016 by KLUBER, INC.;All Rights Reserved DRAWING INDEX
SECTION 00 3113
PRELIMINARY SCHEDULE
1.01 GENERAL
A. The following represents the preliminary construction schedule for the Work. This schedule is the
current estimate of the Owner to be used for purposes of bidding. All bidders shall include the
costs of all overtime, double-shift, or so-called "premium" time that may be necessary to meet this
milestone.
1.02 PRELIMINARY SCHEDULE
A. Award of Contract: December 13, 2016
B. Commencement of Construction: January 3, 2017
C. Substantial Completion: March 7, 2017
END OF DOCUMENT
PROJECT NO. 16-172-1077 00 31 13-1 SECTION 00 31 13
Copyright 2016 by KLUBER, INC.;All Rights Reserved PRELIMINARY SCHEDULE
SECTION 01 10 00
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: BUTLER GOVERNMENT CENTER FIRE STATION HUMIDIFIER.
B. Owner's Name: Village of Oak Brook.
C. Architect/Engineer's Name: Kluber Architects+ Engineers.
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on Lump Sum Contract as described in the Village
of Oak Brook Contract for Municipal Center Fire Station Humidifier Bid Package document.
1.03 DESCRIPTION OF ALTERATIONS WORK
A. Plumbing: Provide water supply to new electrode humidifier.
B. HVAC: Provide installation of electrode steam humidifier and associated duct mounted distributor
and piping.
C. Electrical Power and Lighting: Provide power for new electrode steam humidifier.
1.04 OWNER OCCUPANCY
A. Owner intends to continue to occupy portions of the existing building during the entire construction
period.
B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.
C. Schedule the Work to accommodate Owner occupancy.
1.05 CONTRACTOR USE OF SITE AND PREMISES
A. Arrange use of site and premises to allow:
1. Owner occupancy.
2. Use of site and premises by the public.
B. Provide access to and from site as required by law and by Owner:
1. Emergency Building Exits During Construction: Keep all exits required by code open during
construction period; provide temporary exit signs if exit routes are temporarily altered.
2. Do not obstruct roadways, sidewalks, or other public ways without permit.
C. Existing building spaces may not be used for storage.
D. Utility Outages and Shutdown:
1. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and
fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.
2. Prevent accidental disruption of utility services to other facilities.
PROJECT NO. 16-172-1077 01 1000-1 SECTION 01 10 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved SUMMARY
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
PROJECT N0, 16-172-1077 01 1000-2 SECTION 01 10 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved SUMMARY
SECTION 0130 00
ADMINISTRATIVE REQUIREMENTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
B. Site mobilization meeting.
C. Progress meetings.
D. Construction progress schedule.
E. Submittals for review, information, and project closeout.
F. Architect/Engineer-provided CAD files.
G. Number of copies of submittals.
H. Submittal procedures.
1.02 RELATED REQUIREMENTS
A. Section 0170 00- Execution and Closeout Requirements: Additional coordination requirements.
B. Section 0178 00- Closeout Submittals: Project record documents.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. Architect/Engineer will schedule a meeting after Notice of Award.
B. Attendance Required:
1. Owner.
2. Architect/Engineer.
3. Contractor.
C. Agenda:
1. Architect will prepare and provide agenda for this meeting only.
D. Architect will provide minutes and distribute copies to all participants and those affected by
decisions made for this meeting only.
3.02 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum monthly
intervals.
B. Make arrangements for meetings, prepare agenda with copies for participants, preside at
meetings.
C. Attendance Required:
PROJECT NO. 16-172-1077 013000-1 SECTION 0130 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS
1. Contractor.
2. Owner.
3. ArchitecUEngineer,
4. Contractor's Superintendent.
5. Major Subcontractors.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Maintenance of progress schedule.
7. Corrective measures to regain projected schedules.
8. Planned progress during succeeding work period.
9. Maintenance of quality and work standards.
10.Effect of proposed changes on progress schedule and coordination.
11.Other business relating to Work.
E. Record minutes and distribute copies within two days after meeting to participants, withcopies to
Architect/Engineer, Owner, participants, and those affected by decisions made.
3.03 CONSTRUCTION PROGRESS SCHEDULE
A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned
operations for the first 60 days of Work, with a general outline for remainder of Work.
B. If preliminary schedule requires revision after review, submit revised schedule within 7 days.
C. Submit updated schedule with each Application for Payment.
3.04 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
B. Submit to Architect/Engineer for review for the limited purpose of checking for conformance with
information given and the design concept expressed in the contract documents.
C. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article
below and for record documents purposes described in Section 0178 00- Closeout Submittals.
3.05 SUBMITTALS FOR PROJECT CLOSEOUT
A. Submit Correction Punch List for Substantial Completion.
B. Submit Final Correction Punch List for Substantial Completion.
C. When the following are specified in individual sections, submit them at project closeout:
1. Project record documents.
2. Operation and maintenance data.
PROJECT NO. 16-172-1077 013000-2 SECTION 0130 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS
3. Warranties.
4. Bonds.
5. Other types as indicated,
D. Submit for Owner's benefit during and after project completion.
3.06 ARCH ITECTIENGINEER-PROVIDED CAD FILES
A. After the execution of the Contract, Architect/Engineer will provide, free of charge, upon receipt of
a properly completed and signed request utilizing "Electronic Data Transfer Consent Form" at the
end of this Specification Section, raster image architectural floor plan in .JPG format with vector
line work overlayed in AutoCAD 2013 format.
B. Contractor acknowledges and accepts that the Architectural Floor Plans do not contain structural,
mechanical, electrical, plumbing, fire protection and other building systems information depicted in
the Bidding Documents. Examples of information not contained in these files include, but are not
limited to, title blocks, keynotes, schedules, mechanical ductwork and equipment, electrical device
symbols, circuit numbers and home runs, plumbing equipment, piping runs and riser diagrams,
and architectural/engineering text or details. No other CAD files, data or information will be
provided.
C. Only requests from Prime Contractors will be honored. Subcontractors must obtain the files from
their respective Prime Contractors.
D. In submitting a request, Contractor acknowledges that:
1. Architect/Engineer bears no responsibility for the data or its transmission,
2. Use of the data by the Contractor or his subcontractors in no way relieves the Contractor of his
obligations under the Contract,
3. Contractor is solely liable for any and all claims arising from any and all products generated by
the Contractor or its Subcontractors employing the data,
4. Contractor and its Subcontractors have a limited, non-exclusive license to use the data solely in
connection with the Work of the Project, and that
5. Architect/Engineer retains all rights, including copyright, to the data.
3.07 NUMBER OF COPIES OF SUBMITTALS
A. Documents for Review:
1. Small Size Sheets: Not Larger Than 11 x 17 inches. Submit two (2) paper copies, one of
which will be retained by Architect/Engineer. Contractor shall make his own copies from the
original returned by the Architect.
a. Contractor's Option: In lieu of paper copies indicated above, submit in Adobe PDF
electronic file format via email. Architect will return a reviewed copy in Adobe PDF electronic
file format via email. Create PDFs at native size and right-side up; illegible files will be
rejected.
2. Large Size Sheets: Larger Than 11 x17 inches; 36 x 48 inches maximum. Submit two (2)
paper copies, one of which will be retained by Architect/Engineer. Electronic file format (PDF or
other) is NOT acceptable. Contractor shall make his own copies from the original returned by
the Architect.
B. Documents for Information: Submit one copy.
PROJECT NO. 16-172-1077 013000-3 SECTION 0130 00
Copyright 2016 by KLUBER,INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS
3.08 SUBMITTAL PROCEDURES
A. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the
Contract Documents and coordinating related Work.
2. Generic, non-project specific information submitted as shop drawings do not meet the
requirements for shop drawings.
B. Transmit each submittal with a copy of approved submittal form.
C. Transmit each submittal with AIA Form G810.
D. Sequentially number the transmittal form. Revise submittals with original number and a sequential
alphabetic suffix.
E. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of
Products required, field dimensions, adjacent construction Work, and coordination of information is
in accordance with the requirements of the Work and Contract Documents.
F. Deliver submittals to Architect/Engineer at business address.
G. Schedule submittals to expedite the Project, and coordinate submission of related items.
H. For each submittal for review, allow 20 days excluding delivery time to and from the Contractor.
I. Clearly identify variations from the Contract Documents. Regardless of the type of variation,
Contractor is solely responsible for errors in the field that arise from submittal variations from the
requirements of the Contract Documents if those variations were not expressly noted to specifically
identify for and describe to the reviewer the nature of the variation from the Contract Documents.
J. Identify variations from Contract Documents and Product or system limitations that may be
detrimental to successful performance of the completed Work.
K. Correlate submitted items with specified products; clearly indicate the specified product that
corresponds to each submitted item.
L. When options or optional features available for a Product are indicated in a submittal, and
selections for those options/features are indicated in the Contract Documents, identify on the
submittal the selection indicated in the Contract Documents.
M. Provide space for Contractor and Architect/Engineer review stamps.
N. When revised for resubmission, using clouds, highlights or other means acceptable to the
Architect, identify all changes made since previous submission. Resubmittals that do not clearly
identify all changes may be delayed and/or returned to the Contractor unreviewed.
0. The Contractor is entitled to one (1) resubmittal of any Shop Drawing, Product Data, or Closeout
Submittal item rejected by the Architect or returned by the Architect for further action. Thereafter,
the Contractor shall pay the cost of all further Architect's reviews of Shop Drawing, Product Data or
Closeout Submittal, at a rate of$200.00/hour. Cost of such further reviews will be deducted from
the Contract Sum by Change Order,
PROJECT NO, 16-172-1077 013000-4 SECTION 0130 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS
P. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to
comply with requirements.
Q. Submittals not requested will not be recognized or processed.
R. Submittal reviews may be delayed and/or submittals may be returned unreviewed for any of the
following reasons:
1. Submittals submitted outside the scheduled dates of the Submittal Schedule.
2. Submittals are incomplete or are missing information.
3. Submittals are not submitted in accordance with procedures outlined in this Section (i.e. spec
Section number not indicated, missing Contractor's review stamp, submitted items not
correlated with specified products).
END OF SECTION
PROJECT NO. 16-172-1077 013000-5 SECTION 0130 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved ADMINISTRATIVE REQUIREMENTS
Kluber
Architects + Engineers
ELECTRONIC DATA TRANSFER CONSENT FORM
Project: BUTLER GOVERNMENT CENTER
FIRE STATION HUMIDIFIER
1200 OAK BROOK ROAD
OAK BROOK, ILLINOIS 60523
Kluber Project: 16-172-1077
Owner: VILLAGE OF OAK BROOK
KLUBER. INC., an Illinois corporation, is providing electronic data to you solely at your request and for your convenience. By
accepting and opening any of the electronic data files,you agree that Kluber, Inc.bears no liability for the data or its transmission
to you and that you are solely liable for any and all claims referring or relating to any and all products you, or your
Subcontractors,may generate with the data.
You acknowledge that you have a limited non-exclusive license to use the information solely in connection with your work on the
project captioned above,and that Kluber,Inc.retains all rights,including copyright,to the data.
Acknowledged by:
(Printed Name) (Signature)
Company:
Date: Email:
Architectural Floor Plans are transmitted for the contractors' use as backgrounds for shop drawings and as-built drawings, and,
as such, contain graphic information for column grid, walls, floors, stairs, doors, windows, room numbers, ceiling grid, lights,
receptacles, diffusers and sprinkler heads where indicated on Bid Documents. Plans do not contain title blocks, keynotes,
schedules, mechanical ductwork and equipment,electrical device symbols,circuit numbers and home runs,plumbing equipment,
piping runs and riser diagrams, and architectural/engineering text and details. Plans depict entire floors and are not formatted,
partial plans as depicted in the Bidding Documents.Files are provided in R2007.DWG format.)
SECTION 01 41 00
REGULATORY REQUIREMENTS
PART GENERAL
1.01 SECTION INCLUDES
A. General.
B. Definitions.
C. Quality Assurance,
D. Regulatory Requirements.
1.02 RELATED SECTIONS
A. Section 01 10 00- Summary.
B. Section 0142 00- References.
1.03 GENERAL
A. Comply with all applicable laws, rules, regulations, codes and ordinances.
B. If the Contractor observes that the Contract Documents may be at variance with specified codes,
notify the Architect/Engineer immediately. Architect/Engineer shall issue all changes in accordance
with the General Conditions.
C. It shall not be the Contractor's primary responsibility to make certain that the Contract Documents
are in accordance with all applicable laws, rules and regulations, however, when the Contractor
performs work knowing or having reason to know that the work in question is contrary to applicable
laws, rules, and regulations, and fails to notify the Architect/Engineer, the Contractor shall pay all
costs arising therefrom.
1.04 DEFINITIONS
A. Definitions:
1. Codes: Codes are statutory requirements, rules or regulations of governmental entities.
2. Standards: Standards are requirements that have been established as accepted criteria, set
general consent.
1.05 QUALITY ASSURANCE
A. The Architect/Engineer has designed the project to applicable code requirements and has copies
of said codes available for the Contractor's inspection.
B. The Contractor shall:
1. Ensure that copies of codes and standards referenced herein or specified in individual
specifications sections are available to Contractor's personnel, agents, and Sub-Contractors.
2. Ensure that Contractor's personnel, agents, and Sub-Contractors are familiar with the
workmanship and requirements of applicable codes and standards.
PROJECT N0, 16-172-1077 01 41 00-1 SECTION 01 41 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved REGULATORY REQUIREMENTS
1.06 REGULATORY REQUIREMENTS
A. Source and Requirements: Verify amendments with local code officials.
1. Local code requirements:
a. ICC International Building Code, 2009 Edition,
b. ICC International Mechanical Code, 2009 Edition.
c. ICC International Fire Code, 2009 Edition.
d. ICC International Property Maintenance Code, 2009 Edition.
e. ICC Electrical Code, 2009 Edition.
2. State code requirements:
a. Capital Development Board (CDB):
a) Illinois Accessibility Code, 1997 Edition.
b) Illinois Energy Conservation Code (ICC International Energy Conservation Code, 2015
Edition, with State of Illinois modifications.
b. Illinois Department of Labor(IDOL): Safety Glazing Materials Act- Illinois Revised Statutes,
chap. 111 1/2, paragraph 3101, et seq.
c. Illinois Department of Public Health (IDPH):
a) Illinois Plumbing Code (Illinois Administrative Code, Title 77, Chapter I, Subchapter r,
Part 890).
d. Illinois Environmental Protection Agency(IEPA):
a) Air-Pollution Standards.
b) Noise Pollution Standards.
c) Water Pollution Standards.
d) Public Water Supplies
e) Solid Waste Standards.
f) Illinois Recommended Standards for Sewage Works (Illinois Administrative Code, Title
35, Subtitle C, Chapter Il, Part 370).
e. Illinois State Fire Marshal (OSFM):
a) Boiler& Pressure Vessel Safety Code (Illinois Administrative Code, Title 44, Chapter I,
Part 120).
b) Illinois Rules & Regulations for Fire Prevention & Safety(as amended).
c) Gasoline and Volatile Oils(Illinois Revised Statutes, chap. 17 112, paragraph 31, et
seq.).
3. Information and Requirements for Utility Services: Local utility companies.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
PROJECT NO. 16-172-1077 014100-2 SECTION 01 41 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved REGULATORY REQUIREMENTS
SECTION 0142 00
REFERENCES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Drawing symbols, abbreviations and acronyms.
B. Definitions of terms used throughout the Contract Documents.
C. Explanation of specification format and content.
D. Requirements relating to referenced standards.
E. Applicability of referenced standards.
F. List of industry organizations and certain of their respective documents.
1.02 DRAWING SYMBOLS AND CONVENTIONS
A. Abbreviations and graphic symbols are defined on the General Notes, Symbols &Abbreviations
sheet of the drawings.
B. Generally, symbols used on the mechanical and electrical drawings conform to those
recommended by ASHRAE, though, where appropriate, these symbols are supplemented by more
specific symbols as recommended by ASME, ASPE, or the IEEE.
1.03 DEFINITIONS
A. Where the terms "indicated", "noted", "scheduled", "shown", or"specified" are used it is to help
locate the reference; no limitation on location is intended except as specifically noted.
B. Where the terms "directed", "requested", "authorized", "approved", are used as in "directed by the
Architect/Engineer", no implied meaning shall be construed to extend the Architect/Engineer's
responsibilities into the Contractor's purview of construction supervision.
C. Where the term "approved" is used in conjunction with the Architect/Engineer's action on
submittals, requests or applications it is limited to the duties of the Architect/Engineer as described
in the Agreement, and the General and Supplemental Conditions of the Contract. Such use of the
term "approval" shall not limit or release the Contractor from his responsibility to fulfill Contract
requirements.
D. Where the term "regulations" is used it means all applicable statutes, laws, ordinances, and orders
issued by authorities having jurisdiction, as well as construction industry standards, rules, or
conventions that address performance of the Work.
E. Where the term "furnish" is used it means supply, deliver, and unload to the construction site ready
for assembly and incorporation into the Work.
F. Where the term "install" is used it is meant to describe operations at the job site to include
unloading, assembling, placing, anchoring, finishing, protecting, cleaning and all other similar
operations required to fully incorporate an item into the Work.
G. Where the term "provide" is used it means "furnish and install" as defined above.
PROJECT NO. 16-172-1077 01 42 00-1 SECTION 0142 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved REFERENCES
H. The "Project Site" is the space available to the Contractor for performance of construction
activities. The Project Site may be for the exclusive use of the Contractor and his activities or may
be used in conjunction with others with others performing other construction or related activities on
the Project. The Extent of the Project Site is indicated on the drawings.
1.04 SPECIFICATION FORMAT AND CONTENT
A. These Specifications are based on the Construction Specification Institute's 49 Division format and
numbering system.
B. Language used in the Specifications and other Contract Documents is an abbreviated type.
Implied words and meanings will appropriately interpreted.
C. Requirements expressed in imperative and streamlined language are to be performed by the
Contractor. At certain locations in the text, subjective language may be used to describe
responsibilities that must be fulfilled indirectly by the Contractor or others.
1. Whenever a colon (:) is used within a sentence or phrase, it shall be construed to mean the
words "shall be".
D. Use of certain terms such as "carpentry" is not intended to imply that certain activities must be
performed by accredited or unionized individuals of a corresponding generic name. The
Specifications do, however, require that certain construction activities shall be performed by
specialists who are recognized experts in the operations to be performed. Specialists shall be used
for said activities, however the final responsibility for fulfilling the requirements of the Contract
remains the Contractor's.
1.05 QUALITY ASSURANCE
A. For products or workmanship specified by reference to a document or documents not included in
the Project Manual, also referred to as reference standards, comply with requirements of the
standard, except when more rigid requirements are specified or are required by applicable codes.
B. Conform to reference standard of date of issue specified in this section, except where a specific
date is established by applicable code.
C. Obtain copies of standards when required by the Contract Documents.
D. Maintain copy at project site during submittals, planning, and progress of the specific work, until
Substantial Completion.
E. Should specified reference standards conflict with Contract Documents, request clarification from
the Architect/Engineer before proceeding.
F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those
of the Architect/Engineer shall be altered by the Contract Documents by mention or inference
otherwise in any reference document.
1.06 APPLICABILITY OF INDUSTRY STANDARDS
A. Construction industry standards shall have the same force and effect as if bound or copied directly
in the Contract Documents, except where more stringent requirements are specified, All such
applicable standards are made a part of the Contract Documents by reference.
PROJECT N0, 16-172-1077 014200-2 SECTION 0142 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved REFERENCES
1. Where compliance with two or more standards are referenced and conflicting requirements for
quality or quantities occur, comply with the more stringent requirements. Refer questions
regarding apparently conflicting standards to the Architect for a decision before proceeding.
2. The standard of quality or quantity levels specified, shown, or referenced shall be the minimum
to be provided or performed. Refer questions regarding standards of minimum quality or
quantity to the Architect before proceeding.
1.07 CONSTRUCTION INDUSTRY ORGANIZATIONS AND DOCUMENTS
A. AABC --ASSOCIATED AIR BALANCE COUNCIL
B. AAMA--AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION
C. AISC- AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
D. ANSI --AMERICAN NATIONAL STANDARDS INSTITUTE
E. ASHRAE --AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING
ENGINEERS, INC.
F. ASME--THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS
1. ASME A17.1 - Safety Code for Elevators and Escalators; 2004.
G. ASTM--AMERICAN SOCIETY FOR TESTING AND MATERIALS
H. AWS--AMERICAN WELDING SOCIETY
I. CPSC -- CONSUMER PRODUCTS SAFETY COMMISSION
J. FM -- FACTORY MUTUAL RESEARCH CORPORATION
K. ICC-- INTERNATIONAL CODE COUNCIL, INC.
L. IEEE-- INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS
M. ISO -- INTERNATIONAL STANDARDS ORGANIZATION
N. NEBB-- NATIONAL ENVIRONMENTAL BALANCING BUREAU
0. NEMA-- NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
P. NFPA-- NATIONAL FIRE PROTECTION ASSOCIATION
Q. SMACNA--SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL
ASSOCIATION, INC.
R. UL-- UNDERWRITERS LABORATORIES INC.
S. WWPA--WESTERN WOOD PRODUCTS ASSOCIATION
1.08 UNITED STATES GOVERNMENT AND RELATED AGENCIES/DOCUMENTS
A. CPSC-- CONSUMER PRODUCTS SAFETY COMMISSION
B. EPA-- ENVIRONMENTAL PROTECTION AGENCY
C. GSA-- U.S. GENERAL SERVICES ADMINISTRATION
PROJECT N0, 16-172-1077 014200-3 SECTION 0142 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved REFERENCES
1.09 STATE GOVERNMENT AND RELATED AGENCIES/DOCUMENTS
A. CDB -- ILLINOIS CAPITAL DEVELOPMENT BOARD
B. IDOL-- ILLINOIS DEPARTMENT OF LABOR
C. IDPH - ILLINOIS DEPARTMENT OF PUBLIC HEALTH
D. ]EPA -- ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
E. OSFM--OFFICE OF THE ILLINOIS STATE FIRE MARSHAL.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
PROJECT NO. 16-172-1077 014200-4 SECTION 0142 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved REFERENCES
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary telecommunications services.
C. Temporary sanitary facilities.
D. Temporary controls: Barriers, enclosures, and fencing.
E. Security requirements.
F. Vehicular access and parking.
G. Waste removal facilities and services.
1.02 TEMPORARY UTILITIES
A. Owner will provide the following:
1. Electrical power, consisting of connection to existing facilities.
2. Water supply, consisting of connection to existing facilities,
B, Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.03 TELECOMMUNICATIONS SERVICES
A. Telecommunications services shall include:
1. One (1) mobile cellular telephone for each of Contractor's and any Subcontractor's field
personnel.
1.04 TEMPORARY SANITARY FACILITIES
A. Use of existing facilitiesis permitted.
B. Maintain daily in clean and sanitary condition.
C. At end of construction, return facilities to same or better condition as originally found.
1.05 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas
that could be hazardous to workers or the public, to allow for owner's use of site and to protect
existing facilities and adjacent properties from damage from construction operations and
demolition.
B. Provide barricades and covered walkways required by governing authorities for public
rights-of-way.
C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
PROJECT NO. 16-172-1077 015000-1 SECTION 0150 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved TEMPORARY FACILITIES AND CONTROLS
1.06 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from
unauthorized entry, vandalism, or theft.
1.07 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities,
and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Owner.
C. Provide and maintain access to fire hydrants, free of obstructions.
1.08 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean and orderly
condition.
B. Provide containers with lids. Remove trash from site periodically.
C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable
non-combustible containers; locate containers holding flammable material outside the structure
unless otherwise approved by the authorities having jurisdiction.
1.09 REMOVAL OF UTILITIES, FACILITIES,AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion
inspection.
B. Clean and repair damage caused by installation or use of temporary work.
C. Restore existing facilities used during construction to original condition.
PART 2 PRODUCTS-NOT USED
PART 3 EXECUTION -NOT USED
END OF SECTION
PROJECT NO. 16-172-1077 015000-2 SECTION 0150 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved TEMPORARY FACILITIES AND CONTROLS
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Re-use of existing products.
C. Transportation, handling, storage and protection.
D. Product option requirements.
E. Substitution limitations and procedures.
F. Procedures for Owner-supplied products.
G. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to
identify applicable products, models, options, and other data. Supplement manufacturers'
standard data to provide information specific to this Project.
B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical
characteristics, utility connection requirements, and location of utility outlets for service for
functional equipment and appliances.
PART 2 PRODUCTS
2.01 EXISTING PRODUCTS
A. Do not use materials and equipment removed from existing premises unless specifically required
or permitted by the Contract Documents.
B. Unforeseen historic items encountered remain the property of the Owner; notify Owner promptly
upon discovery; protect, remove, handle, and store as directed by Owner.
C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated,
reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of the Owner,
become the property of the Contractor; remove from site,
D. Specific Products to be Reused: The reuse of certain materials and equipment already existing on
the project site is required.
2.02 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by the Contract Documents.
B. Designed, manufactured, and tested in accordance with industry standards.
PROJECT NO. 16-172-1077 01 60 00-1 SECTION 0160 00
Copyright 2016 by KLUBER,INC.;All Rights Reserved PRODUCT REQUIREMENTS
2.03 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting
those standards or description.
B. Products Specified by Naming One or More Manufacturers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named,
2.04 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in
individual specification sections.
B. Deliver to Project site and place in location directed by Owner's representative; obtain Owner's
signature on receipt for delivery prior to final payment. Submit signed receipts with Closeout
Submittals.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES
A. Substitutions Prior To Bid Opening: Architect/Engineer will consider a written request for
substitution provided that such request is received at least seven (7) days prior to the Bid opening
date. Requests received after that time will not be considered.
1. If a request is approved, the Architect/Engineer will issue and appropriate addendum not less
than three (3) days prior to the Bid opening date.
B. Substitutions After Notice of Award: Architect/Engineer will consider a request for substitution only
under one or more of the following conditions:
1. Substitution is required for compliance with final interpretation of code requirements or
insurance regulations.
2. Specified product is not available through no fault of the Contractor.
3. Specified product is not compatible with other specified materials/equipment.
4. Manufacturer will not certify or warranty specified product as required.
C. Document each request utilizing Substitution Request Form following this section with complete
data substantiating compliance of proposed substitution with Contract Documents. Incomplete
requests will not be considered.
D. A request for substitution constitutes a representation that the submitter:
1, Has investigated proposed product and determined that it meets or exceeds the quality level of
the specified product.
2. Agrees to provide the same warranty for the substitution as for the specified product.
3. Agrees to coordinate installation and make changes to other Work that may be required for the
Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become apparent.
5. Agrees to reimburse Owner and Architect/Engineer for review or redesign services associated
with re-approval by authorities having jurisdiction over the Project.
PROJECT NO. 16-172-1077 016000-2 SECTION 0160 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved PRODUCT REQUIREMENTS
E. Substitutions of products or product characteristics/components/accessories will not be considered
when they are indicated or implied on Contractor's submittals, without separate written request, or
when acceptance will require revision to the Contract Documents, whether rejection of said
subsititutions is expressly identified by Architect/Engineer on Contractor's submittals or not.
F. Substitution Submittal Procedure (after contract award):
1. Provide the following minimum documentation with each Substitution Request Form:
a. Product identification, manufacturer, product data including dimensions and weight,
performance and installation instructions.
b. Side-by-side itemized comparison of proposed substitution with specified product.
c. Coordination information including other modifications required as a result of proposed
substitution.
d. Cost information including the effect of the proposed substitution on the Contract Sum.
2. Sign and date the Substitution Request Form.
3. Architect/Engineer will notify submitter in writing of decision to accept or reject request.
3.02 TRANSPORTATION AND HANDLING
A. Package products for shipment in manner to prevent damage; for equipment, package to avoid
loss of factory calibration.
B. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
C. Transport and handle products in accordance with manufacturer's instructions.
D. Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
E. Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
F. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement,
or damage, and to minimize handling.
G. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.03 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to
excessive materials handling and misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weather tight, climate controlled, enclosures in an environment
favorable to product.
PROJECT NO. 16-172-1077 016000-3 SECTION 0160 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved PRODUCT REQUIREMENTS
E. Protect products from damage or deterioration due to construction operations, weather,
precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other
contaminants.
F. Comply with manufacturer's warranty conditions, if any.
G. Prevent contact with material that may cause corrosion, discoloration, or staining.
H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement,
or damage.
I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products
are undamaged and are maintained in acceptable condition.
END OF SECTION
PROJECT N0, 16-172-1077 016000-4 SECTION 0160 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved PRODUCT REQUIREMENTS
SUBSTITUTION REQUEST FORM
TO:
PROJECT:
SPECIFIED ITEM:
e Page Paragraph Description
The undersigned requests consideration of the following:
PROPOSED SUBSTITUTION:
Attached data includes project description, specifications, drawings, photographs, performance and test data
adequate for evaluation of the request; applicable portions of the data are clearly identified.
Attached data also includes a description of changes to the Contract Documents which the proposed substitution
will require for its proper installation.
The undersigned certifies that the following paragraphs, unless modified by attachments, are correct:
1. The proposed substitution does not affect dimensions shown on drawings.
2. The undersigned will pay for changes to the building design,including engineering design,detailings,and
construction costs caused by the requested substitution.
3. The proposed substitution will have no adverse affect on other trades, the construction schedule, or
specified warranty requirements.
4. Maintenance and service parts will be locally available for the proposed substitution.
The undersigned further states that the function,appearance,and quality of the proposed substitution are equivalent
or superior to the specified item.
Signature For use by the design consultant
Firm [] Accepted [] Accepted as noted
Address [] Not Accepted [] Received too late
By:
Date Date
Telephone Remarks
Attachments:
SECTION 0170 00
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Requirements for alterations work, including selective demolition.
C. Pre-installation meetings.
D. Cutting and patching.
E. Surveying for laying out the work.
F. Cleaning and protection.
G. Starting of systems and equipment.
H. Demonstration and instruction of Owner personnel.
I. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.
1.02 RELATED REQUIREMENTS
A. Section 0130 00-Administrative Requirements: Submittals procedures, Electronic document
submittal service.
B. Section 0178 00- Closeout Submittals: Project record documents, operation and maintenance
data, warranties and bonds.
C. Section 0179 00- Demonstration and Training: Demonstration of products and systems to be
commissioned and where indicated in specific specification sections
1.03 SUBMITTALS
A. See Section 0130 00-Administrative Requirements, for submittal procedures.
B, Cutting and Patching: Submit written request in advance of cutting o�alteration that affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate Contractor.
1.04 PROJECT CONDITIONS
A. Dust Control: Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air-borne dust from dispersing into atmosphere and over
adjacent property.
B. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction
operations.
PROJECT NO. 16-172-1077 01 70 00-1 SECTION 0170 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
C. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects
from damaging the work.
1.05 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements, with
provisions for accommodating items installed later.
B. Notify affected utility companies and comply with their requirements.
C. Verify that utility requirements and characteristics of new operating equipment are compatible with
building utilities. Coordinate work of various sections having interdependent responsibilities for
installing, connecting to, and placing in service, such equipment.
D. Coordinate space requirements, supports, and installation of mechanical and electrical work that
are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit,
as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to
maximize accessibility for other installations, for maintenance, and for repairs.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patching
and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products where
necessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for substitution
described in Section 0160 00- Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Take field measurements before confirming product orders or beginning fabrication, to minimize
waste due to over-ordering or misfabrication.
B. Prior to Cutting: Examine existing conditions prior to commencing work, including elements
subject to damage or movement during cutting and patching. After uncovering existing work,
assess conditions affecting performance of work. Beginning of cutting or patching means
acceptance of existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying any new material or substance in contact or bond.
PROJECT NO. 16-172-1077 017000-2 SECTION 0170 00
Copyright 2018 by KLUBER, INC.-All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
3.03 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation meeting at the site
prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the specific section.
C. Notify Architect/Engineer four days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within two days after meeting to participants, with two copies
to Architect/Engineer, Owner, participants, and those affected by decisions made.
3.04 GENERAL INSTALLATION REQUIREMENTS
A. Install products as specified in individual sections, in accordance with manufacturer's instructions
and recommendations, and so as to avoid waste due to necessity for replacement.
B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.
C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal
lines, unless otherwise indicated.
3.05 ALTERATIONS
A. Drawings showing existing construction and utilities are based on casual field observation and
existing record documents only.
1. Verify that construction and utility arrangements are as shown.
2. Report discrepancies to Architect/Engineer before disturbing existing installation.
3. Beginning of alterations work constitutes acceptance of existing conditions.
B. Remove existing work as indicated and as required to accomplish new work.
1. Remove items indicated on drawings.
2. Relocate items indicated on drawings.
3. Where new surface finishes are to be applied to existing work, perform removals, patch, and
prepare existing surfaces as required to receive new finish; remove existing finish if necessary
for successful application of new finish.
4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces
to match adjacent finished surfaces as closely as possible.
C. Services (Including but not limited to NVAC, Plumbing, Fire Protection, Electrical, and
Telecommunications): Remove, relocate, and extend existing systems to accommodate new
construction.
1. Maintain existing active systems that are to remain in operation; maintain access to equipment
and operational components; if necessary, modify installation to allow access or provide access
panel.
PROJECT NO. 16-172-1077 017000-3 SECTION 0170 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
2. Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready for
service.
a. Disable existing systems only to make switchovers and connections; minimize duration of
outages.
b. Provide temporary connections as required to maintain existing systems in service.
D. Clean existing systems and equipment.
E. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do
not burn or bury.
F. Do not begin new construction in alterations areas before demolition is complete.
G. Comply with all other applicable requirements of this section.
3.06 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B. See Alterations article above for additional requirements.
C. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove and replace defective and non-conforming work.
D. Execute work by methods that avoid damage to other work and that will provide appropriate
surfaces to receive patching and finishing. In existing work, minimize damage and restore to
original condition.
E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior
approval.
F. Restore work with new products in accordance with requirements of Contract Documents.
G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H. Patching:
1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces,
refinish to nearest intersection or natural break. For an assembly, refinish entire unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections
due to patching work. If defects are due to condition of substrate, repair substrate prior to
repairing finish.
PROJECT NO. 16-172-1077 017000-4 SECTION 0170 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
3.07 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or
remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to
eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose
off-site; do not burn or bury.
3.08 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide special protection where specified in individual specification sections.
C. Provide temporary and removable protection for installed products. Control activity in immediate
work area to prevent damage.
D. Provide protective coverings at walls, projections,jambs, sills, and soffits of openings.
E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of
heavy objects, by protecting with durable sheet materials.
F. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if
possible,
3.09 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Verify tests, meter readings, and specified electrical characteristics agree with those required by
the equipment or system manufacturer.
C. Verify that wiring and support components for equipment are complete and tested.
D. Execute start-up under supervision of applicable Contractor personnel and manufacturer's
representative in accordance with manufacturers' instructions.
E. Submit a written report that equipment or system has been properly installed and is functioning
correctly.
3.10 DEMONSTRATION AND INSTRUCTION
A. See Section 0179 00- Demonstration and Training.
3.11 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
PROJECT N0, 16-172-1077 017000-5 SECTION 0170 00
Copyright 2016 by KLUBER,INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
3.12 FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy.
B. Use cleaning materials that are nonhazardous.
C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or
nameplates on mechanical and electrical equipment.
D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the
surface and material being cleaned.
3.13 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
1. Provide copies to Architect/Engineer.
B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for
completion or correction in the Contractor's Correction Punch List for Contractor's Notice of
Substantial Completion.
C. Notify Architect/Engineer when work is considered ready for Architect/Engineer's Substantial
Completion inspection.
D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents
have been reviewed, work has been inspected, and that work is complete in accordance with
Contract Documents and ready for Architect/Engineer's Substantial Completion inspection.
E. Conduct Substantial Completion inspection and create Final Correction Punch List containing
Architect/Engineer's and Contractor's comprehensive list of items identified to be completed or
corrected and submit to Architect/Engineer.
F. Correct items of work listed in Final Correction Punch List and comply with requirements for
access to Owner-occupied areas.
G. Notify Architect/Engineer when work is considered finally complete and ready for
Arch itect/Engineer's Substantial Completion final inspection.
H. Complete items of work determined by Architect/Engineer listed in executed Certificate of
Substantial Completion.
END OF SECTION
PROJECT N0, 16-172-1077 017000-6 SECTION 0170 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
SECTION 0178 00
CLOSEOUT SUBMITTALS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents,
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. Section 0130 00-Administrative Requirements: Submittals procedures, shop drawings, product
data, and samples.
B. Individual Product Sections: Specific requirements for operation and maintenance data.
C. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Architect/Engineer with claim for final
Application for Payment.
B. Operation and Maintenance Data:
1. Submit two copies of preliminary draft or proposed formats and outlines of contents before start
of Work. Architect/Engineer will review draft and return one copy with comments.
2. For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit completed documents within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be
reviewed and returned after final inspection, with Architect/Engineer comments. Revise
content of all document sets as required prior to final submission.
4. Submit two sets of revised final documents in final form within 10 days after final inspection.
C. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance,
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion,
submit within 10 days after acceptance, listing the date of acceptance as the beginning of the
warranty period.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:
1. Drawings,
PROJECT NO. 16-172-1077 017800-1 SECTION 0178 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved CLOSEOUT SUBMITTALS
2. Addenda.
3. Change Orders and other modifications to the Contract.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
3.02 OPERATION AND MAINTENANCE DATA
A. Source Data: For each product or system, list names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.
B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data
applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents as
maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for
each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts,
2. identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Complete nomenclature and model number of replaceable parts.
B. Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and
sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include
summer, winter, and any special operating instructions.
D. Maintenance Requirements: Include routine procedures and guide for preventative maintenance
and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting,
balancing, and checking instructions.
E. Provide servicing and lubrication schedule, and list of lubricants required.
F. Include manufacturer's printed operation and maintenance instructions.
G. Include sequence of operation by controls manufacturer.
H. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required
for maintenance.
ki.
PROJECT NO. 16-172-1077 017800-2 SECTION 0178 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved CLOSEOUT SUBMITTALS
I. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to
be maintained in storage.
J. Include test and balancing reports.
K. Additional Requirements: As specified in individual product specification sections.
3.04 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with
data arranged in the same sequence as, and identified by, the specification sections.
B. Where systems involve more than one specification section, provide separate tabbed divider for
each system.
C. Prepare instructions and data by personnel experienced in maintenance and operation of
described products.
D. Prepare data in the form of an instructional manual.
E. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic
covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related
consistent groupings.
F. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE
INSTRUCTIONS; identify title of Project; identify subject matter of contents.
G. Project Directory: Title and address of Project; names, addresses, and telephone numbers of
Arch itect/Engineer, Consultants, Contractor and subcontractors, with names of responsible parties.
H. Tables of Contents: List every item separated by a divider, using the same identification as on the
divider tab; where multiple volumes are required, include all volumes Tables of Contents in each
volume, with the current volume clearly identified.
I. Dividers: Provide tabbed dividers for each separate product and system; identify the contents on
the divider tab; immediately following the divider tab include a description of product and major
component parts of equipment.
J. Text: Manufacturer's printed data, or typewritten data on 24 pound paper.
K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to
size of text pages.
3.05 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and
manufacturers, within 10 days after completion of the applicable item of work. Except for items put
into use with Owner's permission, leave date of beginning of time of warranty until Date of
Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co-execute submittals when required.
PROJECT NO. 16-172-1077 017800-3 SECTION 0178 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved CLOSEOUT SUBMITTALS
D. Retain warranties and bonds until time specified for submittal.
E. Include originals of each in operation and maintenance manuals, indexed separately on Table of
Contents.
END OF SECTION
PROJECT N0, 16-172-1077 017800-4 SECTION 0178 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved CLOSEOUT SUBMITTALS
SECTION 0179 00
DEMONSTRATION AND TRAINING
PART 1 GENERAL
1.01 SUMMARY
A. Demonstration of products and systems where indicated in specific specification sections.
B. Training of Owner personnel in operation and maintenance is required for:
1. All software-operated systems.
2. HVAC systems and equipment.
3. Electrical systems and equipment.
4. Items specified in individual product Sections.
1.02 RELATED REQUIREMENTS
A. Section 0191 13-General Commissioning Requirements: Additional requirements applicable to
demonstration and training.
B. Other Specification Sections: Additional requirements for demonstration and training.
1.03 SUBMITTALS
A. See Section 0130 00- Administrative Requirements, for submittal procedures.
B. Training Plan: Owner will designate personnel to be trained; tailor training to needs and skill-level
of attendees.
1. Submit to Architect/Engineer for transmittal to Owner.
2. Submit not less than two weeks prior to start of training.
3. Revise and resubmit until acceptable.
4. Provide an overall schedule showing all training sessions.
5. Include at least the following for each training session:
a. Identification, date, time, and duration.
b. Description of products and/or systems to be covered.
c. Name of firm and person conducting training; include qualifications.
d. Intended audience, such as job description.
e. Objectives of training and suggested methods of ensuring adequate training.
f. Methods to be used, such as classroom lecture, live demonstrations, hands-on,etc.
g. Media to be used, such a slides, hand-outs, etc.
h. Training equipment required, such as projector, projection screen, etc., to be provided by
Contractor.
C. Training Manuals: Provide training manual for each attendee; allow for minimum of two attendees
per training session.
1. Include applicable portion of 0&M manuals.
2. Include copies of all hand-outs, slides, overheads, video presentations, etc., that are not
included in 0&M manuals.
3. Provide one extra copy of each training manual to be included with operation and maintenance
data.
PROJECT NO. 16-172-1077 0179 00-1 SECTION 0179 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved DEMONSTRATION AND TRAINING
D. Training Reports:
1. Identification of each training session, date, time, and duration.
2. Sign-in sheet showing names and job titles of attendees.
3. List of attendee questions and written answers given, including copies of and references to
supporting documentation required for clarification; include answers to questions that could not
be answered in original training session.
1.04 QUALITY ASSURANCE
A. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of the
relevant products and systems.
1. Provide as instructors the most qualified trainer of those contractors and/or installers who
actually supplied and installed the systems and equipment.
2. Where a single person is not familiar with all aspects, provide specialists with necessary
qualifications.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 DEMONSTRATION -GENERAL
A. Demonstrations conducted during system start-up do not qualify as demonstrations for the
purposes of this section, unless approved in advance by Owner.
B. Demonstration may be combined with Owner personnel training if applicable.
C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up,
shut-down, seasonal changeover, emergency conditions, and troubleshooting, and maintenance
procedures, including scheduled and preventive maintenance.
1. Perform demonstrations not less than two weeks prior to Substantial Completion.
2. For equipment or systems requiring seasonal operation, perform demonstration for other
season within six months.
3.02 TRAINING -GENERAL
A. Conduct training on-site unless otherwise indicated.
B. Owner will provide classroom and seating at no cost to Contractor.
C. Provide training in minimum two hour segments.
D. Training schedule will be subject to availability of Owner's personnel to be trained; re-schedule
training sessions as required by Owner; once schedule has been approved by Owner failure to
conduct sessions according to schedule will be cause for Owner to charge Contractor for
personnel "show-up" time.
E. Review of Facility Policy on Operation and Maintenance Data: During training discuss:
1. The location of the 0&M manuals and procedures for use and preservation; backup copies.
2. Typical contents and organization of all manuals, including explanatory information, system
narratives, and product specific information.
3. Typical uses of the 0&M manuals.
PROJECT N0, 16-172-1077 0179 00-2 SECTION 0179 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved DEMONSTRATION AND TRAINING
F. Product-and System-Specific Training:
1. Review the applicable 0&M manuals.
2. For systems, provide an overview of system operation, design parameters and constraints, and
operational strategies.
3. Review instructions for proper operation in all modes, including start-up, shut-down, seasonal
changeover and emergency procedures, and for maintenance, including preventative
maintenance.
4. Provide hands-on training on all operational modes possible and preventive maintenance.
5. Emphasize safe and proper operating requirements; discuss relevant health and safety issues
and emergency procedures.
6. Discuss common troubleshooting problems and solutions.
7. Discuss any peculiarities of equipment installation or operation.
8. Discuss warranties and guarantees, including procedures necessary to avoid voiding coverage.
9. Review recommended tools and spare parts inventory suggestions of manufacturers.
10.Review spare parts and tools required to be furnished by Contractor.
11.Review spare parts suppliers and sources and procurement procedures.
G. Be prepared to answer questions raised by training attendees; if unable to answer during training
session, provide written response within three days.
END OF SECTION
PROJECT N0, 16-172-1077 017900-3 SECTION 0179 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved DEMONSTRATION AND TRAINING
SECTION 22 0719
PLUMBING PIPING INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Piping insulation.
B. Jackets and accessories.
1.02 REFERENCE STANDARDS
A. ASTM C177- Standard Test Method for Steady-State Heat Flux Measurements and Thermal
Transmission Properties by Means of the Guarded-Hot-Plate Apparatus; 2013.
B. ASTM C547 -Standard Specification for Mineral Fiber Pipe Insulation; 2015.
C. ASTM E84- Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
D. ASTM E96/E96M- Standard Test Methods for Water Vapor Transmission of Materials; 2014.
E. UL 723- Standard for Test for Surface Burning Characteristics of Building Materials; Current
Edition, Including All Revisions.
1.03 DELIVERY, STORAGE,AND HANDLING
A. Accept materials on site, labeled with manufacturer's identification, product density, and thickness.
1.04 FIELD CONDITIONS
A. Maintain ambient conditions required by manufacturers of each product.
B. Maintain temperature before, during, and after installation for minimum of 24 hours.
PART 2 PRODUCTS
2.01 REGULATORY REQUIREMENTS
A. Surface Burning Characteristics: Flame spread index/Smoke developed index of 25/50, maximum,
when tested in accordance with ASTM E84 or UL 723.
2.02 GLASS FIBER
A. Manufacturers:
1. CertainTeed Corporation.
2. Johns Manville Corporation.
3. Knauf Insulation.
4. Owens Corning Corp.
B. Insulation: ASTM C547 and ASTM C795; semi-rigid, noncombustible, end grain adhered to jacket.
1. 'K' Value: ASTM C177, 0.24 at 75 degrees F.
2. Maximum Service Temperature: 650 degrees F.
3. Maximum Moisture Absorption: 0.2 percent by volume.
PROJECT NO. 16-172-1077 2207 19-1 SECTION 22 07 19
Copyright 2016 by KLUBER, INC.;All Rights Reserved PLUMBING PIPING INSULATION
C. Vapor Barrier Jacket: White Kraft paper with glass fiber yarn, bonded to aluminized film; moisture
vapor transmission when tested in accordance with ASTM E96/E96M of 0.02 perm-inches.
D. Vapor Barrier Lap Adhesive: Compatible with insulation.
2.03 JACKETS
A. PVC Plastic.
1. Jacket: One piece molded type fitting covers and sheet material, off-white color.
a. Minimum Service Temperature: 0 degrees F.
b. Maximum Service Temperature: 150 degrees F.
c. Moisture Vapor Permeability: 0.002 perm inch, maximum, when tested in accordance with
ASTM E96/E96M.
d. Thickness: 10 mil.
e. Connections: Brush on welding adhesive.
2. Covering Adhesive Mastic: Compatible with insulation.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that piping has been tested before applying insulation materials.
B. Verify that surfaces are clean and dry, with foreign material removed.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install in accordance with North American Insulation Manufacturers Association (NAIMA) National
Insulation Standards.
C. Exposed Piping: Locate insulation and cover seams in least visible locations.
D. Glass fiber insulated pipes conveying fluids below ambient temperature:
1. Provide vapor barrier jackets, factory-applied or field-applied. Secure with self-sealing
longitudinal laps and butt strips with pressure sensitive adhesive. Secure with outward clinch
expanding staples and vapor barrier mastic.
2. Insulate fittings,joints, and valves with molded insulation of like material and thickness as
adjacent pipe. Finish with glass cloth and vapor barrier adhesive or PVC fitting covers.
E. Inserts and Shields:
1. Shields: Galvanized steel between pipe hangers or pipe hanger rolls and inserts.
2. Insert Location: Between support shield and piping and under the finish jacket.
3. Insert Configuration: Minimum 6 inches long, of same thickness and contour as adjoining
insulation; may be factory fabricated.
4. Insert Material: Hydrous calcium silicate insulation or other heavy density insulating material
suitable for the planned temperature range.
F. Apply insulation at pipe hangers and supports according to National Commercial and Industrial
Standards Plate Numbers 5, 6 and 7.
PROJECT NO. 16-172-1077 2207 19-2 SECTION 22 07 19
Copyright 2016 by KLUBER, INC.;All Rights Reserved PLUMBING PIPING INSULATION
3.03 SCHEDULES
A. Plumbing Systems:
1. Domestic Cold Water:
a. Glass Fiber Insulation:
a) Pipe Size Range: All sizes.
(a)Thickness: 1 inch.
END OF SECTION
PROJECT N0, 16-172-1077 2207 19-3 SECTION 22 07 19
Copyright 2016 by KLUBER, INC.;All Rights Reserved PLUMBING PIPING INSULATION
SECTION 2210 05
PLUMBING PIPING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Pipe, pipe fittings, valves, and connections for piping systems.
1. Domestic water.
2. Valves.
1.02 RELATED REQUIREMENTS
A. Section 23 8415-Steam Humidifiers.
1.03 REFERENCE STANDARDS
A. ASME B16.18- Cast Copper Alloy Solder Joint Pressure Fittings; 2012.
B. ASME 816.22-Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings; 2013.
C. ASTM B32-Standard Specification for Solder Metal; 2008 (Reapproved 2014).
D. ASTM B88- Standard Specification for Seamless Copper Water Tube; 2014.
E. ASTM B813- Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and
Copper Alloy Tube; 2010.
F. ASTM B828- Standard Practice for Making Capillary Joints by Soldering of Copper and Copper
Alloy Tube and Fittings; 2002 (Reapproved 2010).
G. MSS SP-58- Pipe Hangers and Supports- Materials, Design, Manufacture, Selection, Application,
and Installation; 2009.
H. MSS SP-110- Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends;
2010.
I. NSF 61 - Drinking Water System Components- Health Effects; 2014 (Errata 2015).
J. NSF 372- Drinking Water System Components- Lead Content; 2011.
K. Safe Drinking Water Act, Section 1417 - Lead Free: Refers to the wetted surface of pipe, fittings
and fixtures in potable water systems that have a weighted average lead content <= 0.25%,
Amended January 4, 2011.
1.04 QUALITY ASSURANCE
A. Perform work in accordance with applicable codes.
B. Valves: Manufacturer's name and pressure rating marked on valve body. Manufacturers lead free
marking on valve body.
C. Perform Work in accordance with City plumbing ordinances.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Accept valves on site in shipping containers with labeling in place. Inspect for damage.
PROJECT NO. 16-172-1077 22 10 05-1 SECTION 22 10 05
Copyright 2016 by KLUBER, INC.;All Rights Reserved PLUMBING PIPING
B. Provide temporary protective coating on cast iron and steel valves.
C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.
D. 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
A. Potable Water Supply Systems: Provide piping, pipe fittings, and solder and flux(if used), that
comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings.
2.02 DOMESTIC WATER PIPING, ABOVE GRADE
A. Copper Tube: ASTM B88 (ASTM 1388M), Type L (13), Drawn (H).
1. Fittings: ASME B16.18, cast copper alloy or ASME 1316.22, wrought copper and bronze.
2. Joints: ASTM B32, alloy Sn95 solder.
3. Mechanical Press Sealed Fittings: Double pressed type, NSF 61 approved or certified, utilizing
EPDM, non toxic synthetic rubber sealing elements. Sealing elements shall be factory installed
by fitting manufacturer. Press ends shall have means to indicate non-pressed fitting during
pressure testing.
a. Manufacturers:
a) Viega LLC.
b) Nibco.
2.03 FLANGES, UNIONS,AND COUPLINGS
A. Unions for Pipe Sizes 3 Inches and Under:
1. Ferrous pipe: Class 150 malleable iron threaded unions.
2. Copper tube and pipe: Class 150 bronze unions with soldered joints.
B. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end,
water impervious isolation barrier.
2.04 PIPE HANGERS AND SUPPORTS
A. Provide hangers and supports that comply with MSS SP-58.
1. If type of hanger or support for a particular situation is not indicated, select appropriate type
using MSS SP-58 recommendations.
2. Overhead Supports: Individual steel rod hangers attached to structure or to trapeze hangers.
3. Trapeze Hangers: Welded steel channel frames attached to structure.
4. Vertical Pipe Support: Steel riser clamp.
B. Plumbing Piping -Water:
1. Hangers for Pipe Sizes 1/2 Inch to 1-1/2 Inches: Malleable iron, adjustable swivel, split ring.
2. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
2.05 BALL VALVES
A. Manufacturers:
PROJECT N0, 16-172-1077 22 1005-2 SECTION 22 10 05
Copyright 2016 by KLUBER, INC.;All Rights Reserved PLUMBING PIPING
1, Milwaukee Valve Company.
2. Nibco, Inc; T/S-585-66-LF,
3. Watts,
4. Apollo.
B. Construction, 4 Inches and Smaller: MSS SP-110, Class 150, 400 psi CWP, bronze body, 304
stainless steel ball, regular port, teflon seats and stuffing box ring, blow-out proof stem, lever
handle with balancing stops, solder, threaded, or grooved ends.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that excavations are to required grade, dry, and not over-excavated.
3.02 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.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Provide non-conducting dielectric connections wherever jointing dissimilar metals.
C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls.
D. Install piping to maintain headroom, conserve space, and not interfere with use of space.
E. Group piping whenever practical at common elevations.
F. Provide clearance in hangers and from structure and other equipment for installation of insulation
and access to valves and fittings.
G. Provide access where valves and fittings are not exposed.
H. Copper Pipe and Tube: Make soldered joints in accordance with ASTM B828, using specified
solder, and flux meeting ASTM B813; in potable water systems use flux also complying with NSF
61 and NSF 372.
I. Pipe Hangers and Supports:
1. Support horizontal piping as scheduled,
2. Install hangers to provide minimum 112 inch space between finished covering and adjacent
work.
3. Place hangers within 12 inches of each horizontal elbow.
4. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe movement
without disengagement of supported pipe.
3.04 APPLICATION
A. Use grooved mechanical couplings and fasteners only in accessible locations,
PROJECT NO. 16-172-1077 22 1005-3 SECTION 22 10 05
Copyright 2016 by KLUBER, INC.;All Rights Reserved PLUMBING PIPING
B. Install unions downstream of valves and at equipment or apparatus connections.
C. Install brass male adapters each side of valves in copper piped system. Solder adapters to pipe.
D. Install ball valves for shut-off and to isolate equipment, part of systems, or vertical risers.
3.05 SCHEDULES
A. Pipe Hanger Spacing:
1. Metal Piping:
a. Pipe size; 1/2 inches to 1-1/4 inches:
a) Maximum hanger spacing: 6.5 ft.
b) Hanger rod diameter: 3/8 inches.
END OF SECTION
PROJECT NO.16-172-1077 22 1005-4 SECTION 22 10 05
Copyright 2016 by KLUBER, INC.;All Rights Reserved PLUMBING PIPING
SECTION 23 0713
DUCT INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Duct insulation.
1.02 REFERENCE STANDARDS
A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
B. ASTM E96/E96M- Standard Test Methods for Water Vapor Transmission of Materials;2014.
C. UL 723- Standard for Test for Surface Burning.Characteristics of Building Materials; Current
Edition, Including All Revisions,
1.03 QUALITY ASSURANCE
A. Applicator Qualifications: Company specializing in performing the type of work specified in this
section, with minimum three years of experience and approved by manufacturer.
1.04 DELIVERY, STORAGE,AND HANDLING
A. Accept materials on site in original factory packaging, labelled with manufacturer's identification,
including product density and thickness.
B. Protect insulation from weather and construction traffic, dirt, water, chemical, and mechanical
damage, by storing in original wrapping.
1.05 FIELD CONDITIONS
A. Maintain ambient temperatures and conditions required by manufacturers of adhesives, mastics,
and insulation cements.
B. Maintain temperature during and after installation for minimum period of 24 hours.
PART 2 PRODUCTS
2.01 REGULATORY REQUIREMENTS
A. Surface Burning Characteristics: Flame spread index/Smoke developed index of 25/50, maximum,
when tested in accordance with ASTM E84 or UL 723.
2.02 GLASS FIBER, FLEXIBLE
A. Manufacturers;
1. Knauf Fiber Glass.
2. Johns Manville Corporation.
3. Owens Corning Corp.
4. CertainTeed Corporation,
B. Vapor Barrier Jacket:
1. Kraft paper with glass fiber yarn and bonded to aluminized film.
PROJECT NO. 16-172-1077 2307 13-1 SECTION 23 07 13
Copyright 2016 by KLUBER, INC.;All Rights Reserved DUCT INSULATION
2. Moisture Vapor Permeability: 0.04 perm inch, when tested in accordance with ASTM
E96/E96M.
3. Secure with pressure sensitive tape.
C. Vapor Barrier Tape:
1. Kraft paper reinforced with glass fiber yarn and bonded to aluminized film, with pressure
sensitive rubber based adhesive.
D. Tie Wire: Annealed steel, 16 gage, 0.0508 inch diameter.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that ducts have been tested before applying insulation materials.
B. Verify that surfaces are clean, foreign material removed, and dry.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install in accordance with NAIMA National Insulation Standards.
C. Insulated ducts conveying air below ambient temperature:
1. Provide insulation with vapor barrier jackets.
2. Finish with tape and vapor barrier jacket.
3. Continue insulation through walls, sleeves, hangers, and other duct penetrations.
4. Insulate entire system including fittings,joints, flanges, fire dampers, flexible connections, and
expansion joints.
D. Insulated ducts conveying air above ambient temperature:
1. Insulate fittings and joints. Where service access is required, bevel and seal ends of insulation.
E. External Duct Insulation Application:
1. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive
or tape to match jacket.
2. Secure insulation without vapor barrier with staples, tape, or wires.
3. Install without sag on underside of duct. Use adhesive or mechanical fasteners where
necessary to prevent sagging. Lift duct off trapeze hangers and insert spacers.
4. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive.
5. Stop and point insulation around access doors and damper operators to allow operation without
disturbing wrapping.
3.03 SCHEDULES
A. Supply Ducts:
1. Flexible Glass Fiber Duct insulation: 2 inches thick.
END OF SECTION
PROJECT NO. 16-172-1077 2307 13-2 SECTION 23 07 13
Copyright 2016 by KLUBER, INC.;All Rights Reserved DUCT INSULATION
SECTION 23 0719
HVAC PIPING INSULATION
PART1 GENERAL
1.01 SECTION INCLUDES
A. Piping insulation.
B. Jackets and accessories.
1.02 RELATED REQUIREMENTS
A. Section 23 2213- Steam and Condensate Heating Piping: Placement of hangers and hanger
inserts.
1.03 REFERENCE STANDARDS
A. ASTM C177- Standard Test Method for Steady-State Heat Flux Measurements and Thermal
Transmission Properties by Means of the Guarded-Hot-Plate Apparatus; 2013.
B. ASTM C547 - Standard Specification for Mineral Fiber Pipe Insulation; 2015.
C. ASTM E84- Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
D. ASTM E96/E96M-Standard Test Methods for Water Vapor Transmission of Materials; 2014.
E. UL 723- Standard for Test for Surface Burning Characteristics of Building Materials; Current
Edition, Including All Revisions.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this
section with not less than three years of documented experience.
B. Applicator Qualifications: Company specializing in performing the type of work specified in this
section with minimum three years of experience.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Accept materials on site, labeled with manufacturer's identification, product density, and thickness.
1.06 FIELD CONDITIONS
A. Maintain ambient conditions required by manufacturers of each product.
B. Maintain temperature before, during, and after installation for minimum of 24 hours.
PART 2 PRODUCTS
2.01 REGULATORY REQUIREMENTS
A. Surface Burning Characteristics: Flame spread index/Smoke developed index of 25/50, maximum,
when tested in accordance with ASTM E84 or UL 723.
PROJECT NO. 16-172-1077 2307 19-1 SECTION 23 07 19
Copyright 2016 by KLUBER, INC.;All Rights Reserved HVAC PIPING INSULATION
2.02 GLASS FIBER
A. Manufacturers:
1. CertainTeed Corporation.
2. Johns Manville Corporation.
3. Knauf Insulation.
4. Owens Coming Corporation.
B. Insulation: ASTM C547; rigid molded, noncombustible.
1. 'K' Value: ASTM C177, 0.23 at 75 degrees F.
2. Maximum Service Temperature: 850 degrees F.
3. Maximum Moisture Absorption: 0.2 percent by volume.
C. Vapor Barrier Jacket: White kraft paper with glass fiber yarn, bonded to aluminized film; moisture
vapor transmission when tested in accordance with ASTM E96/E96M of 0.02 perm-inches.
D. Vapor Barrier Lap Adhesive: Compatible with insulation.
2.03 JACKETS
A. PVC Plastic.
1. Jacket: One piece molded type fitting covers and sheet material, off-white color.
a. Minimum Service Temperature: 0 degrees F.
b. Maximum Service Temperature: 150 degrees F.
c. Moisture Vapor Permeability: 0.002 perm inch, maximum, when tested in accordance with
ASTM E96/E96M.
d. Thickness: 10 mil.
e. Connections: Brush on welding adhesive.
2. Covering Adhesive Mastic: Compatible with insulation.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that piping has been tested before applying insulation materials.
B. Verify that surfaces are clean and dry, with foreign material removed.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install in accordance with NAIMA National Insulation Standards.
C. Exposed Piping: Locate insulation and cover seams in least visible locations.
D. Glass fiber insulated pipes conveying fluids below ambient temperature:
1. Provide vapor barrier jackets, factory-applied or field-applied; secure with self-sealing
longitudinal laps and butt strips with pressure sensitive adhesive. Secure with outward clinch
expanding staples and vapor barrier mastic.
2. insulate fittings,joints, and valves with molded insulation of like material and thickness as
adjacent pipe. Finish with glass cloth and vapor barrier adhesive or PVC fitting covers.
PROJECT N0, 16-172-1077 2307 19-2 SECTION 23 07 19
Copyright 2016 by KLUBER, INC.;All Rights Reserved HVAC PIPING INSULATION
E. For hot piping conveying fluids 140 degrees F or less, do not insulate flanges and unions at
equipment, but bevel and seal ends of insulation.
F. For hot piping conveying fluids over 140 degrees F, insulate flanges and unions at equipment.
G. Glass fiber insulated pipes conveying fluids above ambient temperature.
1. Provide standard jackets, with or without vapor barrier, factory-applied or field-applied. Secure
with self-sealing longitudinal laps and butt strips with pressure sensitive adhesive. Secure with
outward clinch expanding staples.
2. Insulate fittings,joints, and valves with insulation of like material and thickness as adjoining
pipe. Finish with glass cloth and adhesive or PVC fitting covers.
H. Inserts and Shields:
1. Application: Piping 1-1/2 inches diameter or larger.
2. Shields: Galvanized steel between pipe hangers or pipe hanger rolls and inserts.
3, Insert location: Between support shield and piping and under the finish jacket.
4. Insert Configuration: Minimum 6 inches long, of same thickness and contour as adjoining
insulation; may be factory fabricated.
5. Insert Material: Hydrous calcium silicate insulation or other heavy density insulating material
suitable for the planned temperature range.
Continue insulation through walls, sleeves, pipe hangers, and other pipe penetrations. Finish at
supports, protrusions, and interruptions.
3.03 SCHEDULE
A. Heating Systems:
1. Low Pressure Steam Piping:
a. Glass Fiber Insulation:
a) Pipe Size Range: Up to and including 2 inch.
(a)Thickness: 1-1/2 inch
b) Runouts not over 12 feet in length.
(a)Thickness: 1 inch.
2. Low Pressure Steam Condensate:
a. Glass Fiber Insulation:
a) Pipe Size Range: Up to and including 2 inch.
(a)Thickness: 1-1/2 inch
b) Runouts not over 12 feet in length.
(a)Thickness: 1 inch.
END OF SECTION
PROJECT NO. 16-172-1077 2307 19-3 SECTION 23 07 19
Copyright 2016 by KLUBER, INC.;All Rights Reserved HVAC PIPING INSULATION
SECTION 23 2213
STEAM AND CONDENSATE HEATING PIPING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Pipe and pipe fittings.
B. Pipe hangers and supports.
C. Valves.
D. Steam piping system.
E. Steam condensate piping system.
1.02 RELATED REQUIREMENTS
A. Section 23 8415 - Steam Humidifiers.
1.03 REFERENCE STANDARDS
A. ASME B16.18- Cast Copper Alloy Solder Joint Pressure Fittings; 2012.
B. ASME B16.22- Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings; 2013.
C. ASME B31.1 - Power Piping; 2014.
D. ASME B31.9- Building Services Piping; 2014.
E. ASTM B32- Standard Specification for Solder Metal; 2008 (Reapproved 2014).
F. ASTM B88- Standard Specification for Seamless Copper Water Tube; 2014.
G. ASTM B88M- Standard Specification for Seamless Copper Water Tube (Metric); 2013.
H. MSS SP-58 - Pipe Hangers and Supports- Materials, Design, Manufacture, Selection, Application,
and Installation; 2009.
1.04 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing the work of this section, with minimum
three years of documented experience.
1.05 DELIVERY, STORAGE,AND HANDLING
A. Accept valves on site in shipping containers with labelling in place. Inspect for damage.
B. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.
C. 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 REGULATORY REQUIREMENTS
A. Conform to ASME B31.9 and ASME 631.1 code for installation of piping system.
PROJECT NO. 16-172-1077 2322 13-1 SECTION 23 22 13
Copyright 2016 by KLUBER, INC.;All Rights Reserved STEAM AND CONDENSATE HEATING PIPING
2.02 LOW PRESSURE STEAM PIPING (15 PSIG MAXIMUM)
A. Copper Tube: ASTM B88(ASTM B88M), Type K(A), drawn.
1. Fittings: ASME B16.18, cast brass, or ASME B16.22 wrought copper,
2. Joints: Solder, lead free, ASTM B32, HB alloy (95-5 tin-antimony), or tin and silver.
2.03 LOW PRESSURE STEAM CONDENSATE PIPING
A. Copper Tube: ASTM B88 (ASTM B88M), Type L (B), drawn.
1. Fittings: ASME B16.18, cast brass, or ASME B16.22, wrought copper.
2. Joints: Solder, lead free,ASTM B32, HB alloy (95-5 tin-antimony), or tin and silver.
2.04 PIPE HANGERS AND SUPPORTS
A. Provide hangers and supports that comply with MSS SP-58,
1. If type of hanger or support for a particular situation is not indicated, select appropriate type
using MSS SP-58 recommendations.
B. Hangers for Pipe Sizes 2 to 4 inches: Carbon steel, adjustable, clevis.
C. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook.
D. Vertical Support: Steel riser clamp.
E. Hanger Rods: Mild steel threaded both ends, threaded one end, or continuous threaded.
F. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection
with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit
threaded hanger rods.
2.05 UNIONS, FLANGES,AND COUPLINGS
A. Unions for Pipe 2 Inches and Under:
1. Copper Pipe: Bronze, soldered joints.
B. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end,
water impervious isolation barrier.
2.06 BALL VALVES
A. Up To and Including 2 Inches:
1. Bronze one piece body, chrome plated bass ball, teflon seats and stuffing box ring, lever
handle with balancing stops, solder ends with union.
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.
PROJECT NO. 16-172-1077 2322 13-2 SECTION 23 22 13
Copyright 2016 by KLLIBER,INC.;All Rights Reserved STEAM AND CONDENSATE HEATING PIPING
D. Keep open ends of pipe free from scale and dirt. Whenever work is suspended during
construction protect open ends with temporary plugs or caps.
3.02 INSTALLATION ,
A. Install in accordance with manufacturer's instructions.
B. Route piping in orderly manner, plumb and parallel to building structure, and maintain gradient.
C. Install piping to conserve building space and avoid interference with use of space.
D. Install piping to allow for expansion and contraction without stressing pipe,joints, or connected
equipment.
E. Pipe Hangers and Supports:
1. Install in accordance with ASME B31.9.
2. Support horizontal piping as scheduled.
3. Place hangers within 12 inches of each horizontal elbow.
4. Use hangers with 1-112 inch minimum vertical adjustment. Design hangers for pipe movement
without disengagement of supported pipe.
F. Provide clearance for installation of insulation and access to valves and fittings.
3.03 SCHEDULES
A. Hanger Spacing for Copper Tubing.
1, 1l2 inch and 314 inch: Maximum span, 5 feet; minimum rod size, 1?4 inch.
2. 1 inch: Maximum span, 6 feet; minimum rod size, 1l4 inch.
3. 1-112 inch and 2 inch: Maximum span, 8 feet; minimum rod size, 318 inch.
END OF SECTION
PROJECT NO. 16-172-1077 2322 13-3 SECTION 23 22 13
Copyright 2016 by KLUBER, INC.;All Rights Reserved STEAM AND CONDENSATE HEATING PIPING
SECTION 23 3100
HVAC DUCTS AND CASINGS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Metal ductwork.
1.02 RELATED REQUIREMENTS
A. Section 23 0713- Duct Insulation: External insulation.
B. Section 23 8415 -Steam Humidifiers.
1.03 REFERENCE STANDARDS
A. ASTM A36/A36M- Standard Specification for Carbon Structural Steel; 2014.
B. ASTM A653/A653M- Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.
C. ASTM E84-Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
D. NFPA 90A-Standard for the Installation of Air-Conditioning and Ventilating Systems; 2015.
E. SMACNA (DCS)- HVAC Duct Construction Standards Metal and Flexible; 2005 (Rev. 2009).
1.04 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing the type of work specified in this
section, with minimum three years of documented experience.
1.05 REGULATORY REQUIREMENTS
A. Construct ductwork to NFPA 90A standards,
1.06 FIELD CONDITIONS
A. Do not install duct sealants when temperatures are less than those recommended by sealant
manufacturers.
B. Maintain temperatures within acceptable range during and after installation of duct sealants.
PART 2 PRODUCTS
2.01 MATERIALS
A. Galvanized Steel for Ducts: Hot-dipped galvanized steel sheet, ASTM A653/A653M FS Type B,
with G902275 coating.
B. Joint Sealers and Sealants: Non-hardening, water resistant, mildew and mold resistant.
1. Type: Heavy mastic or liquid used alone or with tape, suitable for joint configuration and
compatible with substrates, and recommended by manufacturer for pressure class of ducts.
2. VOC Content: Not more than 250 g/L, excluding water.
PROJECT N0, 16-172-1077 23 31 00-1 SECTION 23 3100
Copyright 2016 by KLUBER, INC.;All Rights Reserved HVAC DUCTS AND CASINGS
3. Surface Burning Characteristics: Flame spread index of zero and smoke developed index of
zero, when tested in accordance with ASTM E84.
C. Hanger Rod: ASTM A36/A36M; steel, galvanized; threaded both ends, threaded one end, or
continuously threaded.
D. Ducts: Galvanized steel, unless otherwise indicated.
E. Medium and High Pressure Supply: 4 inch w.g. pressure class, galvanized steel.
F. Ductmate or WDCI duct connection systems are acceptable. Ductwork constructed using these
systems shall refer to manufacturer's recommendations for sheet metal gage intermediate and
joint reinforcement.
G. Interior gaskets for flanged connections shall be Ductmate 440 butyl rubber.
2.02 DUCTWORK FABRICATION
A. Fabricate and support in accordance with SMACNA(DCS) and as indicated.
B. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated.
C. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible; maximum
30 degrees divergence upstream of equipment and 45 degrees convergence downstream.
PART 3 EXECUTION
3.01 INSTALLATION
A. install, support, and seal ducts in accordance with SMACNA(DCS).
B. Install in accordance with manufacturer's instructions.
C. Duct sizes indicated are inside clear dimensions. For lined ducts, maintain sizes inside lining.
D. Duct sizes indicated shall be of sizes indicated, However, necessary changes in shape offsets or
crossovers to clear piping, lighting, building construction obstructions, etc. shall be made without
additional cost.
E. Provide openings in ductwork where required to accommodate thermometers and controllers.
Provide pilot tube openings where required for testing of systems, complete with metal can with
spring device or screw to ensure against air leakage. Where openings are provided in insulated
ductwork, install insulation material inside a metal ring.
F. Locate ducts with sufficient space around equipment to allow normal operating and maintenance
activities.
G. Use double nuts and lock washers on threaded rod supports.
END OF SECTION
PROJECT NO. 16-172-1077 233100-2 SECTION 23 3100
Copyright 2016 by KLUBER, INC.;All Rights Reserved HVAC DUCTS AND CASINGS
SECTION 23 8415
STEAM HUMIDIFIERS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Electrode steam humidifiers.
1.02 RELATED REQUIREMENTS
A. Section 2210 05- Plumbing Piping.
B. Section 23 2213 -Steam and Condensate Heating Piping.
1.03 REFERENCE STANDARDS
A. AHRI 610 (I-P)- Performance Rating Of Central System Humidifiers for Residential Applications;
2014.
1.04 SUBMITTALS
A. See Section 0130 00-Administrative Requirements, for submittal procedures.
B. Product Data: Provide catalog data indicating rated capacity, dimensions, duct and service
connections, electric nameplate data and wiring diagrams.
C. Shop Drawings: Indicate layout of system and components.
D. Operation and Maintenance Data: Include manufacturer's descriptive literature, operating
instructions, installation instructions, maintenance and repair data, and parts listing.
E. Warranty: Submit manufacturer's warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified
in this section, with minimum three years of documented experience.
B. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc.
as suitable for the purpose specified and indicated.
1.06 WARRANTY
A. See Section 0178 00- Closeout Submittals, for additional warranty requirements.
B. Provide two year manufacturer warranty for humidifier unit except the cylinder.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Nortec: Model EL Series.
B. Armstrong International, Inc.
C. Dri-Steem Corporation.
PROJECT NO. 16-172-1077 2384 15-1 SECTION 23 84 15
Copyright 2016 by KLUBER, INC.;All Rights Reserved STEAM HUMIDIFIERS
2.02 ELECTRODE STEAM HUMIDIFIERS
A. Humidifier: Self-contained, disposable cylinder, microprocessor controlled electrode steam
generating unit AHRI 610 (I-P),
B. The electrode steam generating system shall use a potable water supply.
C, Packaged unit, wall mounted, mineral free atmospheric pressure steam generation using an
electrode steam cylinder(s). Resistive element technology and boiler system(pressure steam)
technology are not acceptable.
D. Unit to be complete with:
1. Advanced water management utilizing the patented Proportional plus Integral Auto-adaptive
control system for optimal energy efficiency, water usage and cylinder life.
2. Modulating output between 20%- 100% of rated capacity.
3. Microprocessor controlled fill valve and drain valve allowing automatic water management.
4. Internal drain water tempering to ensure maximum 140 degrees F drain water.
5. Integral fill cup with minimum 1-inch air gap to prevent back siphoning.
6. Full cylinder indication and pre-notification of automatic shutdown at end of cylinder life.
7. Automatic pulse feature to clean any obstruction from the drain solenoid valve when needed.
8. Automatic off-season shut down (after 3 days of"no call") will completely drain the cylinder(s)
and automatically restart on call for humidity. Adjustable on/off and time sequence. Provides
extended cylinder life, while ensuring stagnant water does not remain in the system.
9. Accepts a signal from BMS system using Modbus protocols or modulating humidistat.
10.Single or dual channel signal acceptance, demand or transducer.
11.Plumbing door interlock safety switch to allow power interruption when installing or servicing
humidifier.
12.Total Controller microprocessor with alphanumeric backlit display.
E. Controls
1. Microcomputer controls featuring;
a. Multi-function, backlight, graphic display with keypad programming and adjustment.
b. Real time clock to indicate operating parameters.
c. Unit operating status in hours.
d. On screen troubleshooting.
e. On screen graphic indication of humidity demand trends.
f. Ability to have interface to building automation system.
g. Status indicating LEDs on front of unit.
F. Optional Accessories
1. Header for steam distributor.
2. Inlet adapter for steam distributor.
3. Air proving switch.
4. Digital duct stat on/off high limit.
5. 0-10V digital duct humidistat.
G. Steam Distribution - Nortec Short Absorption Manifold complete with;
PROJECT N0, 16-172-1077 2384 15-2 SECTION 23 84 15
Copyright 2016 by KLUBER, INC.;All Rights Reserved STEAM HUMIDIFIERS
1. Steam dispersion panel consisting of a(one) horizontal stainless steel header supplying steam
to a bank of vertical tubbes, spaced closely as necessary to meet absorption distance
requirements, and to reduce condensation loss.
2. Header shall be welded stainless steel construction.
a. Steam inlet and condensate return located on same side of header to allow single point
entry. Condensate return shall be located at lowest point of header.
3. Vertical stainless steel distribution tube to promote condensation evacuation.
4. Tubes shall be primarily stainless steel construction.
a. Distribution tubes shall include provisions for a top bracket. Factory supplied top bracket
shall be provide to ensure adequate support of tubes in duct.
b. Stainless steel nozzle inserts ensure condensate free steam is discharged from the center
of the distribution tubes. Tubes without nozzle inserts are not acceptable.
c. Stainless steel nozzles shall be made from similar material as tubes to ensure similar
expansion and contraction coefficients. Tubes with nozzles made from dissimilar metals or
polymers are not acceptable.
d. Stainless steel nozzle inserts shall have metered orifices, sized to provide even distribution
of the discharged steam, spaced for optimum steam absorption.
5. Steam inlet configuration selection shall be based on atmospheric steam applications.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Provide galvanized steel rods to support distribution manifolds and mount in air system plenums.
END OF SECTION
PROJECT N0. 16-172-1077 2384 15-3 SECTION 23 84 15
Copyright 2016 by KLUBER, INC.;All Rights Reserved STEAM HUMIDIFIERS
SECTION 26 05 00
BASIC ELECTRICAL REQUIREMENTS
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to this Section.
1.02 SECTION INCLUDES
A. Basic Electrical Requirements and materials specifically applicable to Division 26 Sections, in
addition to Division 1 - General Requirements. Section includes:
1. Electrical Identification.
2. Minor Demolition.
3. Conductors and Devices.
4. Raceways and Boxes.
5. Supporting Devices.
6. Equipment Connection.
7. Enclosed Switch.
8. Circuit Breaker(as indicated on Drawings).
1.03 REGULATORY REQUIREMENTS
A. Conform to NFPA 70- National Electrical Code, latest edition with amendments as adopted by the
Village of Oak Brook, IL.
B. Install electrical Work in accordance with the NECA Standard of Installation.
1.04 DELIVERY, STORAGE AND HANDLING
A. Store and protect all materials as specified under the provisions of Section 0160 00 and as
specified herein.
B. Deliver products to the project properly identified with names, model numbers, types, grades,
compliance labels, and other information needed for identification.
C. Ship products to the job site in their original packaging. Receive and store products in a suitable
manner to prevent damage or deterioration. Keep equipment upright at all times.
D. Investigate the spaces through which equipment must pass to reach its final destination.
Coordinate with the manufacturer to arrange delivery at the proper stage of construction and to
provide shipping splits where necessary.
1.05 PROJECT/SITE CONDITIONS
A. install work in locations shown on Drawings, unless prevented by Project conditions. Drawings
have omitted certain branch circuitry in areas for ease of reading. All branch circuitry is to be
provided by Contractor.
PROJECT NO. 16-172-1077 26 05 00-1 SECTION 26 05 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
B. Prepare drawings showing proposed rearrangement of Work to meet Project conditions, including
changes to Work specified in other Sections. Obtain permission from Architect/Engineer before
proceeding as specified under modification procedures.
1.06 QUALITY ASSURANCE
A. Provide Work as required for a complete and operational electrical installation.
B. All products shall be designed, manufactured, and tested in accordance with industry standards.
Standards, organizations, and their abbreviations as used hereafter, include the following:
1, American National Standards Institute, Inc. (ANSI).
2. American Society for Testing and Materials(ASTM).
3. National Electrical Manufacturers Association (NEMA).
4. Underwriters Laboratories, Inc, (UL).
C. Install all Work in accordance with the NECA Standard of Installation.
1.07 SUBMITTALS
A. Submit all requested items in Division 26 Sections under provisions of Section 0130 00,
1.08 PROJECT MANAGEMENT AND COORDINATION
A. Proper project management and coordination is critical for a successful project. Manage and
coordinate the Work with all other trades in accordance with Section 0130 00 requirements.
Reliance on the Drawings and Specifications only for exact project requirements is insufficient for
proper coordination.
PART 2 PRODUCTS
2.01 WIRING METHODS
A. All locations: Building wire in raceway.
B. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 14 AWG for
control wiring.
1. Use 10 AWG conductor for 20 ampere, 120 volt branch circuit home runs longer than 100 feet.
Use minimum#10 AWG conductor wire in all the following locations:
a. All programmable panel branch circuits (larger where indicated).
b. All emergency lighting and exit branch circuits.
2.02 WIRE AND CABLE
A. Manufacturers:
1. Okonite.
2. Southwire.
3. Collyer.
B. Building Wire:
1. Feeders and Branch Circuits Larger Than 6 AWG: Copper, stranded conductor, 600 volt
insulation.
PROJECT NO. 16-172-1077 260500-2 SECTION 26 05 00
Copyright 2016 by KLUBER,INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
2. Feeders and Branch Circuits 6 AWG and Smaller: Copper conductor, 600 volt insulation. 6
and 8 AWG, stranded conductor; smaller than 8 AWG, stranded conductor(solid for device
terminations).
3. Control Circuits: Copper, stranded conductor, 600 volt insulation.
4. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet.
5. Use 10 AWG conductors for 20 ampere, 277 volt branch circuits longer than 200 feet.
6. Use conductor not smaller than 12 AWG for power and lighting circuits.
7. Use conductor not smaller than 16 AWG for control circuits.
C. Locations:
1. Concealed Dry Interior Locations: Use only building wire with Type THHN insulation in
raceway.
2. Exposed Dry Interior Locations: Use only building wire with Type THHN insulation in raceway.
3. Above Accessible Ceilings: Use only building wire with Type THHN insulation in raceway.
4. Wet or Damp Interior Locations: Use only building wire with Type THWN insulation in raceway.
5. Underground Installations: Use only building wire with Type XHHW insulation in raceway.
2.03 RACEWAY REQUIREMENTS
A. Use only specified raceway in the following locations:
1. Branch Circuits and Feeders:
a. Concealed Dry Interior Locations: Electrical metallic tubing.
b. Exposed Dry Interior Finished Locations: Electrical metallic tubing.
c. Exposed Dry Interior Unfinished Locations: Electrical metallic tubing.
d. Utility Primary and Site Lighting: Sch 40 PVC, concrete encased under road ways and
parking lots.
e. All other locations: Galvanized Rigid Metallic Conduit.
B. Size raceways for conductor type installed.
1. Minimum Size Conduit Homerun to Panelboard: 3l4-inch,
2.04 METALLIC CONDUIT AND FITTINGS
A. Conduit:
1. Rigid Steel Conduit: ANSI C80.1.
2. Electrical metallic tubing: ANSI C80.3.
3. Flexible Conduit: UL 1, zinc-coated steel.
a. Liquidtight Flexible Conduit: UL360. Fittings shall be specifically approved for use with this
raceway.
B. Conduit Fittings:
1. Metal Fittings and Conduit Bodies: NEMA FB 1.
a. EMT fittings: Use set-screw indentor-type fittings.
2.05 CONDUIT HANGERS
A. Manufacturers:
1. Minerrallac Electric Company.
2. Substitutions: Or Approved Equal.
PROJECT N0, 16-172-1077 260500-3 SECTION 26 05 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
B. Description:
1. Standard conduit hanger, zinc-plated steel with bolts.
2. Threaded rod and hardware: Plated finish, size and length as required for loading and
conditions.
2.06 BEAM CLAMPS
A. Manufacturers:
1. Appleton.
2. Midwest.
3. Raco.
B. Description: Malleable beam clamp, zinc plated steel.
2.07 ELECTRICAL BOXES
A. Manufacturers:
1. Raco.
2. Steel City.
3. Appleton.
4. Substitutions: Or Approved Equal,
B. Sheet Metal Outlet Boxes: ANSI/NEMA OS 1, galvanized steel, suitable for installation in
masonry:
C. Equipment Support Boxes: Rated for weight of equipment supported; include 2 inch male fixture
studs where required.
D. Wet Location Outlet Boxes: Cast aluminum: Cast alloy, deep type, gasket cover, threaded hubs.
2.08 PENETRATION SEALANTS
A. Fire-rated assemblies: Provide firestopping of all penetrations made by Work under this Contract.
2.09 WIRE AND CABLE MARKERS
A. Manufacturers:
1. Brady Model PCPS.
2. Panduit Model PCM.
3. T & B Model WM.
B. Description: Cloth type wire markers.
C. Locations: Each conductor at panelboard gutters, pull boxes, and each load connection.
D. Legend:
1. Power and Lighting Circuits: Branch circuit or feeder number indicated on drawings.
2.10 CONDUIT MARKERS
A. Location: Furnish markers for each conduit longer than 6 feet.
B. Spacing: 20 feet on center.
PROJECT NO. 16-172-1077 260500-4 SECTION 26 05 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
C. Color:
1. 480 Volt System: Orange
2. 208 Volt System: Black
3. Fire Alarm System: Red.
2.11 ENCLOSED SWITCH.
A. Description: Quick-make, quick-break enclosed safety switches listed and labeled as complying
with UL 98; heavy duty; ratings, configurations, and features as indicated on the drawings
PART 3 EXECUTION
3.01 EXAMINATION AND PREPARATION
A. Demolition Drawings are based on casual field observation and are intended to identify the limits
of the construction site. Remove all electrical systems in their entirety in proper sequence with the
Work.
B. Disconnect electrical systems in walls, floors, and ceilings for removal.
C. Provide temporary wiring and connections to maintain existing systems in service during
construction. When work must be performed on energized equipment or circuits, use personnel
experienced in such operations.
D. Existing Electrical Service and Emergency Electrical Service: Maintain existing system in service
until new system is complete and ready for service. Disable system only to make switchovers and
connections. Obtain permission from Owner and Architect at least 24 hours before partially or
completely disabling system. Minimize outage duration. Make temporary connections to maintain
service in areas adjacent to work area.
E. Beginning of demolition means installer accepts existing conditions.
F. Verify that supporting surfaces are ready to receive work.
G. Electrical boxes are shown on Drawings, in approximate locations, unless dimensioned.
1. Obtain verification from Architect/Engineer for locations of outlets throughout prior to rough-in.
H. Degrease and clean surfaces to receive wire markers.
I. Verify that interior of building is physically protected from weather.
J. Verify that mechanical work which is likely to injure conductors has been completed,
K. Completely and thoroughly swab raceway system before installing conductors.
3.02 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK
A. Remove all existing electrical installations to accommodate new construction.
B. Remove abandoned wiring to source of supply.
C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling
finishes. Cut conduit flush with walls and floors, and patch surfaces.
D. Relocate existing fire alarm devices affected by wall, ceiling and floor demolition.
PROJECT NO. 16-172-1077 260500-5 SECTION 26 05 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
E, Repair adjacent construction and finishes damaged during demolition and extension work.
F. Properly dispose of all ballast to approved ballast recycler. Do not land fill ballasts.
3.03 APPLICATION
A. Install nameplate and label parallel to equipment lines.
B. Secure nameplate to equipment front using screws.
C. Secure nameplates to inside surface of door on panelboard that is recessed in finished locations.
D. Identify underground conduits using underground warning tape. Install one tape per trench at 3
inches below finished grade.
E. Neatly train and secure wiring inside boxes, equipment, and panelboards.
F. Use wire pulling lubricant for pulling 4 AWG and larger wires.
G. Route wire and cable as required to meet project conditions.
1. Wire and cable routing indicated is approximate unless dimensioned.
2. Where wire and cable destination is indicated and routing is not shown, determine exact routing
and lengths required.
H. Pull all conductors into raceway at same time.
I. Protect exposed cable from damage.
J. Neatly train and lace wiring inside boxes, equipment and panelboards.
K. Support cables above accessible ceilings to keep them from resting on ceiling tiles.
L. Make splices, taps, and terminations to carry full ampacity of conductors without perceptible
temperature rise.
M. Use split bolt connectors for copper conductor splices and taps, 6 AWG and larger. Tape
uninsulated conductors and connector with electrical tape to 150 percent of insulation rating of
conductor.
N. Provide anchors, fasteners, and supports in accordance with NECA "Standard of Installation".
0. Do not fasten supports to pipes, ducts, mechanical equipment, and conduit.
P. Do not use powder-actuated anchors.
Q. Do not drill or cut structural members.
R. Fabricate supports from structural steel or steel channel. Rigidly weld members or use hexagon
head bolts to present neat appearance with adequate strength and rigidity. Use spring lock
washers under all nuts.
S. Install surface-mounted cabinets and panelboards with minimum of four anchors.
T. In wet and damp locations use steel channel supports to stand cabinets and panelboards one inch
off wall.
PROJECT NO. 16-172-1077 260500-6 SECTION 26 05 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
U. Use sheet metal channel to bridge studs above and below cabinets and panelboards recessed in
hollow partitions.
V. Terminate spare conductors with electrical tape.
W. Do not share neutral conductor on load side of dimmers.
END OF SECTION
PROJECT NO. 16-172-1077 260500-7 SECTION 26 05 00
Copyright 2016 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
ATTACHMENT C
VILLAGE OF OAK BROOK
FIRE STATION 94 HUMIDIFIER INSTALLATION
ATTACHMENT C
LIST OF DRAWINGS
DATE LAST
SHEET NOS. SHEET TITLES REVISED
G100 Cover Sheet, General Notes, Symbols, & Drawing Index 11/02/2016
ME310 Partial Upper Level Floor Plan and Details 11/02/2016
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VILLAGE OF OAK BROOK
FIRE STATION 94 HUMIDIFIER INSTALLATION
ATTACHMENT D
SPECIAL PROJECT REQUIREMENTS
1. Contractor shall have five (5) years of experience which is comparable in type and scope
to this project.
2. Work hours are 7:00 a.m. to 4:30 p.m. Monday through Friday. Any deviation is subject
to the approval of the Village representative.
3. The project will be done on consecutive work days, excluding weekends and holidays
observed by the Village, until completed, delays only to inclement weather.
4. Contractor is required to obtain all necessary permits from the Village of Oak Brook, and
schedule required inspections through Development Services.
5. The Contractor shall supply to the Village, phone numbers where he/she can be reached
after normal working hours.
6. The Contractor must submit all manufacturers' literature on all materials that will be used
on this project, including M.S.D.S. (Material Safety Data Sheets) prior to any work
beginning.
7. A storage location for supplies, ladders and scaffolding shall be mutually agreed upon
between the Village and the contractor before any material is stored on site. The
Contractor must deliver material with manufacturers labels intact and legible, store
material on raised platforms and cover material with protective covering.
8. Before work is started, Contractor must deliver to the job site sufficient material to
complete the project.
9. If a dumpster is required, the location of the dumpster placement shall be mutually agreed
upon between the Village and the contractor.
10. All ladders and scaffolding shall be maintained in prior working order during the course
of this project and shall be secured at the end of each workday.
11. Contractor must provide barricades to ensure that falling debris will not injure anyone,
and to prevent public access to the work area at all times. Yellow "CAUTION" tape will
be placed below the immediate work areas of laborers and scaffolds to warn the public of
people working overhead.
ATTACHMENT D
12. At all times, Contractor must keep the work and storage areas in a clean, orderly, and a
picked up manner, to prevent debris from blowing. Clean adjoining streets and immediate
vicinity at the end of each work day. Sidewalks, windowsills, roofs and other work areas
will be broom swept to remove all debris. Daily material and debris not placed into
dumpster will be removed from the site.
13. Upon completion of the project the work area shall be cleaned. All debris and remaining
material and supplies shall be removed from the jobsite, including the dumpster within 72
hours of completion.
14. Upon completion the Contractor shall supply a one year warranty covering material and
workmanship; contractor shall submit sample warranty with bid.
VILLAGE OF OAK BROOK
FIRE STATION 94 HUMIDIFIER INSTALLATION
APPENDIX 1
PREVAILING WAGES
Cook County Prevailing Wage for July 2015
(See explanation of column headings at bottom of wages)
Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac
Trng
ASBESTOS ABT-GEN ALL 39. 400 39. 950 1.5 1.5 2. 0 13. 98 10.72 0.000
0.500
ASBESTOS ABT-MEC BLD 36.340 38 . 840 1.5 1.5 2. 0 11.47 10. 96 0.000
0.720
BOILERMAKER BLD 47 . 070 51.300 2.0 2. 0 2.0 6. 970 18.13 0.000
0. 400
BRICK MASON BLD 43.780 48 .160 1.5 1.5 2. 0 10. 05 14.43 0.000
1. 030
CARPENTER ALL 44 .350 46.350 1.5 1.5 2. 0 11. 79 16.39 0.000
0. 630
CEMENT MASON ALL 43.750 45. 750 2. 0 1.5 2. 0 13. 05 14 .45 0.000
0. 480
CERAMIC TILE FNSHER BLD 36. 810 0. 000 1.5 1.5 2. 0 10.55 9.230 0.000
0.770
COMM. ELECT. BLD 40. 000 42. 800 1.5 1.5 2. 0 8. 670 12.57 1. 100
0.750
ELECTRIC PWR EQMT OP ALL 46. 100 51.100 1.5 1.5 2. 0 10.76 14 .87 0.000
0. 460
ELECTRIC PWR GRNDMAN ALL 37 . 050 52.500 1.5 2.0 2. 0 8. 630 12.28 0.000
0. 370
ELECTRIC PWR LINEMAN ALL 47 .500 52.500 1.5 2. 0 1.5 11. 06 15.75 0.000
0. 480
ELECTRICIAN ALL 45. 000 48. 000 1.5 1.5 2. 0 13. 83 15.27 0.000
1. 000
ELEVATOR CONSTRUCTOR BLD 50.800 57 .150 2. 0 2. 0 2. 0 13.57 14.21 4 . 060
0. 600
FENCE ERECTOR ALL 37 .340 39.340 1.5 1.5 2. 0 13. 05 12.06 0.000
0.300
GLAZIER BLD 40.500 42. 000 1.5 2. 0 2.0 13. 14 16. 99 0.000
0. 940
HT/FROST INSULATOR BLD 48 . 450 50. 950 1.5 1.5 2. 0 11. 47 12.16 0.000
0.720
IRON WORKER ALL 44 .200 46.200 2. 0 2.0 2. 0 13. 65 21.14 0.000
0.350
APPENDIX 1
LABORER ALL 39.200 39. 950 1. 5 1 .5 2. 0 13. 98 10.72 0.000
0.500
LATHER ALL 44 .350 46.350 1.5 1. 5 2.0 13.29 16.39 0.000
0. 630
MACHINIST BLD 45. 350 47 . 850 1.5 1.5 2. 0 7.260 8.950 1. 850
0. 000
MARBLE FINISHERS ALL 32. 400 34 .320 1.5 1. 5 2.0 10.05 13.75 0.000
0. 620
MARBLE MASON BLD 43. 030 47. 330 1.5 1. 5 2. 0 10. 05 14.10 0. 000
0.780
MATERIAL TESTER I ALL 29.200 0. 000 1. 5 1. 5 2. 0 13. 98 10.72 0.000
0.500
MATERIALS TESTER II ALL 34 .200 0. 000 1.5 1.5 2. 0 13. 98 10.72 0.000
0. 500
MILLWRIGHT ALL 44 . 350 46. 350 1.5 1.5 2. 0 13.29 16.39 0.000
0. 630
OPERATING ENGINEER BLD 1 48. 100 52.100 2. 0 2. 0 2. 0 17. 55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 2 46. 800 52.100 2. 0 2. 0 2. 0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 3 44 .250 52.100 2. 0 2. 0 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 4 42. 500 52.100 2. 0 2.0 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 5 51 . 850 52.100 2.0 2. 0 2. 0 17.55 12.65 1. 900
1.250
OPERATING ENGINEER BLD 6 49. 100 52.100 2.0 2. 0 2. 0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 7 51 .100 52.100 2. 0 2. 0 2.0 17 .55 12. 65 1. 900
1.250
OPERATING ENGINEER FLT 1 53. 600 53. 600 1 . 5 1. 5 2.0 17.10 11. 80 1. 900
1.250
OPERATING ENGINEER FLT 2 52. 100 53. 600 1.5 1.5 2. 0 17. 10 11.05 1. 900
1.250
OPERATING ENGINEER FLT 3 46. 400 53. 600 1.5 1.5 2. 0 17. 10 11.80 1. 900
1.250
OPERATING ENGINEER FLT 4 38.550 53. 600 1.5 1. 5 2. 0 17. 10 11.80 1. 900
1.250
OPERATING ENGINEER FLT 5 55.100 53. 600 1.5 1. 5 2.0 17. 10 11.80 1. 900
1.250
OPERATING ENGINEER FLT 6 35. 000 35.000 1.5 1.5 2. 0 16. 60 11.05 1. 900
1.250
OPERATING ENGINEER HWY 1 46.300 50.300 1.5 1.5 2. 0 17. 55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 2 45.750 50.300 1.5 1. 5 2. 0 17 .55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 3 43.700 50.300 1 . 5 1. 5 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 4 42.300 50.300 1.5 1. 5 2. 0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 5 41. 100 50.300 1.5 1. 5 2. 0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 6 49.300 50.300 1. 5 1. 5 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 7 47 . 300 50.300 1.5 1.5 2. 0 17. 55 12. 65 1. 900
1.250
APPENDIX 1
ORNAMNTL IRON WORKER ALL 45.000 47.500 2. 0 2. 0 2. 0 13. 55 17.94 0. 000
0. 650
PAINTER ALL 41.750 46.500 1.5 1.5 1. 5 11. 50 11.10 0.000
0. 770
PAINTER SIGNS BLD 33. 920 38. 090 1.5 1.5 1. 5 2. 600 2.710 0.000
0. 000
PILEDRIVER ALL 44 .350 46. 350 1.5 1.5 2. 0 13.29 16.39 0.000
0. 630
PIPEFITTER BLD 46. 000 49. 000 1.5 1.5 2. 0 9. 000 15.85 0. 000
1.780
PLASTERER BLD 43. 430 46. 040 1.5 1.5 2. 0 13. 05 14.43 0. 000
1. 020
PLUMBER BLD 46. 650 48. 650 1.5 1.5 2. 0 13.18 11.46 0. 000
0.880
ROOFER BLD 41. 000 44 . 000 1.5 1.5 2. 0 8.280 10.54 0.000
0.530
SHEETMETAL WORKER BLD 42.230 45. 610 1.5 1 .5 2. 0 10.53 20.68 0. 000
0.720
SIGN HANGER BLD 31.310 33. 810 1.5 1.5 2. 0 4 . 850 3.280 0. 000
0. 000
SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2. 0 11.75 9.650 0.000
0.550
STEEL ERECTOR ALL 42. 070 44. 070 2.0 2. 0 2. 0 13. 45 19.59 0. 000
0.350
STONE MASON BLD 43.780 48. 160 1.5 1.5 2. 0 10. 05 14.43 0.000
1.030
SHRVEY WORKER -> NOT IN EFFECT ALL 37. 000 37 .750 1.5 1.5 2.0
12. 97 9. 930 0. 000 0.500
TERRAZZO FINISHER BLD 38.040 0. 000 1.5 1.5 2.0 10.55 11.22 0. 000
0.720
TERRAZZO MASON BLD 41.880 44 . 880 1.5 1.5 2. 0 10.55 12.51 0. 000
0. 940
TILE MASON BLD 43. 840 47. 840 1.5 1.5 2.0 10.55 11.40 0. 000
0. 990
TRAFFIC SAFETY WRKR HWY 32. 750 34 .350 1.5 1.5 2. 0 6. 550 6.450 0. 000
0.500
TRUCK DRIVER E ALL 1 35.480 35. 680 1.5 1. 5 2. 0 8. 350 10.50 0.000
0.150
TRUCK DRIVER E ALL 2 34 .100 34 . 500 1. 5 1.5 2. 0 8. 150 8.500 0. 000
0. 150
TRUCK DRIVER E ALL 3 34 .300 34 . 500 1.5 1.5 2. 0 8. 150 8.500 0. 000
0. 150
TRUCK DRIVER E ALL 4 34 . 500 34 . 500 1.5 1.5 2.0 8. 150 8.500 0.000
0.150
TRUCK DRIVER W ALL 1 35. 600 35. 800 1.5 1.5 1.5 8.250 9.140 0. 000
0. 150
TRUCK DRIVER W ALL 2 32. 700 33. 100 1.5 1.5 2. 0 6. 500 4 .350 0.000
0.000
TRUCK DRIVER W ALL 3 32. 900 33. 100 1.5 1.5 2. 0 6. 500 4.350 0. 000
0. 000
TRUCK DRIVER W ALL 4 33. 100 33. 100 1.5 1.5 2. 0 6.500 4 .350 0. 000
0.000
TUCKPOINTER BLD 43.800 44 . 800 1.5 1.5 2.0 8 . 280 13.49 0.000
0. 670
Legend: RG (Region)
TYP (Trade Type - All,Highway,Building,Floating,oil & Chip,Rivers)
APPENDIX 1
C (Class)
Base (Base Wage Rate)
FRMAN (Foreman Rate)
M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri.
OSA (Overtime (OT) is required for every hour worked on Saturday)
OSH (Overtime is required for every hour worked on Sunday and Holidays)
H/W (Health & Welfare Insurance)
Pensn (Pension)
Vac (Vacation)
Trng (Training)
Explanations
COOK COUNTY
The following list is considered as those days for which holiday rates
of wages for work performed apply: New Years Day, Memorial Day,
Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and
Veterans Day in some classifications/counties. Generally, any of
these holidays which fall on a Sunday is celebrated on the following
Monday. This then makes work performed on that Monday payable at the
appropriate overtime rate for holiday pay. Common practice in a given
local may alter certain days of celebration. If in doubt, please
check with IDOL.
TRUCK DRIVERS (WEST) - That part of the county West of Barrington
Road.
EXPLANATION OF CLASSES
ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous
materials from any place in a building, including mechanical systems
where those mechanical systems are to be removed. This includes the
removal of asbestos materials/mold and hazardous materials from
ductwork or pipes in a building when the building is to be demolished
at the time or at some close future date.
ASBESTOS - MECHANICAL - removal of asbestos material from mechanical
systems, such as pipes, ducts, and boilers, where the mechanical
systems are to remain.
CERAMIC TILE FINISHER
The grouting, cleaning, and polishing of all classes of tile, whether
for interior or exterior purposes, all burned, glazed or unglazed
products; all composition materials, granite tiles, warning detectable
tiles, cement tiles, epoxy composite materials, pavers, glass,
mosaics, fiberglass, and all substitute materials, for tile made in
tile-like units; all mixtures in tile like form of cement, metals, and
other materials that are for and intended for use as a finished floor
surface, stair treads, promenade roofs, walks, walls, ceilings,
swimming pools, and all other places where tile is to form a finished
interior or exterior. The mixing of all setting mortars including but
not limited to thin-set mortars, epoxies, wall mud, and any other
sand and cement mixtures or adhesives when used in the preparation,
installation, repair, or maintenance of tile and/or similar materials.
The handling and unloading of all sand, cement, lime, tile,
fixtures, equipment, adhesives, or any other materials to be used in
the preparation, installation, repair, or maintenance of tile and/or
similar materials. Ceramic Tile Finishers shall fill all joints and
APPENDIX 1
voids regardless of method on all tile work, particularly and
especially after installation of said tile work. Application of any
and all protective coverings to all types of tile installations
including, but not be limited to, all soap compounds, paper products,
tapes, and all polyethylene coverings, plywood, masonite, cardboard,
and any new type of products that may be used to protect tile
installations, Blastrac equipment, and all floor scarifying equipment
used in preparing floors to receive tile. The clean up and removal of
all waste and materials. All demolition of existing tile floors and
walls to be re-tiled.
COMMUNICATIONS ELECTRICIAN
Installation, operation, inspection, maintenance, repair and service
of radio, television, recording, voice sound vision production and
reproduction, telephone and telephone interconnect, facsimile, data
apparatus, coaxial, fibre optic and wireless equipment, appliances and
systems used for the transmission and reception of signals of any
nature, business, domestic, commercial, education, entertainment, and
residential purposes, including but not limited to, communication and
telephone, electronic and sound equipment, fibre optic and data
communication systems, and the performance of any task directly
related to such installation or service whether at new or existing
sites, such tasks to include the placing of wire and cable and
electrical power conduit or other raceway work within the equipment
room and pulling wire and/or cable through conduit and the
installation of any incidental conduit, such that the employees
covered hereby can complete any job in full.
MARBLE FINISHER
Loading and unloading trucks, distribution of all materials (all
stone, sand, etc. ) , stocking of floors with material, performing all
rigging for heavy work, the handling of all material that may be
needed for the installation of such materials, building of
scaffolding, polishing if needed, patching, waxing of material if
damaged, pointing up, caulking, grouting and cleaning of marble,
holding water on diamond or Carborundum blade or saw for setters
cutting, use of tub saw or any other saw needed for preparation of
material, drilling of holes for wires that anchor material set by
setters, mixing up of molding plaster for installation of material,
mixing up thin set for the installation of material, mixing up of sand
to cement for the installation of material and such other work as may
be required in helping a Marble Setter in the handling of all
material in the erection or installation of interior marble, slate,
travertine, art marble, serpentine, alberene stone, blue stone,
granite and other stones (meaning as to stone any foreign or domestic
materials as are specified and used in building interiors and
exteriors and customarily known as stone in the trade) , carrara,
sanionyx, vitrolite and similar opaque glass and the laying of all
marble tile, terrazzo tile, slate tile and precast tile, steps, risers
treads, base, or any other materials that may be used as substitutes
for any of the aforementioned materials and which are used on interior
and exterior which are installed in a similar manner.
MATERIAL TESTER I : Hand coring and drilling for testing of materials;
field inspection of uncured concrete and asphalt.
APPENDIX 1
MATERIAL TESTER II : Field inspection of welds, structural steel,
fireproofing, masonry, soil, facade, reinforcing steel, formwork,
cured concrete, and concrete and asphalt batch plants; adjusting
proportions of bituminous mixtures.
OPERATING ENGINEER - BUILDING
Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with
Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ;
Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant;
Combination Back Hoe Front End-loader Machine; Compressor and Throttle
Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete
Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete
Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom;
Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes,
Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider
Crane; Crusher, Stone, etc. ; Derricks, All; Derricks, Traveling;
Formless Curb and Gutter Machine; Grader, Elevating; Grouting
Machines; Heavy Duty Self-Propelled Transporter or Prime Mover;
Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists,
Elevators, outside type rack and pinion and similar machines; Hoists,
One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic
Backhoes. Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ;
Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators;
Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump
Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum
Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder;
Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation
of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom;
Trenching Machines.
Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete
Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks;
Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists,
Automatic; Hoists, Inside Elevatcrs; .Hoists, Sewer Dragging Machine;
Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ;
Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors,
All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame.
Class 3. Air Compressor; Combination Small Equipment Operator;
Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling
or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting,
and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300
ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ;
Winches, 4 Small Electric Drill Winches.
Class 4 . Bobcats and/or other Skid Steer Loaders; Oilers; and Brick
Forklift.
Class 5. Assistant Craft Foreman.
Class 6. Gradall.
Class 7 . Mechanics; Welders.
APPENDIX 1
OPERATING ENGINEERS - HIGHWAY CONSTRUCTION
Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt
Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar
type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast
Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix
Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe
Bucket or over or with attachments) ; Concrete Breaker (Truck
Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft. ; Concrete
Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower
Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc. ;
Derricks, All; Derrick Boats; Derricks, Traveling; Dredges;
Elevators, Outside type Rack & Pinion and Similar Machines; Formless
Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader,
Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard
Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy
Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes;
Backhoes with shear attachments up to 40' of boom reach; Lubrication
Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig;
Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid
Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill
Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck
Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ;
Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor
Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with
Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine;
Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole
Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5
ft. in diameter and over tunnel, etc; Underground Boring and/or Mining
Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) .
Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve;
Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front
Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with
attachments) ; Compressor and Throttle Valve; Compressor, Common
Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding
Machine; Concrete Mixer or Paver 7S Series to and including 27 cu.
ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine,
Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck
Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine -
Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging
Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydro
Excavating (excluding hose work) ; Laser Screed; All Locomotives,
Dinky; Off-Road Hauling Units (including articulating) Non
Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type
Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows;
Rototiller, Seaman, etc. , self-propelled; Self-Propelled Compactor;
Spreader - Chip - Stone, etc. ; Scraper - Single/Twin Engine/Push and
Pull; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tractors
pulling attachments, Sheeps Foot, Disc, Compactor, etc. ; Tug Boats.
Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender;
Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ;
Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ;
Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All
Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe
APPENDIX 1
Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven;
Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam
Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats;
Tamper-Form-Motor Driven.
Class 4 . Air Compressor; Combination - Small Equipment Operator;
Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic
Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All
(1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300
ft. ) ; Pumps, Well Points; Vacuum Trucks (excluding hose work) ; Welding
Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches.
Class 5. SkidSteer Loader (all) ; Brick Forklifts; Oilers.
Class 6. Field Mechanics and Field Welders
Class 7. Dowell Machine with Air Compressor; Gradall and machines of
like nature.
OPERATING ENGINEER - FLOATING
Class 1. Craft Foreman; Master Mechanic; Diver/Wet Tender; Engineer;
Engineer (Hydraulic Dredge) .
Class 2. Crane/Backhoe Operator; Boat Operator with towing
endorsement; Mechanic/Welder; Assistant Engineer (Hydraulic Dredge) ;
Leverman (Hydraulic Dredge) ; Diver Tender.
Class 3. Deck Equipment Operator, Machineryman, Maintenance of Crane
(over 50 ton capacity) or Backhoe (115, 000 lbs. or more) ; Tug/Launch
Operator; Loader/Dozer and like equipment on Barge, Breakwater Wall,
Slip/Dock, or Scow, Deck Machinery, etc.
Class 4 . Deck Equipment Operator, Machineryman/Fireman (4 Equipment
Units or More) ; Off Road Trucks; Deck Hand, Tug Engineer, Crane
Maintenance (50 Ton Capacity and Under) or Backhoe Weighing (115, 000
pounds or less) ; Assistant Tug Operator.
Class 5. Friction or Lattice Boom Cranes.
Class 6. ROV Pilot, ROV Tender
SURVEY WORKER - Operated survey equipment including data collectors,
G.P.S. and robotic instruments, as well as conventional levels and
transits.
TERRAZZO FINISHER
The handling of sand, cement, marble chips, and all other materials
that may be used by the Mosaic Terrazzo Mechanic, and the mixing,
grinding, grouting, cleaning and sealing of all Marble, Mosaic, and
Terrazzo work, floors, base, stairs, and wainscoting by hand or
machine, and in addition, assisting and aiding Marble, Masonic, and
Terrazzo Mechanics.
TRAFFIC SAFETY
APPENDIX 1
Work associated with barricades, horses and drums used to reduce lane
usage on highway work, the installation and removal of temporary lane
markings, and the installation and removal of temporary road signs.
TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION - EAST & WEST
Class 1. Two or three Axle Trucks. A-frame Truck when used for
transportation purposes; Air Compressors and Welding Machines,
including those pulled by cars, pick-up trucks and tractors;
Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck
Washers; Carry-ails; Fork Lifts and Hoisters; Helpers; Mechanics
Helpers and Greasers; Oil Distributors 2-man operation; Pavement
Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors;
Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation;
Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled
Dumpman; and Truck Drivers hauling warning lights, barricades, and
portable toilets on the job site.
Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or
Turnatrailers when pulling other than self-loading equipment or
similar equipment under 16 cubic yards; Mixer Trucks under 7 yards;
Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles.
Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or
turnapulls when pulling other than self-loading equipment or similar
equipment over 16 cubic yards; Explosives and/or Fission Material
Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit;
Oil Distributors, 1-mar. operation; Pole Trailer, over 40 feet; Pole
and Expandable Trailers hauling material over 50 feet long; Slurry
trucks, 1-man operation; Winch trucks, 3 axles or more;
Mechanic--Truck Welder and Truck Painter.
Class 4 . Six axle trucks; Dual-purpose vehicles, such as mounted
crane trucks with hoist and accessories; Foreman; Master Mechanic;
Self-loading equipment like P.B. and trucks with scoops on the front.
Other Classifications of Work:
For definitions of classifications not otherwise set out, the
Department generally has on file such definitions which are
available. If a task to be performed is not subject to one of the
classifications of pay set out, the Department will upon being
contacted state which neighboring county has such a classification and
provide such rate, such rate being deemed to exist by reference in
this document. If no neighboring county rate applies to the task,
the Department shall undertake a special determination, such special
determination being then deemed to have existed under this
determination. If a project requires these, or any classification not
listed, please contact IDOL at 217-782-1710 for wage rates or
clarifications.
LANDSCAPING
Landscaping work falls under the existing classifications for laborer,
operating engineer and truck driver. The work performed by
APPENDIX 1
landscape plantsman and landscape laborer is covered by the existing
classification of laborer. The work performed by landscape operators
(regardless of equipment used or its size) is covered by the
classifications of operating engineer. The work performed by
landscape truck drivers (regardless of size of truck driven) is
covered by the classifications of truck driver.
MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II
Notwithstanding the difference in the classification title, the
classification entitled "Material Tester I" involves the same job
duties as the classification entitled "Material Tester/Inspector I".
Likewise, the classification entitled "Material Tester II" involves
the same job duties as the classification entitled "Material
Du Page County Prevailing Wage for July 2015
(See explanation of column headings at bottom of wages)
Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac
Trng
ASBESTOS ABT-GEN ALL 39. 400 39. 950 1.5 1.5 2.0 13. 98 10.72 0. 000
0.500
ASBESTOS ABT-MEC BLD 36. 340 38. 840 1. 5 1.5 2.0 11.47 10. 96 0.000
0.720
BOILERMAKER BLD 47 .070 51. 300 2. 0 2.0 2.0 6. 970 18.13 0.000
0. 400
BRICK MASON BLD 43. 780 48 . 160 1.5 1.5 2.0 10.05 14 .43 0. 000
1.030
CARPENTER ALL 44 .350 46. 350 1.5 1.5 2. 0 13.29 16.39 0.000
0. 630
CEMENT MASON ALL 43.750 45. 750 2.0 1.5 2. 0 13.05 14 .45 0. 000
0.480
CERAMIC TILE FNSHER BLD 36. 810 0. 000 1. 5 1.5 2.0 10.55 9.230 0.000
0.770
COMMUNICATION TECH BLD 32. 650 34 .750 1.5 1.5 2.0 9.550 15.16 1.250
0. 610
ELECTRIC PWR EQMT OP ALL 37 .890 51.480 1. 5 1.5 2.0 5. 000 11.75 0. 000
0.380
ELECTRIC PWR EQMT OP HWY 39.220 53.290 1.5 1.5 2.0 5. 000 12.17 0. 000
0.390
ELECTRIC PWR GRNDMAN ALL 29.300 51. 480 1. 5 1.5 2.0 5. 000 9.090 0. 000
0.290
ELECTRIC PWR GRNDMAN HWY 30. 330 53.290 1.5 1.5 2. 0 5. 000 9.400 0. 000
0.300
ELECTRIC PWR LINEMAN ALL 45.360 51. 480 1. 5 1. 5 2.0 5.000 14 .06 0.000
0.450
ELECTRIC PWR LINEMAN HWY 46. 950 53.290 1.5 1.5 2. 0 5. 000 14.56 0. 000
0. 470
ELECTRIC PWR TRK DRV ALL 30. 340 51. 480 1. 5 1.5 2.0 5. 000 9.400 0.000
0.300
ELECTRIC PWR TRK DRV HWY 31. 400 53.290 1.5 1. 5 2. 0 5. 000 9.730 0. 000
0. 310
ELECTRICIAN BLD 38.160 41 . 980 1.5 1.5 2.0 9. 550 18.29 4 . 680
0. 680
APPENDIX 1
ELEVATOR CONSTRUCTOR BLD 50. 800 57 .150 2. 0 2. 0 2.0 13.57 14.21 4 .060
0. 600
FENCE ERECTOR NE ALL 37 .340 39. 340 1.5 1.5 2. 0 13. 05 12.06 0.000
0.300
FENCE ERECTOR W ALL 45. 060 48 . 660 2. 0 2. 0 2. 0 10.52 20.76 0.000
0.700
GLAZIER BLD 40.500 42. 000 1.5 2. 0 2. 0 13.14 16. 99 0.000
0. 940
HT/FROST INSULATOR BLD 48.450 50. 950 1.5 1.5 2.0 11. 47 12.16 0.000
0.720
IRON WORKER E ALL 44 .200 46.200 2. 0 2. 0 2. 0 13. 65 21.14 0.000
0.350
IRON WORKER W ALL 45.060 48 . 660 2. 0 2. 0 2.0 10.52 20.76 0.000
0.700
LABORER ALL 39.200 39. 950 1.5 1.5 2.0 13. 98 10.72 0.000
0.500
LATHER ALL 44 .350 46.350 1.5 1.5 2. 0 13.29 16.39 0.000
0. 630
MACHINIST BLD 45.350 47 . 850 1.5 1.5 2.0 7. 260 8. 950 1.850
0. 000
MARBLE FINISHERS ALL 31. 400 32. 970 1.5 1.5 2. 0 9. 850 13.10 0.000
0. 600
MARBLE MASON BLD 43. 030 47 .330 1.5 1.5 2. 0 10. 05 14. 10 0. 000
0.780
MATERIAL TESTER I ALL 29.200 0. 000 1.5 1.5 2.0 13. 98 10.72 0. 000
0. 500
MATERIALS TESTER II ALL 34 .200 0. 000 1.5 1.5 2.0 13. 98 10.72 0.000
0.500
MILLWRIGHT ALL 44 .350 46. 350 1.5 1.5 2.0 13.29 16.39 0.000
0. 630
OPERATING ENGINEER BLD 1 48.100 52.100 2. 0 2. 0 2. 0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 2 46. 800 52.100 2.0 2. 0 2. 0 17 .55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 3 44 .250 52 .100 2. 0 2. 0 2. 0 17 .55 12.65 1. 900
1.250
OPERATING ENGINEER BLD 4 42.500 52 .100 2. 0 2.0 2. 0 17. 55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 5 51. 850 52 .100 2. 0 2. 0 2. 0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 6 49. 100 52.100 2. 0 2. 0 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER BLD 7 51. 100 52. 100 2. 0 2.0 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER FLT 36. 000 36.000 1. 5 1. 5 2. 0 17. 10 11. 80 1. 900
1.250
OPERATING ENGINEER HWY 1 46.300 50.300 1.5 1. 5 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 2 45. 750 50.300 1.5 1.5 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 3 43.700 50.300 1.5 1.5 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 4 42.300 50.300 1.5 1. 5 2.0 17.55 12. 65 1. 900
1.250
OPERATING ENGINEER HWY 5 41. 100 50.300 1.5 1. 5 2.0 17. 55 12. 65 1. 900
1 .250
APPENDIX 1
OPERATING ENGINEER HWY 6 49. 300 50.300 1.5 1.5 2. 0 17. 55 12.65 1. 900
1.250
OPERATING ENGINEER HWY 7 47. 300 50.300 1.5 1.5 2. 0 17.55 12. 65 1. 900
1.250
ORNAMNTL IRON WORKER E ALL 45. 000 47.500 2. 0 2.0 2.0 13.55 17. 94 0.000
0. 650
ORNAMNTL IRON WORKER W ALL 45. 060 48. 660 2. 0 2.0 2.0 10.52 20.76 0. 000
0.700
PAINTER ALL 41. 730 43.730 1.5 1.5 1.5 10. 30 8.200 0.000
1.350
PAINTER SIGNS BLD 33. 920 38. 090 1.5 1.5 1.5 2. 600 2.710 0.000
0.000
PILEDRIVER ALL 44 . 350 46.350 1.5 1 .5 2. 0 13.29 16.39 0. 000
0. 630
PIPEFITTER BLD 46. 000 49. 000 1. 5 1.5 2.0 9. 000 15.85 0. 000
1.780
PLASTERER BLD 41.250 43. 760 1.5 1.5 2.0 9.700 13.08 0.000
0. 980
PLUMBER BLD 46. 650 48. 650 1.5 1.5 2.0 13.18 11.46 0.000
0. 880
ROOFER BLD 41. 000 44 .000 1. 5 1.5 2.0 8.280 10.54 0.000
0.530
SHEETMETAL WORKER BLD 44 .720 46.720 1.5 1.5 2.0 10. 65 13.31 0.000
0. 820
SPRINKLER FITTER BLD 49.200 51. 200 1.5 1.5 2. 0 11.75 9. 650 0.000
0.550
STEEL ERECTOR E ALL 42.070 44. 070 2.0 2. 0 2.0 13.45 19.59 0.000
0.350
STEEL ERECTOR W ALL 45. 060 48. 660 2. 0 2. 0 2.0 10.52 20.76 0.000
0.700
STONE MASON BLD 43. 780 48. 160 1. 5 1.5 2.0 10. 05 14.43 0.000
1. 030
SHp?VErWeRKSP, -> NOT IN EFFECT ALL 37.000 37 . 750 1.5 1.5 2. 0
12. 97 9. 930 0.000 0.500
TERRAZZO FINISHER BLD 38. 040 0. 000 1.5 1.5 2.0 10.55 11.22 0.000
0.720
TERRAZZO MASON BLD 41. 880 44 . 880 1.5 1.5 2.0 10.55 12.51 0.000
0. 940
TILE MASON BLD 42. 840 46. 840 1.5 1.5 2. 0 10.55 10.42 0. 000
0. 920
TRAFFIC SAFETY WRKR HWY 32.750 34 .350 1.5 1.5 2. 0 6. 550 6.450 0.000
0. 500
TRUCK DRIVER ALL 1 35. 920 36. 120 1.5 1.5 2. 0 8.280 8 .760 0.000
0. 150
TRUCK DRIVER ALL 2 32.700 33. 100 1.5 1.5 2. 0 6. 500 4.350 0.000
0. 150
TRUCK DRIVER ALL 3 32 . 900 33. 100 1.5 1.5 2. 0 6. 500 4.350 0.000
0.150
TRUCK DRIVER ALL 4 33. 100 33. 100 1. 5 1. 5 2. 0 6. 500 4.350 0.000
0. 150
TUCKPOINTER BLD 42. 620 43. 620 1.5 1.5 2. 0 10. 05 13.34 0.000
0. 670
Legend: RG (Region)
TYP (Trade Type - All,Highway,Building,Floating,0i1 & Chip,Rivers)
C (Class)
Base (Base Wage Rate)
FRMAN (Foreman Rate)
APPENDIX 1
M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri.
OSA (Overtime (OT) is required for every hour worked on Saturday)
OSH (Overtime is required for every hour worked on Sunday and Holidays)
H/W (Health & Welfare Insurance)
Pensn (Pension)
Vac (Vacation)
Trng (Training)
Explanations
DUPAGE COUNTY
IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53.
The following list is considered as those days for which holiday rates
of wages for work performed apply: New Years Day, Memorial Day,
Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and
Veterans Day in some classifications/counties. Generally, any of
these holidays which fall on a Sunday is celebrated on the following
Monday. This then makes work performed on that Monday payable at the
appropriate overtime rate for holiday pay. Common practice in a given
local may alter certain days of celebration. If in doubt, please
check with IDOL.
EXPLANATION OF CLASSES
ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous
materials from any place in a building, including mechanical systems
where those mechanical systems are to be removed. This includes the
removal of asbestos materials/mold and hazardous materials from
ductwork or pipes in a building when the building is to be demolished
at the time or at some close future date.
ASBESTOS - MECHANICAL - removal of asbestos material from mechanical
systems, such as pipes, ducts, and boilers, where the mechanical
systems are to remain.
TRAFFIC SAFETY - work associated with barricades, horses and drums
used to reduce lane usage on highway work, the installation and
removal of temporary lane markings, and the installation and removal
of temporary road signs.
CERAMIC TILE FINISHER
The grouting, cleaning, and polishing of all classes of tile, whether
for interior or exterior purposes, all burned, glazed or unglazed
products; all composition materials, granite tiles, warning detectable
tiles, cement tiles, epoxy composite materials, pavers, glass,
mosaics, fiberglass, and all substitute materials, for tile made in
tile-like units; all mixtures in tile like form of cement, metals, and
other materials that are for and intended for use as a finished floor
surface, stair treads, promenade roofs, walks, walls, ceilings,
swimming pools, and all other places where tide is to form a finished
interior or exterior. The mixing of all setting mortars including but
not limited to thin-set mortars, epoxies, wall mud, and any other
sand and cement mixtures or adhesives when used in the preparation,
installation, repair, or maintenance of tile and/or similar materials .
The handling and unloading of all sand, cement, lime, tile,
APPENDIX 1
fixtures, equipment, adhesives, or any other materials to be used in
the preparation, installation, repair, or maintenance of tile and/or
similar materials. Ceramic Tile Finishers shall fill all joints and
voids regardless of method on all tile work, particularly and
especially after installation of said tile work. Application of any
and all protective coverings to all types of tile installations
including, but not be limited to, all soap compounds, paper products,
tapes, and all polyethylene coverings, plywood, masonite, cardboard,
and any new type of products that may be used to protect tile
installations, Blastrac equipment, and all floor scarifying equipment
used in preparing floors to receive tile. The clean up and removal of
all waste and materials. All demolition of existing tile floors and
walls to be re-tiled.
COMMUNICATIONS TECHNICIAN
Low voltage installation, maintenance and removal of telecommunication
facilities (voice, sound, data and video) including telephone and
data inside wire, interconnect, terminal equipment, central offices,
PABX, fiber optic cable and equipment, micro waves, V-SAT, bypass,
CATV, WAN (wide area networks) , LAN (local area networks) , and ISDN
(integrated system digital network) , pulling of wire in raceways, but
not the installation of raceways.
MARBLE FINISHER
Loading and unloading trucks, distribution of all materials (all
stone, sand, etc. ) , stocking of floors with material, performing all
rigging for heavy work, the handling of all material that may be
needed for the installation of such materials, building of
scaffolding, polishing if needed, patching, waxing of material if
damaged, pointing up, caulking, grouting and cleaning of marble,
holding water on diamond or Carborundum blade or saw for setters
cutting, use of tub saw or any other saw needed for preparation of
material, drilling of holes for wires that anchor material set by
setters, mixing up of molding plaster for installation of material,
mixing up thin set for the installation of material, mixing up of sand
to cement for the installation of material and such other work as may
be required in helping a Marble Setter in the handling of all
material in the erection or installation of interior marble, slate,
travertine, art marble, serpentine, alberene stone, blue stone,
granite and other stones (meaning as to stone any foreign or domestic
materials as are specified and used in building interiors and
exteriors and customarily known as stone in the trade) , carrara,
sanionyx, vitrolite and similar opaque glass and the laying of all
marble tile, terrazzo tile, slate tile and precast tile, steps, risers
treads, base, or any other materials that may be used as substitutes
for any of the aforementioned materials and which are used on interior
and exterior which are installed in a similar manner.
MATERIAL TESTER I : Hand coring and drilling for testing of materials;
field inspection of uncured concrete and asphalt.
MATERIAL TESTER II: Field inspection of welds, structural steel,
fireproofing, masonry, soil, facade, reinforcing steel, formwork,
cured concrete, and concrete and asphalt batch plants; adjusting
proportions of bituminous mixtures.
APPENDIX 1
OPERATING ENGINEER - BUILDING
Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with
Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ;
Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant;
Combination Back Hoe Front End-loader Machine; Compressor and Throttle
Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete
Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete
Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom;
Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes,
Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider
Crane; Crusher, Stone, etc. ; Derricks, All; Derricks, Traveling;
Formless Curb and Gutter Machine; Grader, Elevating; Grouting
Machines; Heavy Duty Self-Propelled Transporter or Prime Mover;
Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists,
Elevators, outside type rack and pinion and similar machines; Hoists,
One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic
Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ;
Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators;
Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump
Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum
Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder;
Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation
of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom;
Trenching Machines.
Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete
Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks;
Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists,
Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine;
Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ;
Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors,
All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame.
Class 3. Air Compressor; Combination Small Equipment Operator;
Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling
or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting,
and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300
ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ;
Winches, 4 Small Electric Drill Winches.
Class 4 . Bobcats and/or other Skid Steer Loaders; Oilers; and Brick
Forklift.
Class 5. Assistant Craft Foreman.
Class 6. Gradall.
Class 7 . Mechanics; Welders.
OPERATING ENGINEERS - HIGHWAY CONSTRUCTION
Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt
Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar
type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast
APPENDIX 1
Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix
Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe
Bucket or over or with attachments) ; Concrete Breaker (Truck
Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft. ; Concrete
Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower
Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc. ;
Derricks, All; Derrick Boats; Derricks, Traveling; Dredges;
Elevators, Outside type Rack & Pinion and Similar Machines; Formless
Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader,
Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard
Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy
Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes;
Backhoes with shear attachments up to 40' of boom reach; Lubrication
Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig;
Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid
Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill
Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck
Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ;
Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor
Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with
Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine;
Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole
Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5
ft. in diameter and over tunnel, etc; Underground Boring and/or Mining
Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) .
Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve;
Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front
Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with
attachments) ; Compressor and Throttle Valve; Compressor, Common
Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding
Machine; Concrete Mixer or Paver 7S Series to and including 27 cu.
ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine,
Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck
Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine -
Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging
Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydro
Excavating (excluding hose work) ; Laser Screed; All Locomotives,
Dinky; Off-Road Hauling Units (including articulating) Non
Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type
Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows;
Rototiller, Seaman, etc. , self-propelled; Self-Propelled Compactor;
Spreader - Chip - Stone, etc. ; Scraper - Single/Twin Engine/Push and
Pull; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tractors
pulling attachments, Sheeps Foot, Disc, Compactor, etc. ; Tug Boats.
Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender;
Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ;
Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ;
Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All
Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe
Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven;
Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam
Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats;
Tamper-Form-Motor Driven.
Class 4 . Air Compressor; Combination - Small Equipment Operator;
APPENDIX 1
Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic
Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All
(1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300
ft. ) ; Pumps, Well Points; Vacuum Trucks (excluding hose work) ; Welding
Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches.
Class 5. SkidSteer Loader (all) ; Brick Forklifts; Oilers.
Class 6. Field Mechanics and Field Welders
Class 7. Dowell Machine with Air Compressor; Gradall and machines of
like nature.
OPERATING ENGINEER - FLOATING
Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender
SURVEY WORKER - Operated survey equipment including data collectors,
G.P.S. and robotic instruments, as well as conventional levels and
transits.
TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION
Class 1. Two or three Axle Trucks. A-frame Truck when used for
transportation purposes; Air Compressors and Welding Machines,
including those pulled by cars, pick-up trucks and tractors;
Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck
Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics
Helpers and Greasers; Oil Distributors 2-man operation; Pavement
Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors;
Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man
operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters;
Unskilled Dumpman; and Truck Drivers hauling warning lights,
barricades, and portable toilets on the job site.
Class 2 . Four axle trucks; Dump Crets and Adgetors under 7 yards;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or
Turnatrailers when pulling other than self-loading equipment or
similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards;
Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles.
Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or
turnapulis when pulling other than self-loading equipment or similar
equipment over 16 cubic yards; Explosives and/or Fission Material
Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit;
Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole
and Expandable Trailers hauling material over 50 feet long; Slurry
trucks, 1-man operation; Winch trucks, 3 axles or more;
Mechanic--Truck Welder and Truck Painter.
Class 4 . Six axle trucks; Dual-purpose vehicles, such as mounted
crane trucks with hoist and accessories; Foreman; Master Mechanic;
Self-loading equipment like P.B. and trucks with scoops on the front.
APPENDIX 1
TERRAZZO FINISHER
The handling of sand, cement, marble chips, and all other materials
that may be used by the Mosaic Terrazzo Mechanic, and the mixing,
grinding, grouting, cleaning and sealing of all Marble, Mosaic, and
Terrazzo work, floors, base, stairs, and wainscoting by hand or
machine, and in addition, assisting and aiding Marble, Masonic, and
Terrazzo Mechanics.
Other Classifications of Work:
For definitions of classifications not otherwise set out, the
Department generally has on file such definitions which are available.
If a task to be performed is not subject to one of the
classifications of pay set out, the Department will upon being
contacted state which neighboring county has such a classification and
provide such rate, such rate being deemed to exist by reference in
this document. If no neighboring county rate applies to the task,
the Department shall undertake a special determination, such special
determination being then deemed to have existed under this
determination. If a project requires these, or any classification not
listed, please contact IDOL at 217-782-1710 for wage rates or
clarifications.
LANDSCAPING
Landscaping work falls under the existing classifications for laborer,
operating engineer and truck driver. The work performed by landscape
plantsman and landscape laborer is covered by the existing
classification of laborer. The work performed by landscape operators
(regardless of equipment used or its size) is covered by the
classifications of operating engineer. The work performed by
landscape truck drivers (regardless of size of truck driven) is
covered by the classifications of truck driver.
MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II
Notwithstanding the difference in the classification title, the
classification entitled "Material Tester I" involves the same job
duties as the classification entitled "Material Tester/Inspector I".
Likewise, the classification entitled "Material Tester II" involves
the same job duties as the classification entitled "Material
APPENDIX 2
PERFORMANCE BOND
Bond No.929644539
KNOW ALL MEN BY THESE PRESENTS
[insert contractor name and address here:] Oak Brook Mechanical Services, Inc.,961 S. Route 83, Elmhurst, IL 60126
as Principal (hereinafter called the "Contractor") and
[insert surety name and address here:] Western Surety Company, 333 S.Wabash,41st Floor,Chicago, IL 60604
organized and existing under the laws of the State of
South Dakota (hereinafter called the "Surety") are held and firmly bound unto Village of Oak
Brook, 1200 Oak Brook Road, Oak Brook, Illinois, as the obligee (hereinafter called the "Owner"), in
the full and just sum of [insert full contract price here:] Twenty Five e anThousand d_No,,nn(125,1100.00)for the
hundrd
payment of which sum of money well and truly to be made, the Contractor and the Surety bind
themselves and their heirs, executors, administrators, successors, and assigns, jointly and severally,
firmly by these presents, said amount to include payment of actual costs and damages and for
attorneys' fees, architectural fees, design fees, engineering fees, accounting fees, testing fees,
consulting fees, administrative costs, court costs, interest and any other fees and expenses resulting
from or incurred by reason of the Contractor's failure to promptly and faithfully perform its contract
with the Owner, said contract being more fully described below, and to include attorneys' fees; court
costs and administrative and other expenses necessarily paid or incurred in successfully enforcing
performance of the obligation of the Surety under this bond.
WHEREAS, the Contractor has entered into a written agreement dated [insert contract date
here:] December 29 , 2016 , with the Owner titled [insert contract title here:]
Fire Station 94 Humidifier Installation " (the
"Contract"), the terns and conditions of which are by this reference incorporated herein as though
fully set forth herein.
NOW, THEREFORE; THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the
Contractor shall well, truly, and promptly perform all the undertakings, covenants, terms, conditions,
and agreements of the Contractor under the contract, including but not limited to the Contractor's
obligations under the Contract, (1) to provide, perform, and complete at the Work Site and in the
manner specified in the Contract all necessary Work, labor, services, transportation, equipment,
materials, apparatus, machinery,tools, fuels, gas, electric, water, waste disposal,information, data, and
other means and items necessary for [insert general description of the Work here:]
Fire Station 94 Humidifier Installation
(2) to procure and furnish all permits, licenses, and other govermnental
approvals and authorizations necessary in connection therewith [except as otherwise expressly
provided in the Attachment A of the Contract]; (3) to procure and furnish all bonds, certificates, and
policies of insurance specified in the Contract; (4) to pay all applicable federal, state, and local taxes;
(5) to do all other things required of the Contractor by the Contract; and (6) to provide, perform, and
complete all of the foregoing in a proper and workmanlike manner and in full compliance with, and as
required by and pursuant to, the Contract; all of which is herein referred to as the "Work," whether or
not any of the Work enter into and become component parts of the improvement contemplated, then
this obligation shall be null and void; otherwise it shall remain in full force and effect.
APPENDIX 2
The Surety, for value received, hereby stipulates and agrees that no changes, modifications,
alterations, omissions, deletions, additions, extensions of time, or forbearances on the part of the
Owner or the Contractor to the other in or to the terms of said Contract; in or to the schedules, plans,
drawings, or specifications; in or to the method or manner of performance of the Work; in or to
Owner-furnished facilities, equipment, material, service, or site; or in or to the mode or manner of
payment therefore shall in any way release the Contractor and the Surety or either or any of them, or
any of their heirs, executors, administrators, successors, or assigns, or affect the obligations of the
Surety on this bond, all notice of any and all of the foregoing changes, modifications, alterations,
omissions, deletions, additions, extensions of time, or forbearances and notice of any and all defaults
by the Contractor or of the Owner's termination of the Contractor being hereby waived by the Surety.
Notwithstanding anything to the contrary in the foregoing paragraph, in no event shall the
obligations of the Surety under this bond in the event of the Contractor's default be greater than the
obligations of the Contractor under the Contract in the absence of the Contractor default.
In the event of a default or defaults by the Contractor, the Owner shall have the right to take
over and complete the Contract on 30 calendar days' written notice to the Surety, in which event the
Surety shall pay the Owner all costs incurred by the Owner in taking over and completing the
Contract.
At its option, the Owner may instead request that the Surety take over and complete the
Contract, in which event the Surety shall take reasonable steps to proceed promptly with completion
no later than 30 calendar days after the date on which the Owner notifies the Surety that the Owner
wants the Surety to take over and complete the Contract.
The Owner shall have no obligation to actually incur any expense or correct any deficient
performance of the Contractor to be entitled to receive the proceeds of this bond.
No right of action shall accrue on this bond to or for the use of any person or corporation other
than the Owner or the heirs, executors, administrators, or successors of the Owner.
Signed and sealed this 29th day of December 201 E6 5
-ftest/Witness: PRINCIPAL
B � By:
Brook Mechanical � Inc.
By: C y:
Title: By:
aWWitness SURETY
Western Surety Compan
By: /� u By:
Meredith H. Mielke,Attorney In Fact
Title: Witness By: ;
APPENDIX 3
LABOR AND MATERIALS PAYMENT BOND
Bond No.929644539
KNOW ALL MEN BY THESE PRESENTS:
[insert contractor name and address here:] Oak Brook Mechanical Services, Inc.,961 S. Route 83, Elmhurst, IL 60126
as Principal (hereinafter called the"Contractor") and
[insert surety name and address here:] Western Surety Company, 333 S.Wabash,41 st Floor,Chicago, IL 60604
, organized and existing under the laws of the State of
South Dakota (hereinafter called the "Surety") are held and firmly bound unto Village of Oak
Brook, 1200 Oak Brook Road, Oak Brook, Illinois, as the obligee (hereinafter called the"Owner"), for
the use and benefit of itself and of claimants as hereinafter defined (the "Claimants") in the full and
Twenty Five Thousand ($25,800.0
just sum of[insert full contract price here:] $ Fight Hund,Led�Od Nn/ton No be paid to the Owner or
the Claimants or the Owner's or the Claimant's assigns, to which payment well and truly to be made
the Contractor and the Surety bind themselves and their heirs, executors, administrators, successors,
and assigns, jointly and severally, firmly by these presents, said amount to include attorney's fees,
court costs, and administrative and other expenses necessarily paid or incurred in successfully
enforcing performance of the obligation of the Surety under this bond.
'IWI-IEREAS, the Contractor has entered into a written agreement dated [insert contract date
here:] December 29 ,2016 , with the Owner titled [insert contract title here:]
Fire Station 94 Humidifier Installation " (the "Contract"),
the terms and conditions of which are by this reference incorporated herein as though fully set forth
herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the
Contractor shall promptly pay or cause to be paid all sums of money that may be due to any Claimant
with respect to the Contractor's obligations under the Contract: (l) to provide, perform, and complete
at the Work Site and in the manner specified in the Contract all necessary Work, labor, services,
transportation, equipment, materials, apparatus, machinery, tools, fuels, gas, electric, water, waste
disposal, information, data and other means and items necessary for [insert general description of the
Work here:] Fire Station 94 Humidifier Installation
(2) to procure and furnish all permits,
licenses, and other governmental approvals and authorizations necessary in connection therewith
[except as otherwise expressly provided in Attachment A to the Contract]; (3) to procure and furnish
all Bonds and all certificates and policies of insurance specified in the Contract; (4) to pay all
applicable federal, state, and local taxes; (S) to do all other things required of the Contractor by the
Contract; and (6) to provide, perform, and complete all of the foregoing in a proper and workmanlike
manner and in full compliance with, and as required by or pursuant to, the Contract; all of which is
herein referred to as the "Work," whether or not any of said Work enter into and become component
parts of the improvement contemplated, then this obligation shall be null and void; otherwise it shall
remain in full force and effect.
For purpose of this bond, a Claimant is defined as one having a direct contract with the
Contractor or with a subcontractor of the Contractor to provide, perform, or complete any part of the
Work.
The Contractor and the Surety hereby jointly and severally agree that every Claimant that has
not had all just claims for the furnishing of any part of the Work paid in full, including without
limitation all claims for amounts due for materials, lubricants, oil, gasoline, rentals of or service or
repairs on machinery, equipment, and tools consumed or used in connection with the furnishing of any
APPENDIX
part of the Worl� may sue outhis bond for the use of that Claimant, may prosecute the suit to -final
judgment for such sum or sums as may be justly due that C|ubnuot, and may have oxomoioo therein;
provided, however,that the Owner shall not be liable for the payment of any costs or expenses of any
such suit. The provisions of 30 IL{ S 550/] and 2 of the Illbuoiu Cunnpdcd Statutes shall 6e deemed
bounried bccoio, including the time limits within vebicb notices of o}uim must be filed and uodnuu
brought under this bond.
The Contractor and the DuretIhereby joiodyagree that the Owner zna\ sue oothis bond ifthe
Owner is held Uuh|e to, or voluntarily agrees to pu}'. any Claimant directly, but on1biog in this bond
shall create uoy duty ou the part ofthe0*marto pay any Claimant.
The 8ureiy' fbr value received, hereby stipulates and u'-r-.es that no cbuo8eo` mudifiu¢inu4
alterations, omissions, deletions, additions, ezzcusimm of tiroe, or forbearances no the part of the
()nmeror the Contractor tothe other innrtothe terms of the Contract; innr1u the schedules, plans,
drawings, or specifications; in or to the method or manner nfpurforinnnco o[ tbo IvYodc; io or to
Ormrr'ƒuroixhc8 facilities, equipment, material, service, or site, or in or to the mode or cnuuoer of
puyouoo{ therefor ubuO in any way release the Cootnic1or and the Sonty or tither or any ofzheno, or
any of their heirs, executors, administrators. suocessons, or oyuiAus, or affect the obligations of the
Surety on this bond, all notice of any and all uf the /hru&obug cbungeu, coodil"Iuaziooa^ aJterutioua,
umixoions, de}edona' additions, euzeosiuos, oC6coo, or forbearances and notice of any and all defaults
by the Contractor orof the Owue.r'slmrioinutiunoftb�Contractor being hereby waived 6y the Surety.
Si�nuUm�dona|�d1h�x_J�&. day of_p�eM�r_.
.Aftst!wbness: C(]
ookemvk
By: D���,"7^`— By:
Title: Eh:
-
~
SURETY
'
Western Surety Company
By: 8y�
Dv
'
-
-
` -
*34920:93�2
Surety Company Acknowledgement
STATE OF ILLINOIS
COUNTY OF COOK SS:
On this 29th day of December,2016, before me personally appeared Meredith H.
Mielke ,to me known, who, being by me duly sworn, did depose and say: that(s)he resides at
Schaumburg, Illinois, that(s)he is the Attorney in Fact of Western Surety Company,the
corporation described in and which executed the annexed instrument;that(s)he knows the
corporate seal of said corporation; that the seal affixed to said instrument is such corporate seal;
that it was so affixed by order of the Board of Directors of said corporation; that(s)he signed
his/her name thereto by like order; and that the liabilities of said corporation do not exceed its
assets as ascertained in the manner provided by law.
"J&Vo/
Notary Public in and for the above County and State
My Commission Expires: 03/29/2018
S H `j
b i,
Western Surety Company
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation
having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby
make,constitute and appoint
J S Pohl, James L Sulkowski, Carol A Dougherty, R B Schutz, Robert E Kappus, Sherene
L Hemler,Mike Pohl, Meredith H Mielke,Jessica Ancona, Kirk Liskiewitz, Individually
of Schaumburg, IL, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf
bonds,undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said
Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by
the shareholders of the corporation.
In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be
hereto affixed on this 10th day of March,2016.
Erb. WESTERN SURETY COMPANY
..... Dos
aul T.Bruflat,Vice President
State of South Dakota
ss
County of Minnehaha
On this 10th day of March,2016,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he
resides in the City of Sioux Falls,State of South Dakota;that he is the Vice President of WESTERN SURETY COMPANY described in and which executed
the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal; that it was so affixed
pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and acknowledges
same to be the act and deed of said corporation.
My commission expires J.MOHR
�NOraar
June 23,2021 �'o1�+PU7 TA
J.Mohr,Notary Public
CERTIFICATE
I,L.Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in
force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this 29th day of December 2016
40M.Iyc,,, WESTERN SURETY COM,PAN.zr
�?.'WPDgq N�
r s
DPK
Form F4280-7-2012 L.Nelson,Assistant Secretary
Authorizing By-Law
ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY
This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders
of the Company.
Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other
officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer
may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies, or undertakings in the name of the Company.
The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
corporation. The signature of any such officer and the corporate seal may be printed by facsimile.
j'