HomeMy WebLinkAbout08. Village Manager's Report5/1/2017 BoardDocs® Pro
Agenda Item Details
Meeting
Apr 05, 2017 - REGULAR MEETING OF THE VILLAGE BOARD - 7:00 p.m.
Category
8. VILLAGE MANAGER'S REPORT
Subject
8.1 Motion to accept joint purchasing bid results for sewer lining in an amount not to exceed
$696,875.30
Access
Public
Type
Action
Preferred Date
Apr 05, 2017
Absolute Date
Apr 05, 2017
Fiscal Impact
Yes
Dollar Amount
696,875.30
Budgeted
Yes
Budget Source
Water and Sewer Fund
Recommended
Accept the results from the Municipal Partnering Initiative joint bid for Cured -In -Place Sewer Lining
Action
and awarding a contract to Hoerr Construction, Inc. of Peoria, Illinois in an amount not to exceed
$696,875.30.
Public Content
Information
In the current budget, staff requested funds for continuing combined sewer system repairs. These combined sewer
repairs were identified during the Combined Sewer System Evaluation Study (CSSES) completed in 2015. A copy of this
report is attached.
Much of this work entails rehabilitating existing sewer main segments by inserting a cured -in-place (CIPP) liner inside a
host pipe segment. This method is more cost effective than open -cut excavation and far less disruptive. The Village has
successfully utilized this process since the late 1970s. A short video demonstrating this process can be found at this link.
The scope of work in this year's project includes 31 pipe segments totaling 8,140 lineal feet of combined sewer rated as
category 5. This pipe ranges in size from 8" to 36" in diameter. Category 5 sewers are in "sever structural condition"; the
CSSES study recommends that repairs be completed within one 1 to two 2 years.
In total, there are 25,115 lineal feet of combined sewers rated as category 5. Lining work performed last year
(2016), along with work proposed this year, will correct approximately 40% (10,046 lineal feet) of the category 5
combined sewer defects identified in the CSSES report.
The 2017 project also includes an additional 1,707 lineal feet of lining repairs in the separate sanitary sewer system.
These pipes have all been rated as category 5 defects following condition assessment by Public Works staff following
closed-circuit television camera inspection. These pipes are primarily all 8" in diameter.
In total, the 2017 project will rehabilitate 9,847 lineal feet of combined and separate sanitary sewers.
The CIPP contract being considered this year is a joint bid through the Municipal Partnering Initiative (MPI). MPI is a
collective of Cook County, Lake County and Du Page County municipalities that have leveraged bulk purchasing and
workload sharing to reduce the cost of many municipal services including sewer lining.
Participation in the MPI joint bid award satisfies the village's public bidding requirements. The village attorney advises
competitive bidding is not required when the village, pursuant to its home rule powers, enters into a joint purchasing
https://www.boarddocs.comfiil/vomp/Board.nsf/Private?open&login# 1/3
5/1/2017
Executive Content
Motion & Votin
BoardDocs® Pro
Accept the results from the Municipal Partnering Initiative joint bid for Cured -In -Place Sewer Lining and awarding a
contract to Hoerr Construction, Inc. of Peoria, Illinois in an amount not to exceed $696,875.30.
Motion by Michael Zadel, second by Paul Hoefert.
Final Resolution: Motion Carries
Yea: Paul Hoefert, Steve Polit, Colleen Saccotelli, Michael Zadel
Not Present at Vote: John Matuszak, Richard Rogers
https://www.boarddocs.comAl/vomp/Board.nsf/Private?open&login# 313
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BIC COC iMENTS AND SPECIFICATIONS
2017 ANNUAL SEWER LINING
FOR THE MUNICIPALITIES OF:
ARLINGTON HEIGHTS, BUFFALO GROVE, MOUNT PROSPECT, ROLLING
MEADOWS & LINCOLNSHIRE
0
VILLAGE OF BUFFALO GROVE
50 Raupp Blvd
Buffalo Grove, IL 60089
(847) 459-2500
Mount
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1
SCHEDULE OF PRICES
2017 Sewer Lining Project
Company Name:
Address:
City, State, Zi
Item
No
1
Items
8" Cured in Race Roe
Unit
LF
Arlington Heights
Qom,
11206
Lincolnshire Buffalo Grove
QT, QT,
3891
Rolling Meadows
QTY
5189
Mount
Prospect QTY
1162
Totals Bid $/Unit
21448
2
10" Cured in Race Rpe
LF
916
125
545
1586
3
12" Cured in Race Rpe
LF
494
1794
2288
4
15" Cured in Race Rpe
LF
3449
3449
5
6
7
18" Cured in Race Rpe
21" Cured in Race Rpe
24" Cured in Race Rpe
LF
LF
LF
2004
3304
2093
2186
492
800
2186
4589
4104
8
30" Cured in Race Rpe
LF
669
669
9
10
33" Cured in Race Rpe
33" Cured in Race Rpe
LF
LF
626
626
11
36" Cured in Race Rpe
LF
320
12
13
Reinstatement of Service Laterals
- Sanitary Sewer
,Protruding Tap Removal
Each
Each
257
10
36
150
10
187
10
630
30
14
8" End Seals
Each
104
36
6
146
15
10" End Seals
Each
10
2
4
16
16
12" End Seals
Each
18
18
17
15" End Seals
Each
28
28
18
18" End Seals
Each
16
16
19
20
'21" End Seals
24" End Seals
Each
Each
16
6
6
22
6
21
30" End Seals
Each
4
4
22
33" End Seals Each
4
4
23
33" End Seals
Each
24
36" End Seals
Each
2
Any and all exceptions to these specifications MUST be clearly and completely indicated on the bid sheet. Attach additional pages if necessary.
NOTE TO BIDDERS: Please be advised that any exceptions to these specifications may cause your bid to be disqualified. Submit bids by SEALED
BID ONLY. Fax and e-mail bids are not acceptable and will not be considered.
THE SECTION BELOW MUST BE COMPLETED IN FULL AND SIGNED
The undersigned hereby certifies that they have read and understand the contents of this solicitation and agree to furnish at the prices shown any or all of the items above, subject to all
instructions, conditions, specifications and attachments hereto. Failure to have read all the provisions of this solicitation shall not because to alter any resulting contractor to accept
any request for additional compensation. By signing this bid document, the bidder hereby certifies that they are not barred from bidding on this contract as a result of a violation of
either Section 33E-3 or 33E-4 of the Illinois Criminal Code of 1961, as amended.
Authorized Signature: Company Name:
Typed/Printed Name: _ nate:
T"ille:: E-mail:
Telephone Number„
• 100% performance and payment bonds for the project awarded by other Municipalities
• Certificate of insurance naming each other Municipality as an additional insured
Certified payrolls to each of the other Municipality for work performed
7. WAIVER OF WORKERS COMPENSATION/OCCUPATIONAL DISEASE EXPENSE REIMBURSEMENT
The Contractor agrees to waive any and all rights to reimbursement of workers' compensation expenses under
Section 1(a)(4) of the Illinois Workers' Compensation Act (820 ILCS 305), and as amended; and the Contractor
agrees to waive any and all rights to reimbursement of occupational disease expenses under Section 1(a)(3) of the
Illinois Occupational Diseases Act (820 ILCS 310), and as amended.
8. UNBALANCED BIDS
Any bid which is materially unbalanced as to prices for the Base Bid and/or Optional Bid Items may be rejected. An
unbalanced bid is one which is based on the prices significantly less than the cost for some work and/or prices
which are significantly overstated for other work.
The Village of Buffalo Grove and the Municipalities will review all unit prices submitted by the apparent lowest
responsible bidder and will decide whether any of the unit prices are excessively above or below a reasonable cost
analysis value determined by the Owners.
In the event any unit prices are determined to be unbalanced and contrary to the interest of the Village of Buffalo
Grove, the right is reserved to reject such bid at the discretion of the Village of Buffalo Grove.
9. DISCREPANCIES
In all cases of discrepancies between the drawings and specifications, respective Village/City shall be notified in the
manner as identified in the General Terms and Conditions. The specifications shall govern over the drawings. If
work proceeds without obtaining proper interpretations of the conflicting drawings and specifications from the owner
or their designee, the installed work that is not in accordance with the design and best practices must be replaced at
no additional cost.
10. OMISSIONS/HIDDEN CONDITIONS
The drawings and specifications are intended to include all work and materials necessary for completion of the
work. Any incidental item of material, labor, or detail required for the proper execution and completion of the work
and omitted from either the drawings or specifications or both, but obviously required by governing codes, federal or
state laws, local regulations, trade practices, operational functions, and good workmanship, shall be provided as a
part of the contract work at no additional cost to the owner, even though not specifically detailed or mentioned.
11. FIELD MODIFICATIONS
A field modification is written by the owner or his designee to the contractor for purposes of clarification of the
specifications or plans. A field modification is limited to items that do not change the scope of the project.
Field modifications do not affect either the project cost or completion date.
Field modifications become part of the Contract Documents and become binding upon the contractor if he fails to
object within three (3) working days after receiving the modification. A field modification may be used as the basis
of a project cost change or contract extension if all parties agree on the field modification form to a potential future
claim of either party, or that the field modification will be compiled with, but under protest.
Any bid which is materially unbalanced as to prices for the Base Bid and/or Optional Bid Items may be rejected. An
unbalanced bid is one which is based on the prices significantly less than the cost for some work and/or prices
which are significantly overstated for other work.
The Municipalities will review all unit prices submitted by the apparently lowest responsible bidder and will decide
whether any of the unit prices are excessively above or below a reasonable cost analysis value determined by the
Owners.
In the event any unit prices are determined to be unbalanced and contrary to the interest of the Municipalities, the
right is reserved to reject such bid at the discretion of the Municipalities.
16. ADDITIONAL INFORMATION
Should the bidder require additional information about this bid, submit questions via email to: bgfinanoovbg.org.
All such e-mails must contain "2017 Annual Sewer Lining" in the subject line of the e-mail. Questions are required
no later than 112:00 R.M. on March '7, 20117„
ANY and ALL changes to these specifications are valid only if they are included by written Addendum from the
Village of Buffalo Grove to All Bidders. No interpretation of the meaning of the plans, specifications or other
contract documents will be made orally. Failure of any bidder to receive any such addendum or interpretation shall
not relieve the bidder from obligation under this bid as submitted. All addenda so issued shall become part of the
bid documents. Failure to request an interpretation constitutes a waiver to later claim that ambiguities or
misunderstandings caused a bidder to improperly submit a bid.
The Village of Buffalo Grove recognizes that in some cases the information conveyed in this RFB may
provide an insufficient basis for performing a complete analysis of the RFB requirements. Prospective
bidders are, therefore, requested to make the best possible use of the information provided, without the
expectation that the Village of Buffalo Grove will be able to answer every request for further information or
that the schedule for receipt and evaluation of proposals will be modified to accommodate such request.
17. CONTACT WITH VILLAGE/CITY PERSONNEL
All bidders are prohibited from making any contact with the municipalities' Presidents, Trustees, or any other official
or employee of the municipalities (collectively, "Municipal Personnel") with regard to the Project, other than in the
manner and to the person(s) designated herein. The Purchasing Department or Approved Equal reserves the right
to disqualify any bidder found to have contacted Municipal Personnel in any manner with regard to the
Project. Additionally, if the Purchasing Department or Approved Equal determines that the contact with Municipal
Personnel was in violation of any provision of 720 ILCS 5/33E, the matter will be turned over to the Cook County
State's Attorney for review and prosecution.
18. DISCLOSURE OF POTENTIAL OR ACTUAL CONFLICT OF INTEREST
Each Municipality's Code of Ethics prohibits public officials or employees from performing or participating in an
official act or action with regard to a transaction in which he has or knows he will thereafter acquire an interest for
profit, without full public disclosure of such interest. This disclosure requirement extends to the spouse, children
and grandchildren, and their spouses, parents and the parents of a spouse, and brothers and sisters and their
spouses.
To ensure full and fair consideration of all bids, the Municipalities require all Bidders including owners or employees
to investigate whether a potential or actual conflict of interest exists between the Bidder and any Municipality, their
officials, and/or employees. If the Bidder discovers a potential or actual conflict of interest, the Bidder must disclose
the conflict of interest in its bid, identifying the name of the municipal official or employee with whom the conflict
may exist, the nature of the conflict of interest, and any other relevant information. The existence of a potential or
actual conflict of interest does NOT, on its own, disqualify the disclosing Bidder from consideration. Information
provided by Bidders in this regard will allow The Village of Buffalo Grove to take appropriate measures to ensure
the fairness of the bidding process.
The Village of Buffalo Grove requires all bidders to submit a certification, enclosed with this bid packet, that the
bidder has conducted the appropriate investigation and disclosed all potential or actual conflicts of interest.
By submitting a bid, all Bidders acknowledge and accept that if a Municipality discovers an undisclosed potential or
actual conflict of interest, that Municipality may disqualify the Bidder and/or refer the matter to the appropriate
authorities for investigation and prosecution.
19. SILENCE OF SPECIFICATIONS
The apparent silence of specifications as to any detail or apparent omission from a detailed description concerning
any portion shall be interpreted as meaning that only the best commercial material or practice shall prevail and that
only items of the best material or workmanship to be used.
20. NEW PARTS AND MATERIALS: TITLE
Equipment and materials must be of current date (latest model or supply) and meet specifications. This provision
excludes the use of surplus, re -manufactured or used products, whether in part or in whole, except where
specifications explicitly provide therefore. Further, the bidder warrants that it has lien free title to all equipment,
supplies, or materials purchased under the terms of this contract.
27. DEFINITIONS
27.1 Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the
Bidding Documents as the base, to which Work may be added or from which Work may be deleted for sums
stated in Option Bids or Unit Prices.
27.2 Unit Price is an amount stated in the bid as a price per unit of measurement for materials, equipment or
services, including all overhead and profit for a portion of the Work as described in the Bidding Documents.
The Owner may reject or negotiate any unit price which is considered excessive or unreasonable.
In the event of a conflict or calculation error between the total base bid pricing, and/or extension
pricing, the Unit Price shall prevail.
28. RESPONSIVE BID
28.1 A "Responsive Bid" is defined as a "bid which conforms in all material respects to the requirements set forth
in the invitation for bids." Bidders are hereby notified that any failure to comply with the requirements of this
bid may be cause for rejection of the bid.
28.2 Bidders shall promptly notify The Village of Buffalo Grove of any ambiguity, inconsistency or error which they
may discover upon examination of the bidding documents. Interpretations, corrections and changes will be
made by addendum. Each bidder shall ascertain prior to submitting a bid that all addenda have been
received and acknowledged in the bid.
29. MODIFICATIONS
BIDDERS shall be allowed to modify/withdraw their bids prior to opening. Once BIDS have been received and
opened they cannot be changed or withdrawn unless requested in writing and approved by the Village of Buffalo
Grove.
30. INSURANCE
The Contractor shall not commence work under this contract until the Contractor has obtained all insurance
required herein and such insurance has been approved by the Owners. The Contractor shall maintain for the
duration of the contract, including warranty period, insurance purchased from a company or companies lawfully
authorized to do business in the state of Illinois and having a rating of at least A -minus and a class size of at least X
as rated by A.M. Best Ratings. Such insurance as will protect the Contractor from claims set forth below which may
arise out of or result from the Contractor's operations under the contract and for which the Contractor may be legally
liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly
employed by any of them, or by anyone for whose acts any of them may be liable:
30.1 Workers' Compensation Insurance covering all liability of the Contractor arising under the Workers'
Compensation Act and Occupational Diseases Act; limits of liability not less than statutory requirements.
30.2 Employers Liability covering all liability of contractor as employer, with limits not less than: $1,000,000 per
injury — per occurrence; $500,000 per disease — per employee; and $1,000,000 per disease — policy limit.
30.3 Comprehensive General Liability in a broad form on an occurrence basis, to include but not be limited to,
coverage for the following where exposure exists; Premises/Operations, Contractual Liability,
Products/Completed Operations for 2 years following final payment, Independent Contractor's coverage to
respond to claims for damages because of bodily injury, sickness or disease, or death of any person other
than the Contractor's employees as well as claims for damages insured by usual personal injury liability
coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to
employment of such person by the contractor, or (2) by another person and claims for damages, other than
to the Work itself, because of injury to or destruction of tangible property, including loss of use there from;
Broad Form Property Damage Endorsement; Railroad exclusions shall be deleted if any part of the project is
within 50 feet of any railroad track
General Aggregate Limit $ 2,000,000
Each Occurrence Limit $ 1,000,000
30.4 Automobile Liability Insurance shall be maintained to respond to claims for damages because of bodily
33. SUBCONTRACTORS
If any Bidder submitting a bid intends on subcontracting out all or any portion of the engagement, that fact, and the
name of the proposed subcontracting firmlsi must be clearly disclosed in the bid on the form provided
herein (use additional sheets if necessary)
In the event the Contractor requires a change of the subcontractor (s) identified a written request from the
Contractor and a written approval from The Village of Buffalo Grove is required.
Notwithstanding written consent to subcontract approved by the Municipalities, the Contractor shall perform with the
Contractor's own organization, work amounting to not less than fifty (50%) percent of the total contract cost, and
with materials purchased or produced by the Contractor.
The subcontracting, if any, shall be done by the Contractor in accordance with applicable Article 108.01 of the
Illinois Department of Transportation ("IDOT") Standard Specifications.
Failure to identify subcontractors could result in disqualification.
34. CHANGE ORDERS
The Owner believes that the project is fully defined in the Contract Documents and that Change orders will not be
necessary. However, in the event that a Change Order is required, the Contractor shall review the scope of
work to be performed under the contract to suggest alternatives that can be implemented to offset the cost
increase of any necessary changes without sacrificing the quality and/or scope of the contract
specifications. All Change Orders and alternative suggestions must be approved by Municipalities prior to
execution.
34.1. Change Orders shall comply with 720 ILCS 5/33E-9,.
34.2 In case of an increase in the Contract Sum, there will be an allowance for overhead and profit.
34.3. The allowance for the combined overhead and profit, including premiums for all bonds and insurance, shall
be based on the percentage as bid. This same percentage shall apply to both extras and credits and for
work performed by the Contractor, a Subcontractor, or Sub -subcontractor.
34.4. Detailed written Requests for Change Orders must be submitted to the Owner's Representative on the form
provided by the Owner. (Request furnished in any other format or lacking sufficient information will be
rejected). In order to facilitate checking of quotations for extras or credits, all requests for change orders
shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. Where
major cost items are Subcontracts, they shall also be itemized. Requests will be reviewed by the affected
Municipality's Owner or Approved Equal.
34.5. Each written Request for a Change Order must be accompanied by written suggestions where costs can be
reduced to offset the Change Order increase requested or a written certification stating that the Contractor
has reviewed the work to be performed and cannot identify areas where costs can be reduced.
34.6. A written Change Order must be issued by the affected Municipality's Owner or Approved Equal prior to
commencing any additional work covered by such order. Work performed without proper authorization shall
be the Contractor's sole risk and expense.
11
42. PROTEST PROCEDURE
Any bidder wishing to file a protest regarding the proposal process may do so by giving written notice to The
Village of Buffalo Grove Purchasing Division within seven calendar days of the closing time and date. This notice
should include the title of the requirement, the bid number, the closing date and the nature of the protest.
Any disputes concerning a question of fact under this procurement which is not disposed of by agreement shall be
decided by the Municipality. The decision of the Municipality, or its duly authorized representative, for the
determination of such appeals shall be final and conclusive unless determined by a court of competent jurisdiction to
have been fraudulent, or capricious, or arbitrary, or so grossly erroneous as necessary to imply bad faith, or not
supported by substantial evidence. In connection with any appeal proceeding under this clause, the Contractor shall
be afforded an opportunity to be heard and offer evidence in support of his appeal. Pending final decision of a
dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance
with the decision of the Purchasing Manager.
43. AFFIDAVITS
The following affidavits included in these contract documents must be executed and submitted with the bid.,
A) References
B) Disqualification of Certain Bidders (Affirmation by signing Bid Form)
C) Affidavit/Anti-collision
D) Conflict of Interest Form
E) Tax Compliance
F) Identification of Subcontractors
44. ALTERNATE AND MULTIPLE BIDS
Unless otherwise indicated in these documents, the bidder may not submit alternate or multiple bids as part of this
package. The submission of more than one bid within a single package may be cause for rejection of any or all of
the bids of that bidder.
45. CONTRACTOR'S LICENSES: The bidder to which the contract is awarded (including subcontractors), prior to
commencing any work, must have a valid Contractor's License or other required license on -file with the Municipality
in which the work is performed.
46. AUDIT/ACCESS TO RECORDS
A) The contractor shall maintain books, records, documents and other evidence directly pertinent to performance
of the work under this agreement consistent with generally accepted accounting standards in accordance with
the American Institute of Certified Public Accountants Professional Standards. The contractor shall also
maintain the financial information and data used by the contractor in the preparation or support of any cost
submissions required under this subsection, (Negotiation of Contract Amendments, Change Orders) and a
copy of the cost summary submitted to the owner. The Auditor General, the owner, the Agency, or any of their
duly authorized representatives shall have access to the books, records, documents, and other evidence for
purposes of inspection, audit, and copying. The contractor will provide facilities for such access and inspection.
B) If this contract is a formally advertised, competitively awarded, fixed price contract, the contractor agrees to
include access to records as specified in above. This requirement is applicable to all negotiated change orders
and contract amendments in excess of $25,000, which affect the contract price. In the case of all other prime
contracts, the contractor also agrees to include access to records as specified above in all his contracts and all
tier subcontracts or change orders thereto directly related to project performance, which are in excess of
$25,000.
C) Audits conducted pursuant to this provision shall be consistent with generally accepted auditing standards in
accordance with the American Institute of Public Accountants Professional Standards.
D) The contractor agrees to the disclosure of all information and reports resulting from access to records pursuant
to the subsection above. Where the audit concerns the contractor, the auditing agency will afford the contractor
an opportunity for an audit exit conference and an opportunity to comment on the pertinent portions of the draft
audit report. The final audit report will include the written comments, if any, of the audited parties.
E) Records under the subsections above shall be maintained and made available during performance of the work
under this agreement and until three years from the date of final audit for the project. In addition, those records
which relate to any dispute or litigation or the settlement of claims arising out of such performance, costs or
13
LABOR STATUTES, RECORDS AND RATES
CONSTRUCTION CONTRACTS for
MUNICIPALITIES - STATE OF ILLINOIS
February 21, 2017
All Contractors shall familiarize themselves with all provisions of all Acts referred to herein and in addition shall make an
investigation of labor conditions and all negotiated labor agreements which may exist or are contemplated at this time.
Nothing in the Acts referred to herein shall be construed to prohibit the payment of more than the prevailing wage scale.
In the employment and use of labor, the Contractor and any subcontractor of the Contractor shall conform to all Illinois
Constitutional and statutory requirements including, but not limited to, the following:
1.0 Equal Employment Opportunity:
1.1 Illinois Constitution, Article I, Section 17, which provides: "All persons shall have the right to be free
from discrimination on the basis of race, color, creed, national ancestry and sex in the hiring and
promotion practices of any employer or in the sale or rental of property."
1.2 Illinois Constitution, Article I, Section 18, which provides: "The equal protection of the laws shall not be
denied or abridged on account of sex by the state of its units of local government and school districts."
1.3 The Public Works Employment Discrimination Act, 775 ILCS 10/1, provides in substance that no person
may be refused or denied employment by reason of unlawful discrimination, nor may any person be
subjected to unlawful discrimination in any manner in connection with contracting for or performance of
any work or service of "any kind by, for, on behalf of, or for the benefit of the State, or of any
department, bureau, commission, board or other political subdivision or agency thereof."
1.4 Contractor shall comply with the Illinois Human Rights Act, 775 ILCS 5/1-101 et seq., as amended and
any rules and regulations promulgated in accordance therewith, including, but not limited to the Equal
Employment Opportunity Clause, Illinois Administrative Code, Title 44, Part 750 (Appendix B), which is
incorporated herein by reference. Furthermore, the Contractor shall comply with the Public Works
Employment Discrimination Act, 775 ILCS 10/0.01 et seq., as amended.
2.0 The Veterans Preference Act, 330 ILCS 55/1, provides: "In the employment and appointment to fill positions in
the construction, addition to, or alteration of all public works undertaken or contracted for by the State, or any of
its political subdivisions thereof, preference shall be given to persons who have been members of the Armed
Forces of the United States ... in times of hostilities with a foreign country..."
3.0 The Servicemen's Employment Tenure Act, as amended, 330 ILCS 60/2, "safeguarding the employment and
the rights and privileges inhering in the employment contract, of servicemen."
4.0 The Prevailing Wage Act, 820 ILCS 130/0.01 et seq., provides: "It is the policy of the State of Illinois that a
wage of no less than the general prevailing hourly rate as paid for work of a similar character in the locality in
which the work is performed, shall be paid to all laborers, workers and mechanics employed by or on behalf of
any and all public bodies engaged in public works." The current Schedule of Prevailing Wages for Cook County
and/or Lake County must be prominently posted at the project site by the Contractor.
4.1 The Prevailing Wage Act, 820 ILCS 130/4, provides: "All bid specifications shall list the specified rates
to all laborers, workers and mechanics in the locality for each craft or type of worker or mechanic
needed to execute the contract. If the Department of Labor revises the prevailing rate of hourly wages
to be paid by the public body, the revised rate shall apply to such contract, and the public body shall be
responsible to notify the Contractor and each subcontractor of the revised rate."
4.1.1 The municipality shall notify the Contractor of any revised rates as determined by the
Department of Labor and as received by the municipality. It shall be the responsibility and
liability of the Contractor to promptly notify each and every subcontractor of said revised rates.
4.1.2 Unless otherwise specified in the Contract Documents, the Contractor shall assume all risks and
responsibility for any changes to the prevailing hourly wage which may occur during the Contract
Time. A revision to the prevailing rate of hourly wages shall not be cause for any adjustment in
15
2017 MUNICIPAL PARTNERING INITIATIVE
SEWER LINING
SUMMARY OF WORK
General
Wherever the word "Owner" appears in this document, it shall be interpreted to mean each municipality
representative.
Wherever the word "Contractor" appears in this document, it shall be interpreted to mean the firm,
partnership, joint venture, or corporation contracting with each municipality for performance of prescribed
work.
Scope of Project
This project includes quantities for 41,865 linear feet of sanitary and storm sewer lining in various sizes of
cured -in-place pipe lining (CIDP), rehabilitation and restoration of structural integrity of the existing sanitary
pipes by the Inversion and Curing of a Resin -Impregnated Tube process and all related and ancillary work.
The work contained on this project is located within easements or right-of-ways of the Village of Arlington
Heights, Village of Buffalo Grove, City of Rolling Meadows, Village of Mount Prospect, and the Village of
Lincolnshire.
Each municipality has the right to delete from or add to the contract quantities at the contract unit costs for
construction.
While the Village of Buffalo Grove shall serve as the central point of contact to facilitate the bidding process
described in this Contract, each municipality further reserves the right to reject any and all bids or parts
thereof, to waive any irregularities or informalities in bidding procedures and to award the contract in a
manner best serving the interest of the municipality. Work included is shown on drawings prepared by The
Village of Buffalo Grove which has been supplied by each municipality. The lining work shown on the
drawings is not conclusive and is subject to change. The drawings can be found in "Appendix B".
Maintenance Bond
The Contractor is required to furnish a maintenance bond approved by the municipality in the amount equal to
ten percent (10%) of the contract price. This bond shall provide a guarantee against defective materials and
workmanship on all materials, items and work furnished under this contract, including contract changes and
additions for a period of three year from date of written final acceptance and final payment. If within the
guarantee one (3) year period, any defects or signs of deterioration are noted which, in the opinion of the
municipality, are due to the faulty installation, workmanship, or materials, the municipality shall notify the
Contractor. At the Contractor's expense, the Contractor agrees to make any and all repairs, adjustments or
replacements to correct the condition/s to the complete satisfaction of the municipality work has been
completed in.
17
Materials
A. Tube - The sewn Tube shall consist of one or more layers of absorbent non -woven felt fabric and meet the
requirements of ASTM F1216, Section 5.1. The tube shall be constructed to withstand installation
pressures, have sufficient strength to bridge missing pipe, and stretch to fit irregular pipe sections.
Additional requirements for the Tube include:
1. The wet out Tube shall have a relatively uniform thickness that when compressed at installation
pressures will equal or exceed the calculated minimum design thickness.
2. The Tube shall be manufactured to a size that when installed will tightly fit the internal circumference
and length of the original pipe. Allowance should be made for circumferential stretching during
inversion. Overlapped layers of felt in longitudinal seams that cause lumps in the final product shall
not be utilized.
3. The outside layer of the Tube shall be coated with an impermeable, flexible membrane that will
contain the resin and all the resin impregnation (wet out) procedure to be monitored.
4. The Tube shall be homogeneous across the entire wall thickness containing no intermediate or
encapsulated elastomeric layers. No material shall be included in the Tube that may cause
delamination in the cured CIPP. No dry or unsaturated layers shall be evident.
5. The wall color of the interior pipe surface of CIPP after installation shall be a relatively light reflective
color so that a clear detailed examination with closed circuit television inspection equipment may be
made.
6. Seams in the Tube shall be stronger than the non -seamed felt material.
7. The Tube shall be marked for distance at regular intervals along its entire length, not to exceed 5 ft.
Such markings shall include the Manufacturer's name or identifying symbol. The tubes must be
manufactured in the USA.
B. Resin - The resin system shall be a corrosion resistant polyester, vinyl ester, or epoxy system including all
required catalysts, initiators or hardeners that when cured within the tube create a composite that satisfies
the requirements of ASTM F1216, the physical properties herein, and those which are to be utilized in the
design of the CIPP for this project. The resin shall produce a CIPP that will comply with the structural
and chemical resistance requirements of this specification.
Structural Requirements
uirements
A. The CIPP shall be designed as per ASTM F1216. The CIPP design shall assume no bonding to the original
pipe wall. The liner should be designed using 5% ovality and groundwater level at the surface.
B. The Contractor must have performed long-term testing for flexural creep of the CIPP pipe material
installed by his Company. Such testing results are to be used to determine the long-term, time dependent
flexural modulus to be utilized in the product design. This is a performance test of the materials (Tube and
Resin) and general workmanship of the installation and curing. A percentage of the instantaneous flexural
modulus value (as measured by ASTM D790 testing) will be used in design calculations for external
buckling. The percentage, or the long-term creep retention value utilized, will be verified by this testing.
Retention values exceeding 50% of the short-term test results shall not be applied unless substantiated by
qualified third party test data to the Owner's satisfaction. The materials utilized for the contracted project
shall be of a quality equal to or better than the materials used in the long-term test with respect to the
initial flexural modulus used in the CIPP design.
C. The Enhancement Factor `K' to be used in `Partially Deteriorated' Design conditions shall be assigned a
value of 7. Application of Enhancement (K) Factors in excess of 7 shall be substantiated through
independent test data to the satisfaction of the Owner.
19
End Seals
End Seals will be LMK's InsigniaTM Hydrophilic End Seal Sleeve. Installation will be in accordance with
manufacturer methods.
Required Submittals
Submit to the respective Owner, for approval, product data and catalogue cuts for all materials used in the
installation of the CIPP, prior to ordering of material. Submittals shall contain:
1. Date of submittal and dates of previous submittals.
2. Project title and number.
3. Contract identification.
4. Names of-
a.
£a. Contractor
b. Supplier
c. Manufacturer
5. Identification of product, with identification numbers, and drawing and specification section numbers.
6. Field dimensions, clearly identified.
7. Identify details required on drawings and in specifications.
8. Show manufacturer and model number, give dimensions, and provide clearances.
9. Relation to adjacent or critical features of work or materials.
10. Applicable standards, such as ASTM or Federal Specification numbers.
11. Identification of deviations from Contract Documents.
12. Identification of revisions on resubmittals.
13. Eight -inch by 3 -inch blank space for Contractor and Owner stamps.
14. Contractor's stamp, signed, certifying to review of submittal, verification or products, field
measurement, field construction criteria, and coordination of information within submittal with
requirements of work and Contract Documents.
All of the above noted submittal process is incidental to work performed.
Seguence + f Operations
tions
The contractor shall coordinate his work in a manner that will cause as little inconvenience to traffic as
possible. The Contractor shall work closely with municipality Officials, Fire, Police Departments and other
Contractors in coordinating interruption to normal traffic and parking facilities, access to homes and
businesses, and inconvenience to the public.
The proposed work sequence for the Contractor follows:
1. The proposed sewer main pipe locations and conditions have been determined from the available
records. It is the Contractor's responsibility to review the available records, obtain additional new
video records for evaluation of existing sewer system condition, field verify locations, elevations and
diameters of all to be lined sewer pipes prior to ordering the appropriate materials.
2. Clean existing manholes and sewer lines to condition necessary for proper installation of lining
material, including root cutting, removal of debris and other protruding obstructions.
3. Rehabilitate existing sewer systems.
4. Reinstate and reconnect active sewer service connections
21
All video and written documentation is to be provided in PACP format. All pre -lining inspections must be
submitted to the Village/City for review and approval prior to liner installation. All video and written
documentation is to be submitted on three (3) identically prepared LaCie brand Rugged portable USB 2.0/3.0
hard drives with a minimum capacity of 2.0 Tb each. The costs of the hard drives are incidental to the
contract.
There are specific naming and file conventions that may be used from Municipality to Municipality. The
details of the specific conventions will be discussed at the pre -construction meeting.
The Contractor shall use experienced personnel trained in the use of closed circuit television in existing sewer
systems, which shall furnish the necessary labor, tools, equipment, and appurtenances to perform the sewer
televising services as specified. The television inspection equipment and procedures used shall comply, but
are not limited, with the following:
1. Televising inspections shall conform to NASSCO standards
2. The sewer inspections shall be recorded digitally directly on the portable USB hard drive referred to
on page 21. A complete recording shall be made of each line televised. A voice recording shall be
done on the hard drive.
3. Location of sewer lines inspected using manhole number (sanitary sewer) and street addresses (storm
sewer)
4. Quadrant location of all leaks and cracks.
5. Size (diameter) of sewer line televised.
6. Location of building service connections
7. The footage and manhole numbers shall appear on the screen at all times.
8. Television Inspection logs shall be reported in the sequence as they appear on the hard drive.
9. The sewer televising camera shall have the capability of a rotating lens. While televising the sewer
pipe, the Contractor will rotate the camera so as to look in the service and determine if the service is
capped or active (in service). This shall also be reflected in the reports. (i.e. capped or live)
10. The Contractor will increase the skids on the camera to the proper size so that camera is in the center
of the sewer pipe.
11. Deep sags are to be dewatered so that proper television inspection can be performed.
12. Any point repairs necessary prior to lining shall either be handled by the municipality directly or shall
be considered a change order.
Any deviation from the location and/or quantity indicated in bid documents shall be noted and brought to the
attention of the Owner, so that the bid quantities may be adjusted prior to commencing with any sewer
repair/lining work.
Sewer P'lpe Cleaning
The existing sewer pipes shall be cleaned with hydraulically powered equipment, high velocity jet cleaners or
mechanically powered equipment. All internal debris, tree roots and other obstructions shall be removed from
the existing (to be lined) sewer pipe. The Contractor shall intercept all debris from the pipe cleaning process at
a point within the work zone so that no debris is allowed to travel downstream through the sewer system.
Debris captured and removed from the sewer system shall be transported and disposed of in a lawful manner.
Cleaning, including capture, removal, disposal of debris shall be included in the base (sewer lining) unit price,
and shall be performed by the Contractor at no additional cost to each municipality.
23
Contractor's Use of Premises
At all times Contractor is working on property within Owner's boundaries, Contractor shall be responsible
for:
1. Coordinating use of premises under direction of respective Owner.
2. Assuming full responsibility for protection and safekeeping of products under this Contract such that if
any products are lost, damaged, or stolen it shall be Contractor's sole responsibility to replace the
products.
3. Obtaining and pay for use of additional storage or work areas needed for operations at no additional
cost to Owner.
4. Conducting operations to ensure least inconvenience to general public, including but not limited to
minimizing any traffic obstructions, noise, and offensive odors.
5. Complying with any requirements in Appendix A for each municipality's additional input on local
parking plan.
Pre -construction Meetin
A pre -construction meeting with the Contractor will be held with each municipality to discuss all issues
pertaining to this project. The contractor is requested to bring the following information to this meeting:
1. The Contractor's proposed construction schedule.
2. Name of sub -contractors (if applicable) involved in these projects.
3. Name of Project Manager.
4. Name of individual responsible for traffic control and maintenance
5. Emergency Contact.
Weekly Meetings
Regular weekly meetings between the Contractor Project Manager and the respective Owner are required. The
proposed Contractor's working schedule for the next two (2) weeks shall submitted to the respective Owner
during each meeting. If any modifications to the proposed schedule are requested by the respective Owner, the
Contractor shall adjust his proposed schedule accordingly.
Protection of Trees
Every effort shall be made by the Contractor when working near trees and shrubs to preserve same from harm.
No trees or shrubs shall be removed unless so indicated on the Plans or as authorized in the field by the
respective Owner. The Contractor shall be responsible for damage to or loss of any tree or shrub not
specifically designated to be removed.
Damage to tree limbs shall be held to a minimum. Shrubs and tree limbs shall be tied back wherever
necessary to prevent their loss or damage. Wherever damage by construction equipment to limbs and
branches is unavoidable, they shall be pruned before starting work and sealed in accordance with best forestry
practice.
No pruning of tree limbs or branches will be allowed without the written permission from the respective
Owner. If pruning is necessary and approved, it will be done by an approved licensed landscape contractor, if
the Owner deems it is necessary. The Contractor shall contact the respective Owner at least 24 hours prior to
his need to prune. Tree protection shall be incidental to the Contract.
25
Pa meant 1'or Extra Work
The methods for measurements and payments for Extra work shall be in accordance with the applicable
articles of Section 109 of the IDOTSPECS.
Extra work shall not be started until written authorization from the respective Owner is received. Extra work
will be paid for at either the contract price, a lump sum price or agreed unit prices, or on a force account basis.
If a force account basis method for payment is used, than the procedures outlined in the Illinois Department of
Transportation Construction Memorandum 08-09: Force Account Billing, dated January 1, 2008 shall be
followed by the Contractor.
As indicated in the above referenced Memorandum particular attention should be paid to the following:
1. Each day the force account is being performed Form BC 635; Extra Work shall be completed and
submitted to the Owner.
2. The most recent edition of Equipment Watch's Rental Rate Blue Book will be used as the source of
equipment rates for force account billing.
MWRD
The MWRD Permit section field office (708/222-4055) must be notified at least two days prior to
commencement of work.
When access to MWRD manhole is required the MWRD manhole opening shall be coordinated with Mr.
Roscoe Hardeman (321-497-9472) of MWRD. Any MWRD manholes shall be identified at the pre-bid
meeting.
Public Advisory
A minimum of two weeks prior to commencing with sewer repair/lining work the Contractor shall coordinate
with each municipality to provide general public notice of the work to be done.
Public advisory services will be required to notify all parties whose sewer services will be out of commission
and to advise against water usage until the sewer service is back in service. This is the responsibility of the
Contractor. Notices shall be given within 24 hours of interruption. Written notices must be approved by each
municipality prior to publication, and must contain specific information as to when the sewer service
disruption will begin and end. Notices must be given the proposed day of work if work is cancelled for any
reason, as well as the proposed reschedule of shut -down.
No customer shall be deprived of sanitary sewer service for more than twelve consecutive hours unless
approved by the Owner.
The Contractor shall assume responsibility for any sewer backups or other damages sustained by residents or
businesses as a result of testing, cleaning, lining or any other part of the work. The Contractor shall arrange
and pay for professional cleaning and/or repair services where required at no additional cost to the
municipality
"No Parking - Police Order" signs are available upon request at the office of the Owner. All such notices shall
be removed by the Contractor immediately upon the completion of work in each block. The cost associated
with public advisory shall be considered incidental to the cost of the contract.
27
SPECIAL PROVISION FOR
CURED -IN-PLACE PIPE
It is the Contractor's responsibility to inspect the condition of the existing sewer system after all sewer
repair/lining work is complete.
The Contractor shall use an experienced personnel trained in the use of closed circuit television in
existing/repaired sewer systems, which shall furnish the necessary labor, tools, equipment, and appurtenances
to perform the sewer televising services as specified. The television inspection equipment and procedures
used shall comply, but are not limited, with the following:
1. Televising inspections shall conform to NASSCO standards and all video and written documentation
is to be provided in PACP format
2. The sewer inspections shall be recorded digitally on the portable USB hard drive referred to on page
2L. Recording playback shall be at the same speed that it was recorded. A complete recording shall be
made of each line televised. A voice recording shall be done on the USB hard drive.
3. Location of sewer lines inspected using manhole number (sanitary sewer) and street addresses (storm
sewer)
4. Post lining television inspection shall include rotating the lens to inspect all reinstated sewer services.
Inspection of service opening shall be of the liner cutting to determine if opening is sufficient. If
determined that the existing service is damaged by cutting of the liner, the municipality will allow the
use of Performance Pipelining T -Liner process or municipality Owner approved equal for restoration.
5. Location of building service connections.
6. The footage and manhole numbers shall appear on the screen at all times.
7. Television Inspection logs shall be reported in the sequence as they appear on the USB hard drives.
8. The Contractor will increase the skids on the camera to the proper size so that camera is in the center
of the sewer pipe.
9. Deep sags are to be dewatered so that proper television inspection can be performed.
Other incidental and measure of payment requirements to the cured -in-place pipe lining include:
1. Mobilization and site preparation.
2. Existing sewer system televising and cleaning before lining process
3. Televising of sanitary and storm sewer to determine installed conditions.
4. Placement of lining material within sanitary and/or storm sewer.
5. All manhole connections shall be water tight.
6. Removal and replacement of manhole frames, adjusting rings, and corbels are incidental to the liner
unit price. No additional compensation will be made for this work, including restoration to pre -
construction conditions.
7. Flow control, including bypass pumping, if required.
8. Reinstatement and reconnection of active sewer service connections.
9. CCTV Examination: Televise interior of pipe after completion of work and provide the portable USB
hard drive referred to on page 21 to Owner. Use pan and tilt color 3 lux camera to view the sewer
service lateral connections.
10. Sewer testing and internal inspections of installation.
11. Pavement damage and restoration.
12. Parkway damage and restoration.
13. Cleanup.
14. Other appurtenant and incidental work.
15. Full-time traffic control surveillance by contractor.
29
SPECIAL PROVISION FOR
REINSTATEMENT OF SERVICE LATERALS —
STORM OR SANITARY SEWER
The reinstatement of service laterals shall include the costs of;
1. Site Preparation.
2. Protecting existing utilities, site objects and new work.
3. Contractor shall certify a minimum of two complete functional cutters plus key spare components
are on the job site before each installation.
4. Re -open branch connections without excavation, utilizing a remotely controlled cutting device,
monitored by a CCTV.
5. Branch (service) connections shall be re-established at a minimum of 95% of the flow capacity and
shall be wire brushed smooth, without damaging PVC services, to full diameter of openings.
6. If it is determined that the existing service is damaged by cutting of the liner, the Owner will allow
the use of Performance Pipelining T -Liner process, or approved equal method, for service
restoration. No additional compensation will be provided for the required service repair work.
7. No additional payments will be made for excavations for the purpose of reopening connections and
the Contractor shall be responsible for all costs and liability associated with such excavation and
restoration work.
8. Cleanup.
9. Collect all reinstatement coupons at the next downstream manhole. All excess lining material is to
be removed from the sewer system.
10. Other appurtenant and incidental work.
11. General requirements of sections listed.
12. Traffic control and protection.
13. Unless otherwise directed by the Owner or his authorized representative, all laterals will be
reinstated.
Basis of Payment —Reinstatement of Service Laterals
Include cost of work listed herein in unit price each for REINSTATEMENT OF SERVICE LATERALS —
SANITARY SEWER.
31
Appendix A:
Additional Municipality -specific Information
Arlington Heights
Project Manager — Jeff Musinski, Utilities Superintendent, 847/368-5800, jmusinski@vah.com
Local Parking Plan — Overnight parking and equipment storage will be allowed at the Public Works Annex.
Local Water Plan — The Village of Arlington Heights will allow water to be obtained from a hydrant located
at the Annex. Water usage and deposits for water-meter/back-flow devices are waived.
Maps — see segment list and maps attached in "Appendix B".
Lincolnshire
Project Manager: Wally Dittrich, 847-913-2387, yrdiltric ca�lincolireil. Dov
Local Parking Plan — Overnight parking and equipment storage will be available at the Public Works Facility
at 45 Londonderry Lane, Lincolnshire, IL
Local Water Plan - Water usage and deposits for water-meter/back flow devices are waived.
Maps - see segment list and maps attached in "Appendix B".
Buffalo Grove
Project Manager — Kyle Johnson, Civil Engineer, 847-459-2523, k`o1111son@vim
Local Parking Plan — Overnight parking and equipment storage will be coordinated at the pre -construction
meeting. Overnight parking and equipment storage is not permitted on local roads.
Local Water Plan - The use of fire hydrants is prohibited. The Contractor can obtain non -potable water in bulk
at no charge at Buffalo Grove Public Works Department, 50 Raupp Blvd. The Contractor shall provide the
water truck and driver to obtain and transport the water. Maps — See segment list and maps attached in
"Appendix B".
Mount Prospect
Project Manager — Matt Overeem, 847-870-5640, MOvereem@mountprospect.org
Local Parking Plan — To be coordinated at preconstruction meeting
Local Water Plan — To be coordinated at preconstruction meeting
Representative CIPP samples shall be taken for every liner installed. Approximately 25% of the samples will
be selected by the Village for physical properties testing.
The length of each liner section will be measured by the Village on the ground surface directly over the pipe
from center of manhole to center of manhole
Maps — See segment list and maps attached in "Appendix B".
33
FV
APPENDIX B
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AN
--------------------c�
Upstream MH
Downstream MH
Size (in) Type
Length (ft) Sewer Type
Notes
C09-1510
B09-1022
21 RCP
115 Sanitary
MWRD Trunk - AH Road
B09-1022
B09-1010
21 RCP
406 Sanitary
MWRD Trunk - AH Road
B09-1010
B09-1009
21 RCP
418 Sanitary
MWRD Trunk - AH Road
B09-1009
B09-1013
B09-1013
B09-1012
21 RCP
21 RCP
60 Sanitary
105 Sanitary
MWRD Trunk - AH Road
MWRD Trunk - AH Road
B09-1012
B09-1507
21 RCP
450 Sanitary
MWRD Trunk - AH Road
B09-1507
B09-1506
21 RCP
450 Sanitary
MWRD Trunk - AH Road
B09-1506
B09-1508
24 RCP
351 Sanitary
MWRD Trunk - AH Road
B09-1508
B09-1509
24 RCP
317 Sanitary
MWRD Trunk - AH Road
B09-1509
B09-1510
24 RCP
10 Sanitary
MWRD Trunk - AH Road
B09-1510
A09-1005
24 RCP
373 Sanitary
MWRD Trunk - AH Road
A09-1005
A09-1004
24 RCP
212 Sanitary
MWRD Trunk - AH Road
A09-1004
A09-1006
24 RCP
288
Sanitary
MWRD Trunk - AH Road
A09-1006
A09-1500
24 RCP
493 iSanitary
MWRD Trunk - AH Road
A09-1500
A09-1501
24 RCP
501 Sanitary
MWRD Trunk - AH Road
A09-1501
A09-1502
24'RCP
499 Sanitary
MWRD Trunk - AH Road
A09-1502
A09-1504
24 RCP
276 Sanitary
MWRD Trunk - AH Road
A09-1504
A09-1505
241 RCP
20 Sanitary
MWRD Trunk - AH Road
2004 21" Sub Total
3340 24" Sub Total
5344 Total
E 1/2 of the NW 1/4 of SEC 8
TOWNSHIP 42 N RANGE 11 E OF THE 3RD PM
Wheeling Township — Cook County IL
B-9 DETAILS
2017 LInIng Segment
SANITARY SEWER REPAIR NOTES:
8-9A; 106' of 8" V.C.P. was
lined in 2012
WO 013
. .. .. .... . 82 Sanitary Atlas
. ..... (with I.D. numbers)
Last Revised: 03/18/13 By: KJH
go
B-9
Based Upon Water and Sanitary Sheet Lost Revised: 03/08/13 By: MAB
u"',Dnadn
Inapeallon No.
PIP°
PIP°
Telavlwtl Length
Labrala
Sepmatd Grade
Overall Slrucl. RHlnp CIPP
Relnat Entl Tolal
MH
MU
Mlrl.
Dla.
Grads 5
Grade 4
Greda 3
Grsde 2
Gntle 7
Coat
Coet Sella Rehab.
ea.t
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"C934
14Sn'ap
RCP"
.50
328...
0
1
dr
1
0
0
0
Po
1WO
N8;9�a»'.y411&Y4
20004
VCP
'V1
255
7
27
1
0
11
0
6
161
95° CSI. q,-,dZM:1
20213
VCP
30
363
0
300
0
9
22
0
6
1.644
'R6fw'CV6 10:0^*
19750
VCP
27
175
0
20
0
29
1
0
5
190
'Oa.G "— 054:822
20294
VCP
27
494
8
31
0
1
79
0
0
317
165CS313- 572MW
20091
VCP
24
132
1
20
0
0
12
0
5
124
205091 954923
20908
VCP
24
992
7
18
12
1
31
0
6
189
BSCSS fiSCS10
19909
VCP
24
276
10
2
0
3
7
0
5
33
744/0961 7DFCS43
20267
VCP
21
325
7
1
0a
8
0
6
11
7SCS11 7SCS13A
20104
VCP
21
143
1
40
0
0
11
0
5
219
14W;S591441CS03
20163
VCP
18
221
10
51
1
15
2
2
1i
311
16SCS8316SC521
20416
VCP
1B
125
0
1
0
0
0
0
5
5
2DSC86 2DSCS7
20333
VCP
16
624
0
1
0
0
0
0
5
5
245CS36 245CS34
20028
RCP
18
94
1
1
0
0
0
0
5
5
259-0 2690863
20072
VCP
10
210
5
1
0
1
3
6
6
29
2850534 265CS31
20070
VCP
16
256
7
1
0
1
7
1
5
23
7SC564 17S -Mg
20190
VCP
i8
209
14
10
1
1
4
0
6
6.9
9SCS4 9SCS7
20208
VCP
16
319
15
30
0
2
B
0
5
172
134XS12 4wm
19716
VCP
13
322
2
18
0
1
1
0
8
80
AN C5131441CS21
20111
VCP
15
311
10
13
1
2
3
0
5
79
1411CS8 14 .C818
19720
VCP
15
912
12
26
20
4
1
1
6
220
15SCS3 15SC55
19937
VCP
15
204
4
1
0
34
3
0
5
114
1041080 1641087
19580
VCP
16
202
4
f
0
1
2
0
8
12
26SCS30 26S- S27
20063
VCP
16
184
4
1
64
0
0
0
5
261
26S -7S41 265CS61
20065
VCP
15
166
0
97
18
0
1
0
6
511
3WCS20 341GS23
19529
VCP
15
256
10
22
10
29
1
0
5
241
34FCS73 3N-CS27
20305
VCP
16
370
D
1
1
2
B
2
8
36
5PFCS33 6WCS30
20314
VCP
15
222
11
1
22
1
5
0
5
105
WCS38 SKCS70
20311
VCP
15
21B
7
27
8
11
4
0
5
208
7SCS16 7S -CSR
20202
VCP
15
245
1
34
1
5
7
1
5
204
8410652 841C3.99
20157
VCP
15
301
6
15
1
0
0
0
8
70
SN-CS64 8410559
20361
VCP
15
43
0
1
0
11
5
0
5
48
26305 2SSCS13
2m
VCP
21
24
0
1
1
1
1
0
a
14
4y610piN LL1W ' pD
315057 ',g14y SMB
'8007ryS
RC
0
341
11
23V•:m 7',:F7,P°.,44;'q
2c mtl
VCP
40
262'
6
2',14'iti42 214-33x7
'W,13
faCR
M
V113
2
'1'25. „a}14tr 'T95.,SSVF
10750
V'CP,
e
90,7
0
8�kE434i5 ';flr"CwS'lIXtl
20:Is4
VCP
#
37.ya
5
N
W+ E
S
CENTRAL RD
K
CAMP MCDONALD RD
W
GOLF RD (RT 58)
0
LL
J
O
SEWER MAINS TO BE LINED
FLOODPLAIN
rn
TIM
LU
to
..............................
MAP INFO AS OF FEBRUARY 2017
OAKTON ST (RT 83) Printed by JJPIPW
F:1ProjectslCASEY12017%2017COMBINED_SEW ER_TOBELIN ED_WITHFLOOD.mxd
City of Rolling Meadows
2017 Sewer Lining Exhibits
39
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¢nwd;.uucwen-5vwdx,a R,ry w+uuriw,nx+M �Yxlw.w alxrw xo mlu.R° I B'�WW.'�V�@1f�'dl"beltl�Jfl°M"�YIINJSn... I""�
2017 CIP Sanitary Projects
Sanitary Lining 00�
3
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Storm Sewer Lining
Roads
Rolling Meadows Boundary
G+M °Ne rM,b�yRM�
'+NW,ryl�
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aa b
w w WI NR *!r Cdp
'W° r11 °" N'.
0 0.25 0.5 1 !
Miles
Legend
• Sanitary Manhole
• Sanitary Manholes selection
Dnp. Proposed CIPP (3,891 ft)
—0— Sanitary Main
Building
Road
Parcel Boundary
i
j
N
1 inch = 385 feet
con.
Sani�CIPP B, 5X11
JVD, 112]201]
Appendix C
DOCUMENTS TO RETURN WITH BID SUBMISSION
o Signed and completed Schedule of Prices - page 3
o Completed Contractor References form
o Disqualification of Certain Bidders page
o Completed and notarized Anti -collusion Affidavit and Contractor's Certification form
o Completed and notarized Conflict of Interest form
o Completed and notarized Tax Compliance Affidavit form
o Completed Sub —contractor form
41
DISQUALIFICATION OF CERTAIN BIDDERS
PERSONS AND ENTITIES SUBJECT TO DISQUALIFICATION
No person or business entity shall be awarded a contract or subcontract, for a stated period of time, from the date of
conviction or entry of a plea or admission of guilt, if the person or business entity,
1. has been convicted of an act committed, within the State of Illinois or any state within the United States, of
bribery or attempting to bribe an officer or employee in the State of Illinois, or any State in the United
States in that officer's or employee's official capacity;
2. has been convicted of an act committed, within the State of Illinois or any state within the United States, of
bid rigging or attempting to rig bids as defined in the Sherman Anti -Trust Act and Clayton Act 15 U.S.C.;
3. has been convicted of bid rigging or attempting to rig bids under the laws of the State of Illinois, or any
state in the United States;
4. has been convicted of bid rotating or attempting to rotate bids under the laws of the State of Illinois, or any
state in the United States;
5. has been convicted of an act committed, within the State of Illinois or any state in the United States, of
price-fixing or attempting to fix prices as defined by the Sherman Anti -Trust Act and Clayton Act 15
U.S.C. Sec. 1 et seq.;
6. has been convicted of price-fixing or attempting to fix prices under the laws of the State of Illinois, or any
state in the United States;
7. has been convicted of defrauding or attempting to defraud any unit of state or local government or school
district within the State of Illinois or in any state in the United States;
8. has made an admission of guilt of such conduct as set forth in subsection (A) through (F) above which
admission is a matter of record, whether or not such person or business entity was subject to prosecution for
the offense or offenses admitted to;
9. has entered a plea of nolo contendere to charges of bribery, price fixing, bid rigging, bid rotating, or fraud;
as set forth in subparagraphs (A) through (F) above.
Business entity, as used herein, means a corporation, partnership, limited liability company trust, association,
unincorporated business or individually owned business.
(,Please sign Schedule of Prices indicating com l an c
43
CONFLICT OF INTEREST
hereby certifies that
it has conducted an investigation into whether an actual or potential conflict of interest exists between the
bidder, its owners and employees and any official or employee of a Municipality identified herein.
Bidder further certifies that it has disclosed any such actual or potential conflict of interest and acknowledges
if bidder has not disclosed any actual or potential conflict of interest, The Village of Buffalo Grove may
disqualify the bid or the affected the Municipality may void any award and acceptance that the Municipality
has made.
(Name of Bidder if the Bidder is an Individual)
(Name of Partner if the Bidder is a Partnership)
(Name of Officer if the Bidder is a Corporation)
The above statements must be subscribed a sworn to before a notary public.
Subscribed and Sworn to this day of , 2017
Notary Public
Failure to complete and return this form may be considered sufficient reason for rejection of the bid.
45
SUB-CONTRALTO_._ ..... ._............._.............._............._uuµ................._...__
R INFORMATION
(ATTACH ADDITIONAL PACES AS, NEEDED)
Name: # Years in Business:
Address:
Services provided by Sub -Contractor:
Name: # Years in Business:
Address:
Services provided by Sub -Contractor:
Name: # Years in Business:
Address:
Services provided by Sub -Contractor:
47
# Years used by Contractor:
# Years used by Contractor:
# Years used by Contractor:
[punt Prospect
Mount Prospect Public Works Department
INTEROFFICE MEMORANDUM
TO: ACTING VILLAGE MANAGER DAVID STRAHL
FROM: DIRECTOR OF PUBLIC WORKS
DATE: AUGUST 6, 2015
SUBJ: 2015 COMBINED SEWER SYSTEM EVALUATION STUDY
BACKGROUND
In 2004, the village conducted a combined sewer system evaluation study (CSSES). This study
was performed by consulting engineer, Baxter & Woodman of Crystal Lake, Illinois. It identified
almost $15 million worth of combined sewer repair work including manhole rehabilitation, pipe
replacements and pipe lining. 260,000 feet of combined sewer pipe was assessed during this
project. Repair work was further prioritized and categorized as follows:
• Approximately 8% of the pipes were in severe structural condition (Grade 5). The report
recommended that repairs be completed within one (1) to two (2) years. The estimated
cost to repair sewers in this classification was $2,481,600.
• 10% were in poor structural condition (Grade 4). Completed repairs were recommended
within the next three (3) to four (4) years. The estimated repair cost for sewers in this
classification was $2,548,000.
• 20% had moderate structural defects (Grade 3) requiring rehabilitation within the next
five (5) to ten (10) years. The estimated repair cost for sewers in this classification was
$5,240,000.
• 34% had minor structural defects (Grade 2) that did not require repairs. However, the
report recommended these pipes should be periodically re-examined to assure that
noted defects do not worsen. The estimated cost to repair these defects was
$4,158,000.
• 24% were in very good condition (Grade 1). No discernable defects were observed. No
repairs were recommended.
To date, the bulk of the major defects (all of Grades 5 and 4, with a portion of Grade 3) have
been corrected. The remaining pipe was identified in 2004 as being of low to moderate risk
(Grades 1 to 3).
Page 3 of 3
2015 Combined Sewer System Evaluation Study
August 7, 2015
Additionally, 11 % were Grade 2 and 35% were Grade 1 or Grade 0. Grade 2 sewers do not
require work at this time but continued monitoring is recommended. Grade 1 and 0 pipes are in
good or very good condition and do not require any repairs.
None of the previously lined sewers inspected (18,000 feet) displayed any defects and all were
in good condition.
The continued degradation of sewers is anticipated. Generally, sewers pipes have a 50 -year
design life. Most of the Village's combined sewer system was installed between the 1920s and
1950s. As such, all of the these pipes are over 50 years old and some are approaching 90
years of service.
RECOMMENDATION
Staff recommends continued accelerated rehabilitation of sewer pipes in the combined sewer
area at a pace of $800,000 - $1,000,000 per year.
However, a key component to funding this level of sewer rehabilitation is the Sewer
Infrastructure Fee ($5/month per sewer service line). As noted previously, this fee generates
approximately $800,000 in revenue and is slated to sunset in 2016. Continued accelerated
combined sewer rehabilitation without this funding source does not seem feasible given other
capital and operating demands on the existing water/sewer user rate structure.
Staff seeks direction from the Village Board regarding the disposition of the Sewer Infrastructure
Fee.
Please present this matter for the Village Board's consideration at the August 11, 2015
Committee of the Whole meeting. Appropriate staff, along with a representative from Baxter &
Woodman will be available to present the report and facilitate discussion.
Sean P. Dorsey
M Deputy Director of Public Works Jason Leib
Water/Sewer Superintendent Matt Overeem
Administrative Superintendent Kristina Jakupovic
C:\Users\9dorseyMesktop\2015 CSSES FINAL REPORT TRANSMITTAL.doex
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
TABLE OF CONTENTS
Section Page No.
EXECUTIVE SUMMARY ............ . ...................................... ......... 7
1. INTRODUCTION—. ...... - ....... -- ........... .............8
1.1 General .......................... ........ ............,..8
PREVIOUS EVALUATION (2002)................................................................................................................9
2.1 Background.,., ................................................ .... .,, ,, ..9
2.2 Methodology.......................................................................................................................................9
2.2.1
Asset Survey. . ...,...., .
...9
2.2.2
Asset Attribute Information.......................................................................................10
2.2.3
Closed Circuit Television (CCTV) Inspection--, ........
10
2.2.4
Hansen Asset Management Software . .... ............................................,...,.............. .11
2.2.5
Condition Grades............................................................................................................11
2.2.6
Rehabilitation Methods ....... ..... ............12
2.2.7
Previous Recommendations......................................................................................12
2.2.8
Previous Project Funding.... ...... ......... ......... ............13
2.2.9
Rehabilitation Work Completed to Date...............................................................13
2015 EVALUATION.......................................................................................................................................15
3.1 General--.. ... . .- ..,...... .......... ..... 15
3.2 Hansen Rating System.................................................................................................................15
3.3 Recommended Repairs................................................................................................................16
4. REHABILITATION SCHEDULE.........,......., ... ........ ,......... ....... . ................ ...,.,...17
5. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS..........................................................18
Village of Mount Prospect, Illinois
OMAN
2015 Combined Sewer Televising Condition Assessment • 140164.61 6AXTER�S N
LIST OF APPENDICES
Structural Codes
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
LIST OF EXHIBITS
Exhibit
A 2015 Study Area
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment • 140164.61 6AXTEKFi' WOODNAN
l
r,
DEFINITIONS
Infiltration
Water other than wastewater that enters a sewage collection system (including sewer service
connections) from the ground through such sources as defective pipes, pipe joints, connections, or
manholes. Infiltration does not include, and is distinguished from, inflow.
Inflow
Water other than wastewater that enters a sewage collection system (including sewer service
connections) from sources such as roof leaders, cellar drains, yard drains, areadrains, foundation
drains, drains from springs and swampy areas, manhole covers, cross connections between storm
sewers and sanitary sewers, catch basins, cooling towers, storm water, surface runoff, street wash
waters, or drainage. Inflow does not include, and is distinguished from, infiltration.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment 0 140164.61 BUT Elp ,,�!l,("OODMAD
1.1 General
The Village of Mount Prospect Illinois is located approximately 22 miles northwest of downtown
Chicago in Cook County. The Village encompasses an area of approximately 10.37 square miles. The
2010 Census reported the Village's population as 54,167.
Like many older Illinois communities, portions of the Village's sanitary sewer system include
combined sewers (sewers designed and constructed to collect and convey both sanitary sewage and
stormwater runoff). The combined sewer system was constructed between the 1920s and 1950s
and consists of approximately 260,000 feetofcombined sewers ranging in size from 8 -inch diameter
sewers that serve residential streets to 72 -inch diameter interceptors that convey flow to the
Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) interceptor sewers. The
system is located in the central portion of the Village bound approximately by Kensington Road to
the north, Mount Prospect Road to the east, Golf Road to the south and Busse Road to the west New
construction of this type of sewer is no longer permitted and separate sanitary and storm sewers
are currently required. The pipe material consists primarily of vitrified clay pipe (VCP) and
reinforced concrete pipe (RCP). There is also a small quantity of ductile iron and polyvinyl chloride
(PVC) truss pipe.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment • 140164.61 6AXTE'wOODMAq
��a
/ lf! /%/:� / ./. 11 i'i // / !p l �J///� I' Ir' I// /i/ / //,//il D/. /., ) ,�• � I� l//f l'////'/r /';'..:
"5" on section "8S" of the Village's utility atlas. Inlets and catch basins are numbered sequentially
(starting at one) and are referenced to the manhole (MH) to which they are tributary. For example,
"8S-CS5-IN 1812" is the name for combined sewer inlet "1812" (which is tributary to "MH 8S-CS5").
Where available, manhole IDs from Mount Prospect's existing combined sewer atlas were used.
Where no existing manhole ID was available, one was assigned by the survey crew.
2.2.2 Asset Attribute Information
Asset attribute information was collected for each structure surveyed, Attributes recorded include
structure type, materials of construction, inlet and outlet pipe information (locations, material and
diameter), direction of flow, and rim to invert depth information. Asset attribute information was
collected for inventory purposes and was added to the GIS database.
2.2.3 Closed Circuit Television (CCTV) Inspection
CCTV inspection is utilized to assess the condition of the sewer lines. A specially designed camera
is inserted into the sewer and used to visually inspect the interior of the sewer. The camera is either
pulled through by a winch at the downstream manhole, or it is mounted to a self-propelled, remote
controlled "crawler".
In order to effectively determine the structural condition of the pipe with CCTV inspection, the
majority or the interior of the pipe needs to be visible during inspection. Where required, debris
and roots are removed prior to televising using a high powered water jet (jetting). Also, in sewers
where the water level is high enough to submerge the camera, the water level is lowered by using
the jetter ahead of the camera (effectively "pushing" the water out of the way).
The CCTV camera is equipped with lights and is capable of rotating 360 degrees to observe the entire
interior of the sewer. As the camera is guided through the pipe, the operator notes the location of
any structural defects that are observed as well as the locations of service laterals, root intrusions,
pipe size or material changes, and buried manholes. These items are cataloged for later use when
assessing the structural condition of the sewer. The CCTV inspection is recorded in both VHS and
DVD formats. Written inspection logs documenting the inspection and operator observations
accompany the CCTV inspection videos.
An office review was conducted for each CCTV inspection and inspection log. The location (in terms
of number of feet from the upstream manhole) and severity of each structural defect was identified
and a defect code was assigned. The televising revealed a wide range of construction materials. The
majority (96%) of the combined sewers is constructed of either VCP or RCP. The remainder of the
sewers (4%) is constructed of either ductile iron or PVC pipe. All of these are common construction
materials for both sanitary and combined sewers, although some materials (such as VCP) have been
used less frequently in recent years. Each material has advantages and disadvantages to its use. One
of the main disadvantages of VCP pipe is that it is very brittle. Incorrect installation and trench
settlement often result in cracked or shattered pipe. One of the main disadvantages of RCP pipe is
that it is susceptible to hydrogen sulfide deterioration, which reduces the wall thickness (and,
therefore, strength) of the pipe.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEK,,00DMAN
recommended for repair within five to ten years. Grade 2 sewers had minor defects that did not
require rehabilitation at that time, but were recommended to be re -inspected from time to time to
verify that the defects had not worsened.
2.2.6 Rehabilitation Methods
There are several techniques for sewer rehabilitation. Each sewer segment must be reviewed
individually to determine which rehabilitation technique(s) is most appropriate given the structural
and maintenance condition of the pipe. In short, "one size does not fit all". The following
rehabilitation techniques were considered for this project
Cured -In -Place Pipe (CIPP)
CIPP involves inserting a resin -impregnated flexible liner into an existing deteriorated sewer from
one manhole to another. The liner is then expanded to the shape of the sewer using water or air.
The medium used to expand the liner is heated to a designated curing temperature which hardens
the resin to form a rigid structural repair. After curing, service laterals are reinstated from the inside
of the sewer with remotely controlled cutters. The finished product is at least as strong as the
original pipe and is expected to have a minimum 50 -year design life. The rigid liner does not contain
any joints within the repair, which eliminates the possibility of future leaks due to joint separation
or root intrusion. Other advantages of this repair method are that it is usually significantly less
expensive than open cut replacement, causes minimal disruption; and can be completed in a short
amount of time.
CIPP installation is conducted in situ and generally requires no excavation. CIPP can typically be
installed through minor to moderately deformed pipe without additional work, although severely
deformed pipe must first be excavated and replaced prior to CIPP installation.
Because CIPP is inserted into an existing sewer, the inside diameter of the host sewer will be
decreased by the thickness of the liner. However, this decrease in flow capacity is minimal and is
offset by the improved structural condition of the pipe. Also, lining with CIPP can increase a pipe's
smoothness and reduce root intrusion, resulting in improved flow characteristics and increased
capacity.
Sewer Replacement
Where a CIPP repair is not possible due to a partially or fully collapsed pipe, excavation and
replacement (E&R) is necessary. This method is generally the most expensive and most disruptive
technique. In most cases, an E&R repair is only necessary on a portion of sewer segment After the
repair is complete, a full manhole -to -manhole liner is typically installed to complete the
rehabilitation of the sewer section. All sewers requiring an E&R repair are grouped into Grade S.
2.2.7 Previous Recommendations
Of the approximately 260,000 feet of combined sewers inspected in the previous study, 8% were in
severe structural condition (Grade 5) requiring rehabilitation within 1 to 2 years, 11% were in very
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment • 140164.61 BAIITER61!00DMAMI
h
2006
2007
2008
2009
2010
2011
2012
2013
Total
TABLE 4
6: ^ MM
d -In -Place
$1,000,378
$ 865,965
$ 904,183
$ 812,175
$ 836,543
$ 504,157
$ 585,820
$ 404,863
$5,914,084
E&R T
$ 123,814
$ 206,132
$ 185,484
$ 90,574
$ 160,247
$ 246,825
$ 263,494
$ 241„195
$1.,517„765
$1,124,192
$1,072,097
$1,089,667
$ 902,749
$ 996,790
$ 750,982
$ 849,314
$ 64,058
$7,431„849
It should be noted that approximately 20% of the total rehabiliation dollars spent was for the critical
Grade 5 E&R repairs. The significance of this value will be discussed later in this report.
Table 5 lists the percentages of sewers rehabilitated by Grade.
TABLES
2002 Sewer Rehabilitation CMIA919d
Sewer Grade
Rehabilitation
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment • 140164.61 6AXTER(5' DMAM
rehabilitating a sewer segment with a single severe defect (Grade 5) rather than a sewer segment
with numerous minor defects (Grade 3).
3.3 Recommended Repairs
Appendix 2 contains the prioritization table for the recommended rehabilitation work first sorted
from Grade 5 to Grade 1, then by the overall structural rating. Appendix 3 is sorted by the upstream
manhole ID number to assist in finding a specific pipe segment. As with the previous study,
rehabilitation for Grade 5 sewers are recommended for repair within one to two years. Grade 4
sewers are recommended for repair within three to four years. Grade 3 sewers were recommended
for repair within five to ten years. Table 6 shows the total project costs broken down by overall
condition grade.
TABLE 6
1.5 rvaluatigij Projecl Cogs - Ealgggljes3,4 and 5
Item
Construction Cost
Grade 5
Grade 4
Grade 3
Subtotal
Contingency (10%)
Design and Construction Enilineerhil
Total Proioct Cost
Cost
$ 2,780,000
$ 3,800,000
$ 6,300,,000
$12,880,000
$ 1,290,000
$ 1,290,,000
$15„46 OOO
It should be noted that of the estimated total rehabilitation costs for the Grades 3, 4 and 5 repairs,
only $35,000 (0.3%) of it is for critical repairs requiring excavation and replacement This is
compared to approximately $1.52 million (20%) spent on E&R repairs from the 2002 evaluation.
Review of the 18,000 feet of lined sewers showed that all of the previous CIPP repairs televised
remain intact and in good condition. This is to be expected since CIPP repairs are designed for a
minimum 50 -year service life.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment . 140164.61 BAXTEI ,�WOODNAN
5. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS
This section of the report discusses the Findings of the 2002 and 2015 evaluations to better
understand the rate at which the combined sewers are deteriorating. Figure 1 illustrates the
percentage of sewers from the 2002 evaluation grouped by defect grade.
FIGURE 1
As the figure shows, approximately 40% of the sewers inspected fell into the Grades 3, 4 and 5
categories. These sewers ranged in age from approximately 50 to 80 years old. Recall that all of the
Grade 4 and 5 repairs were completed as well as approximately 31% of the Grade 3 sewers.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment . 140164.61 6AXTEI� M 0ODMAN
Figure 3 shows the percentages of previous Grade 1 sewers that are now Grades 1, 2, 3, 4 or 5,.
FIGURE 3
ZQQZ PiVe Segment Go& 1
45%
V-4 41%
40%
N I€
0 35% 33%
N
30%
a 25%
20%BpLn%
15%14%
10%
�
6% ���� 6 /o
o°l5%
0%
Grade 1: Grade 2: Grade 3: Grade 4: Grade 5:
2015 Pipe Segment Grade Rating
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEII��,,,% 0DMAN
5/1/2017 BoardDocs® Pro
Anenda Item Details
Meeting
Apr 05, 2017 - REGULAR MEETING OF THE VILLAGE BOARD - 7:00 p.m.
Category
8. VILLAGE MANAGER'S REPORT
Subject
8.2 Motion to accept bid results for Melas Park Electrical Upgrades in an amount not to exceed
$67,573.
Access
Public
Type
Action
Preferred Date
Apr 05, 2017
Absolute Date
Apr 05, 2017
Fiscal Impact
Yes
Dollar Amount
67,573.00
Budgeted
Yes
Budget Source
Capital Improvement Fund
Recommended
Accept the bid results for Melas Park Electrical Upgrades and award a contract to Utility Dynamics
Action
of Oswego, Illinois in an amount not to exceed $67,573.00. Sufficient funds exist in the current
2017 budget for this project.
Public Content
Information
Melas Park is a regional recreational facility located at 1500 West Central Road. The property on which the park is sited is
owned by the Metropolitan Water Reclamation District of Greater Chicago and leased to the Village of Mount Prospect.
The Village, in turn has sub -leased the park to the Arlington Heights Park District and the Mount Prospect Park District for
the purpose of developing athletic and recreational facilities.
The Arlington Heights Park District has jurisdiction over the west half of the park (west of Melas Drive) and the Mount
Prospect Park District has jurisdiction over the east half (east of Melas Drive).
As part of the park's development, the Village constructed the roadway (Melas Drive), parking lots, lighting systems, and
installed electrical cabinets to support festivals and civic events. The Village retains responsibility for the operation and
maintenance of these facilities.
The electrical cabinets are situated on the east side of Melas Park on the elevated recreation area near the main park
entrance. The attached maps denote the cabinet locations.
The cabinets were installed during initial development of the park in the early 1980s. Both cabinets supply 400 amps of
electrical power. The cabinets are used intermittently throughout the year but are primarily utilized as a power source for
the annual 4th of July festival. The western cabinet also powers a portion of the Melas Drive lighting system.
During inspection last year, staff observed evidence of water damage and arc flash burns inside the cabinets. The
attached photographs depict the found condition.
Subsequent examination of the cabinets by an electrical engineer from Farnsworth Engineering of Bloomington, Illinois
revealed that the internal wiring, circuits, and cabinets are severely corroded rendering them unsafe to use. Farnsworth
recommended complete replacement of both cabinets and associated wiring.
A detailed set of bid documents were prepared to facilitate the procurement and installation of replacement cabinets. A
copy of the bid documents is attached.
https://www.boarddocs.comAl/vomp/Board.nsf/Private?open&login# 1/3
5/1/2017
Motion & Votin
BoardDocs@ Pro
Accept the bid results for Melas Park Electrical Upgrades and award a contract to Utility Dynamics of Oswego, Illinois in an
amount not to exceed $67,573.00. Sufficient funds exist in the current 2017 budget for this project.
Motion by Paul Hoefert, second by Steve Polit.
Final Resolution: Motion Carries
Yea: Paul Hoefert, Steve Polit, Colleen Saccotelli, Michael Zadel
Not Present at Vote: John Matuszak, Richard Rogers
https://www.boarddocs.comAl/vompBoard.nsf/Private?open&login# 313
Bid Request
For
MELAS PARK ELECTRICAL UPGRADES
BID OPENING: MARCH 27, 2017 — 1:00 P.M. Local Time
Mount Prospect Public Works Department
1700 W. Central Road, Mount Prospect, Illinois 60056-2229
26 20 00 Electric Service Installation
26 27 30 Electrical Connections
DIVISION 32 — EXTERIOR IMPROVEMENTS
SEC. TITLE
32 92 00 Topsoil, Seeding/Sodding & Incidental Restoration
Village of Mount Prospect
Uncontaminated Soil Certification by Licensed Professional Engineer or
Licensed Professional Geologist for Use of Uncontaminated Soil as Fill
in a CCDD or Uncontaminated Soil Fill Operation (LPC -663)
Village of Mount Prospect
Melas Park Electrical Upgrades
262000:1-3
26 27 30:1 — 7
PAGES
32 92 00:1— 4
TOC -2
INSTRUCTIONS TO BIDDERS
SECTION 00 21 13
1) Bid. Bid forms are furnished by the Village. All bids must be submitted on the forms
provided, complete and intact, properly signed in ink in the proper spaces, and
submitted in a sealed envelope. All bids shall be delivered to the office of the Village
Manager, Village Hall, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois
60056, not later than 1:00 p.m. on March 27, 2017. Envelopes shall be plainly
marked, Welas Park Electrical Upgrades" and with the following information:
company's name, address, date and time of opening. Bids must be signed by an
authorized official of the organization submitting the bid with the name of the official
and his/her title typed below the signature.
2) Bid deposit; Surety. A bid deposit in the amount of ten percent (10%) of the total bid
amount, payable to the Village, is required, unless otherwise stated in the bid
package. The deposit must be in the form of a bid bond, certified check, or a bank
cashier's check. All bid performance deposit checks will be retained by the Village
until the bid award is made, at which time the checks will be promptly returned to the
unsuccessful bidders. The bid performance deposit check of the successful bidder
will be retained until surety bonding requirements have been satisfied and proof of
insurance coverage is provided.
3) Alternate Multiple Bids/S ecifications. The Specifications describe the services that
the Village feels is necessary to meet the performance requirements of the Village.
It is not the desire or the intent to eliminate or exclude any bidder from bidding
because of minor deviations, alternates or changes.
Bidders desiring to bid on services which deviate from these Specifications, but
which they believe are equivalent, are requested to submit alternate bids. However,
alternate bids must be clearly indicated as such, and deviations from the applicable
Specifications should be plainly noted. The bid must be accompanied by complete
Specifications for the services offered. Bidders wishing to submit a secondary bid
must submit it as an alternate bid. There is to be only one bid per envelope.
The Village shall be the sole and final judge unequivocally as to whether any
substitute is of equivalent or better quality. This decision is final and will not be
subject to recourse by any person, firm or corporation.
If the bidder wishes to qualify its bid or make special stipulations thereto, such
qualifications or stipulations shall be stated on standard letterhead size sheets of
paper, all attached to the bid form.
4) Erasures. All erasures or revisions of the bid must be initialed by the person signing
the bid.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 21 13-1
work on the project may be made. Bidders agree to cooperate with the appropriate
Village personnel to supply all information necessary to complete these
investigations. The Village in its complete discretion may disqualify any Bidder,
including a low Bidder, and may void any contract previously entered into based
upon its background investigation.
12)Consideration of Bid And Contract. No bid will be accepted from or contract awarded
to any person, firm or corporation that is in arrears or is in default to the Village upon
any debt or contract, or that is a defaulter, as surety or otherwise, upon any
obligation to the Village or had failed to perform faithfully any previous contract with
the Village within two (2) years prior to the date of the invitation to bid.
13) Conditions. Bidders are responsible to become familiar with all conditions,
instructions and Specifications governing this bid. The bidder is responsible to visit
a site if necessary and its bid is based upon the knowledge of all information readily
available at the site of such a visit. Once the bids have been opened, the failure to
have read and understood all conditions, Specifications and instructions shall not be
cause to alter the original bid or to request additional compensation. No extra
compensation will be allowed the successful bidder for failure to inform or familiarize
itself prior to bidding.
14) Interpretation of Bid Documents. Any bidder in doubt as to the true meaning of any
part of the Specifications or other bid documents may submit a written request for
interpretation to the Village, as provided in the Specifications. Bidders will
acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral
explanations are not binding.
15) Prices. Unit prices shall be shown for each unit on which there is a bid, and shall
include all packing, crating, freight, and shipping charges, and cost of unloading at
the destination unless otherwise stated in the bid.
Unit prices shall not include any local, state or federal taxes. The Village is exempt,
by law, from paying state and village retailer's occupation tax, service occupation
tax, and federal excise tax. The Village will supply the successful bidder with its tax
exemption number.
Cash discounts will not be considered in determining overall price, but may be used
in an overall evaluation.
16)Qual fications of Contractors. Factors: It is the intention of the Village to award the
Contract only to a bidder who furnishes satisfactory evidence that it has the requisite
experience, ability, capital facilities, plant organization and staffing to enable it to
perform the work successfully and promptly, and to complete the work within the
time set forth in the Bid Documents. The Village shall consider the following factors:
a. The lowest responsible bid.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 21 13-3
accept the bid. The Village shall be the sole judge of compliance with the
Specifications.
18) Other Requirements.
a. New Equipment. The bidder certifies that any equipment to be furnished shall be
new, current model, standard production and fully operable, unless otherwise
indicated on the bid form.
b. Material, Equipment and Service Standards. Unless otherwise directed by the
Specifications, all materials, equipment and services provided will meet
standards or requirements which would normally be anticipated in common
practice. The bidder guarantees that all applicable federal, state and local laws,
including OSHA, are being complied with in connection with the bid and any
resultant contract or purchase by the Village.
c. Data; Proprietary. Complete and detailed brochures and specifications for
vehicles equipment, materials, goods, supplies and/or services to be furnished
must be included with each bid. Any reservations on the use of data contained in
a bid must be clearly stated in the proposal itself. Unless stated otherwise,
information submitted in response to the bid is not proprietary or confidential.
d. Patented Devices, Materials, And Processes,. Contract prices are to include all
royalties and costs arising in the Work. It is the intent that whenever the Bidder is
required or desires to use any design, device, material, or process covered by
patent or copyright, the right of such use shall be provided for by suitable legal
agreement with the patent owner.
19)Requirernent of Bidder. The successful bidder shall, within ten (10) days after
notification of the award of the contract: a) enter into a contract in writing with the
Village covering all matters and things related to its bid; and b) furnish the required
certificate of insurance and bonds.
20) Bid Certification Form. All bid submittals must include a signed Bid Certification
Form (copy attached) certifying non -collusion in the bid, and that the bidder is in
compliance with Sections 33E-3 and 33E-4 of the Illinois Criminal Code regarding
bid rotating and bid -rigging, 720 ILCS 5/33E-3, 33E-4, compliance with the Illinois
Drug Free Workplace Act, 30 ILCS 580/1, et seq., and Substance Abuse Prevention
in Public Works Projects Act, 820 ILCS 265/1 et seq., that it is not delinquent in the
payment of taxes (65 ILCS 5/11-42.1) and that it has a written sexual harassment
policy in place in full compliance with Section 2-105 of the Human Rights Act, 775
ILCS 5/2-105, as amended,
Sections 33E-3 and 33E-4 states that it is unlawful to participate in bid -rigging and/or
bid rotating. Therefore, all bidders must certify, under oath, that they are not barred
from bidding on the contract as a result of a violation of Sections 33E-3 and/or 33E -
Village of Mount Prospect
Melas Park Electrical Upgrades 00 21 13-5
BID FORM
SECTION 00 4143
Village of Mount Prospect - Department of Public Works
FROM:
(hereinafter called "Bidder")
TO: Office of the Village Manager, 3rd Floor
50 South Emerson Street
Mount Prospect, Illinois 60056
(hereinafter called "Village" or "Village of Mount Prospect")
Bid For: "Melas Park Electrical Upgrades"
The bidders have familiarized themselves with the work and probable work conditions
under this Bid affecting the cost of the work and with the following Bid Documents:
Table of Contents
Advertisement for Bids
Instructions to Bidders
Bid Form
Schedule of Prices
Bid Security
Affidavit — Bid Certification Form
Contract Agreement
Notice of Award / Notice to Proceed
Performance Bond Form
Labor and Materials Payment Bond
Owner's Standard General Conditions
Standard General Conditions of the Construction Contract
Supplementary Conditions
Wage Requirements
Drawings
Project Specifications (Divisions 1, 2, 26, 32)
Village of Mount Prospect
Melas Park Electrical Upgrades 004143-1
.. .................. ...
Addendum
Addendum
.............................................
Acknowledgement by Bidder or
.—_u
Date
No.
Date
Authorized Representative
Acknowledged
Failure to acknowledge receipt, as provided above, may be considered sufficient
grounds for disqualification of the bidder and rejection of his/her bid submittal. A record
of all Addenda and copies of same will be available to all qualified bidders from the
Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount
Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to
become fully advised of all Addenda prior to submitting its bid.
Upon award the contract the Village will send Notice of Award to the successful bidder,
the bidder must then execute the contract and provide the required bonds or letter of
credit and certificate of insurance to the Village within ten (10) days. The Village will
then issue a written Notice to Proceed, which starts the performance period and the
contractor then has ten (10) days to commence work. The contractor shall reach
substantial comj2letion b June 23, 2017, with final cmmnip+inn by Jilly 31. 2017
Failure to complete the work in the designated time frame may result in the Director of
Public Works withholding compensation due the contractor for failure to complete the
said work in the designated time frame, calling the bonds, or taking such other action as
may be available.
Security in the sum of ten (10%) percent of the amount bid in form of (check one):
Bid Bond Certified Check Bank Cashier's Check
is attached hereto in accordance with the "Instructions for Bidders".
This Bid Submittal contains the following:
1) Bid Form (Section 00 41 43)
2) Schedule of Prices (00 42 43)
3) Bid Security (Section 00 43 13)
4) Affidavit — Bid Certification Form (Section 00 45 00)
Village of Mount Prospect
Melas Park Electrical Upgrades 004143-3
SCHEDULE OF PRICES
SECTION 00 42 43
The undersigned, having carefully examined all of the Contract Documents for Melas
Park Electrical Upgrades as well as the site of the Work and all conditions affecting
the Work, including adjacent surroundings, shall furnish all services, labor, equipment
and materials necessary to complete the Work for prices set forth in the following
Schedule of Prices:
ITEM
PAY ITEM DESCRIPTION
UNIT
QUANTITY
UNIT COST
ITEM COST
VIDEO DOCUMENTATION OF
013300
L SUM
1
EXISTING CONDITIONS
EROSION AND SEDIMENT
016000
L SUM
1
CONTROL
MOBILIZATION AND
017113
L SUM
1
DEMOBILIZATION
024100
DEMOLITION
L SUM
1
260516
ELECTRIC WIRES AND CABLES
L SUM
1
260526
GROUNDING
L SUM
1
260533
ELECTRICAL CONDUIT
L SUM
1
260927
CONTROL CABINETS
L SUM
1
260950
ROADWAY LIGHTING WORK
ALLOWANCE
1
$3,500
$3,500
ALLOWANCE
262000-1
ELECTRIC SERVICE INSTALLATION
L SUM
1
262000-2
ELECTRIC SERVICE UTILITY FEE
ALLOWANCE
1
$500
$500
Bid Total =
Village of Mount Prospect
Melas Park Electrical Upgrades 00 42 43-1
BID SECURITY
SECTION 00 43 13
Included with this bid is a bank cashier's check, certified check or bid bond in the
amount of , being ten percent (10%) of the total amount
bid by the Bidder, in favor of the Village of Mount
Prospect. It is hereby agreed that, should Bidder be awarded the Work contemplated
under this bid and fail or refuse to execute a contract for said Work, or to provide the
required payment and performance bonds, or letter of credit, and certificate of
insurance, then this security, in the amount stipulated above, shall be forfeited and may
be retained by the Village of Mount Prospect as liquidated damages and not as a
penalty. All bids to remain firm for a period of ninety (90) days after bid opening date.
SUBMITTED THIS DAY OF $ 2017.
CONTRACTOR AS PRINCIPAL SURETY
Signature Signature
Name and Title Name and Title
SEAL
SEAL
Note: If bidder is a partnership, the bid must be signed by at least two of the partners.
Note: If bidder is a corporation, the bid must be signed by an authorized officer of the
corporation, attested and sealed by the secretary or other authorized officer.
If a corporation, note here the state of incorporation:
Incorporated under the laws of the State of
-- END OF SECTION --
Village of Mount Prospect
Melas Park Electrical Upgrades 00 43 13-1
United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code,
720 ILCS 5/33E-3, 33E-4.
Section III Drug Free Workplace
The undersigned further states that
(Name of Company)
provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS
580/1, et seq., and has, to the extent not covered by a collective bargaining that deals
with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820
ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds
these requirements of that Act.
Section IV Tax Payment
The undersigned further states that
(Name of Company)
is
not delinquent in payment of any taxes to the Illinois Department of Revenue, in
accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned
understands that making a false statement regarding delinquency in taxes is a Class A
Misdemeanor and, in addition voids the contract and allows the municipality to recover
all amounts paid to the individual or entity under the contract in civil action.
Section V Sexual Harassment Polic
Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a
public contract must:
"Have written sexual harassment policies that shall include, at a mini -mum, the following information: (1)
the illegality of sexual harassment; (II) the definition of sexual harassment under State law; (III) a
description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process
including penalties; (V) the legal recourse, investigative and complaint process available through the
Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how
Village of Mount Prospect
Melas Park Electrical Upgrades 00 45 00-2
NOTICE OF AWARD
SECTION 00 51 00
TO:
PROJECT Description:
The OWNER has considered the BIDS received on , 20 , for the
above described WORK in response to its Advertisement for Bids dated
20 and Instructions to Bidders.
You are hereby notified that your BID has been accepted for items in the amount of
You are required by the INSTRUCTIONS TO BIDDERS to execute the CONTRACT
AGREEMENT and furnish the required PERFORMANCE BOND, LABOR AND
PAYMENT BOND and CERTIFICATE OF INSURANCE within fifteen (15) calendar
days from the date of this Notice to you.
If you fail to execute said CONTRACT AGREEMENT and to furnish said BONDS within
fifteen (15) calendar days from the date of this NOTICE, said OWNER will be entitled to
consider all your rights arising out of the OWNER'S acceptance of your BID as
abandoned and as a forfeiture of your BID SECURITY. The OWNER will be entitled to
such other rights as may be granted by law.
You are required to return an acknowledge copy of this NOTICE OF AWARD to the
OWNER.
Dated this day of 120
TITLE:
Village of Mount Prospect
Melas Park Electrical Upgrades
(Owner)
005100-1
CONTRACT AGREEMENT
SECTION 00 52 13
THIS Contract (hereinafter the "Contract") is entered into on this day of , 2017,
by and between the VILLAGE OF MOUNT PROSPECT, an Illinois municipal corporation
(hereinafter the "Village"), and , an
(hereinafter the 'Contractor") (Village and Contractor sometimes referred to individually as
"Party" and collectively as "Parties"),
WHEREAS, the Village has solicited competitive bids for its "Melas Park Electrical
Upgrades"; and
WHEREAS, the Contractor submitted a bid to perform the work associated with the
Melas Park Electrical Upgrades (hereinafter the "Bid"); and
WHEREAS, upon its review of the submitted bids, the Village has awarded the contract
to perform the work associated with the Melas Park Electrical Upgrades to the Contractor,
subject to the execution of this Contract;
NOW, THEREFORE, for and in consideration of their mutual promises, covenants,
undertakings and agreements, the parties agree as follows:
ARTICLE I — CONTRACT DOCUMENTS
This Contract is subject to the terms and conditions set forth in the Contract Documents, which
are incorporated herein as if fully set forth, and include the following Bid Documents with
Bidder's/Contractor's Bid Submittals prioritized to be included in number 4*:
1. Table of Contents
2. Advertisement for Bids
3. Instructions to Bidders
4. Bid Submittals, including Bid Form, Schedule of Prices, Bid Security, Affidavit — Bid
Certification Form
(*Bidder's/Contractor's completed Bid Submittals)
5. Contract Agreement
6. Notice of Award / Notice to Proceed
7. Performance Bond Form
8. Labor and Materials Payment Bond
9. Owner's Standard General Conditions
10. Standard General Conditions of the Construction Contract
11. Supplementary Conditions
12. Wage Requirements
13. Drawings
14. Project Specifications (Divisions 1, 2, 26, 32)
Village of Mount Prospect
Melas Park Electrical Upgrades 00 52 13-1
TO CONTRACTOR- at the address set forth on the Bid Form, or:
Notices shall be deemed effective when received by personal service or registered or certified
U.S. mail, postage prepaid and receipt requested, to the address so specified. Either Party may,
by written notice to the other, change its own mailing address.
ARTICLE VI — PRIOR AGREEMENTS; SUCCESSORS
This Contract supersedes all previous agreements, understandings and representations of any
nature whatsoever, whether oral or written, and constitutes the entire understanding between
the Parties. The terms of this Contract shall be binding upon and inure to the benefit of the
parties and the partners and officials, successors in interest, executors, administrators, assigns
and representatives and their respective successors and assigns, provided, however, that the
Contractor shall not assign, sublet or transfer any rights or interest in this Agreement in whole or
in part without the prior written approval of the Village, except to the extent that the Contract
Documents provide otherwise.
ARTICLE VII - DEFAULT BY CONTRACTOR
If the Contractor fails to begin the Work under the Contract within the time specified, or fails to
perform the Work in accordance with the terms of the approved schedule or performs the Work
in a manner unacceptable to the Village, or neglects or refuses to remove materials or perform
anew such Work as has been rejected by the Village, or if the Contractor shall become insolvent
or be declared bankrupt, or shall make an assignment for the benefit of creditors, or from any
other cause whatsoever shall fail to carry on the Work in a manner required by the Contract, the
Village shall give notice as hereinafter provided to the Contractor and its surety in writing
specifying such failure, delay, neglect, refusal or default, and if the Contractor, within a period of
ten (10) calendar days after the giving of such notice, shall not proceed in accordance therewith,
then the Village shall have full power and authority to declare the this Contract and the
Contractor in default, and to forfeit the rights of the Contractor in this Contract.
Upon declaration of Contractor's default, the Village may, at its option, call upon the surety to
complete the Work in accordance with the terms of this Contract or may take over the Work,
including any materials on the Work site as may be suitable and acceptable to the Village and
may complete the Work by its own forces or on its own account, or may enter into a new
contract or contracts for the completion of the Work, or may use such other methods as shall be
required for the completion of the Work in an acceptable manner as the Village may in its
discretion determine.
All costs and charges incurred by the Village, together with the cost of completing the Work
shall be deducted from any moneys due or which may become due on this to the Contractor
under this Contract. Following any payment due and received by the Village from the
Contractor's surety following default, if the expense so incurred by the Village is less than the
sum paid to the Village by the surety under this Contract for work remaining, the surety shall be
entitled to receive the excess difference paid to the Village. When such Contractor default
costs incurred by the Village exceeds the sum paid to the Village for the work remaining under
Village of Mount Prospect
Melas Park Electrical Upgrades 00 52 13-3
location chosen by the Village. At the meetings, each Party may present materials and/or
arguments to the mediator. The mediator's decision shall not be binding upon either Party.
In the event that the foregoing steps fail to resolve the dispute, either Party may bring suit in the
Circuit Court of Cook County, Illinois.
ARTICLE XIV - ASSIGNMENT
No rights or interest in this Contract may be assigned by Contractor without prior written notice
being provided by Contractor to the Village and the Village's written approval. The Village shall
not unreasonably withhold its approval of such assignment. In the event of an assignment, the
Contractor shall not be relieved of its obligations under the Contract unless agreed to by the
Village, at its sole discretion.
ARTICLE XV - RECRUITING
The Parties shall not, without the consent of the other Party, entice, encourage, offer special
inducements, or otherwise recruit employees of the other Party during the period of this
Contract and for a period of one (1) year thereafter. This clause is not intended to restrict any
individual's right of employment but rather is intended to preserve the relationship intended
under this Contract and to prevent the Parties from actively recruiting the employees of the
other Party.
ARTICLE XVII - COUNTERPARTS
This Contract may be executed in counterparts, each of which shall be an original and all of
which together shall constitute one and the same agreement.
ARTICLE XVIII - ENFORCEABILITY
If any provision of this Contract is found to be invalid, illegal or unenforceable, that provision
shall be severable from the rest of this Contract and the validity, legality and enforceability of the
remaining provisions will in no way be affected or impaired.
ARTICLE XIX - EFFECTIVE DATE
The effective date of this Contract shall be the date of the last signature executing the Contract
(hereinafter referred to as the "Effective Date").
ARTICLE XX - ADVERTISEMENT
Contractor shall not use, in its advertising, marketing programs, or other promotional efforts, any
data, pictures, or other representation of the Village, except with the specific written
authorization in advance by the Village.
ARTICLE XXI - CAPTIONS; HEADINGS
The paragraph headings which appear herein are included solely for convenience and shall not
be used in the interpretation of this Contract.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 52 13-5
TO:
NOTICE TO PROCEED
SECTION 00 55 00
DATE;
PROJECT
You are hereby notified to commence WORK in accordance with the Agreement dated
,20 , on or before , 20 ,
and you are to bring to substantial completion the installation and place into operation
the equipment and improvements by June 23, 2017, and to fully complete the Work by
July 31, 2017. The completion date of all WORK is therefore
20
M
TITLE,
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE OF AWARD is hereby acknowledged by
this the day of 720
U'S
TITLE:
--END OF SECTION --
(Owner)
Village of Mount Prospect
Melas Park Electrical Upgrades 00 55 00-1
maximum of the principal amount of this Bond, for payment for correction and completion of the
Contract, any additional legal, design professional or delay costs arising from Contractor's
default and/or resulting from action or inaction on the part of the Surety and liquidated damages,
or, if no liquidated damages are provided for in the Contract, actual damages caused by
delayed performance or non-performance by the Contractor or Surety. The Village shall not be
required to pay Surety more than the balance of the contract price.
The term "balance of the contract price" means the total amount payable by the Village
to the Contractor under the contract, and any amendments thereto, less the amounts paid to the
Contractor by the Village.
Any suit under this Bond must be filed before the expiration of two years from the date
on which final payment under the Contract is due or the applicable statute of limitations,
whichever is longer. No right of action shall accrue on this Bond to or for the use of any person
or corporation other than the Village or its heirs, executors, administrators or successors. Any
proceeding, legal or equitable, under this Bond may be instituted in a court of competent
jurisdiction in the location in which the work is located. Notice to any of the parties shall be
mailed to the appropriate address listed above.
Surety hereby waives notice of any modifications, alterations, changes, additions or
extension of time in the Contract.
Signed and sealed this day of
Contractor
By:
Signature
Title
ATTEST:
,201
Surety
By:
Officer Of The Surety
Title
Address:
Corporate Secretary (corporations only)
NOTARY
STATE OF
COUNTY OF
I,
certify that
a Notary Public in and for said county, do hereby
(Insert Name of Attorney -In -Fact for Surety)
who is personally known to me to be the same person whose name is subscribed to the
foregoing instrument on behalf of Surety, appeared before me this day in person and
acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her
free and voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this day of , 201
Notary Signature: My Commission expires:
(Attach Surety's Power of Attorney)
--- END OF SECTION ---
Village of Mount Prospect
Melas Park Electrical Upgrades 00 61 13-2
2. Any person having a claim for labor and materials furnished in the
performance of the Contract shall have no right of action unless he shall have
filed a verified notice of such claim with the Village Clerk within 180 days after
the date of the last items of work or the furnishing of the last item of materials,
and filed a copy of that verified notice upon the Contractor within 10 days
after the filing of the notice with the Village Clerk. Filing must be by personal
service or United States Mail, postage prepaid, certified or restricted delivery,
return receipt requested, limited to addressee. The notice shall contain 1) the
name and address of the claimant; 2) the business address of the claimant
within the State of Illinois, if any, or if the claimant be a foreign corporation
having no place of business within the State, the principal place of business
of the corporation, and in the case of partnership, the names and residences
of each of the partners; 3) the name of the Contractor for the Village; 3) the
name of the person, firm or corporation by whom the claimant was employed
or to whom such claimant furnished materials; 4) a brief description of the
public improvement for the construction or installation of which the Contract is
to be performed; and 5) a description of Claimant's contract as it pertains to
the public improvement describing the work done by the claimant and stating
the total amount due and unpaid as of the date of the verified notice. No
defect in the notice herein provided for shall deprive the claimant of its right of
action under the terms and provision of this Bond unless it shall affirmatively
appear that such defect has prejudiced the rights of an interested party
asserting the same.
3. No action shall be brought on this Bond later than one year after the date of
the last item of work or of the furnishing of the last item of materials. Such suit
shall be brought only in the circuit court of the State in the judicial district in
which the Contract is to be performed.
4. The Village shall not be liable for the payment of any costs or expenses of
any such lawsuit, and the Village does not have any obligations to any
Claimants who make claims on this Bond. Surety will pay for all such claims,
and for all costs and expenses of any such lawsuit, up to a maximum of the
amount of this Bond.
Surety hereby expressly agrees that no extension of time, change, modification,
alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and
agreements of the Contract, or to the work to be performed thereunder, shall in any way
affect the obligation of this Bond; and it does hereby waive notice of any such extension
of time, change, modification, alteration, deletion, or addition to the undertakings,
covenants, terms, conditions, and agreements of the Contract, or to the work to be
performed thereunder.
Surety's obligations hereunder are independent of the obligations of any other
surety for the payment of claims of laborers, workmen, mechanics, material suppliers,
and other persons in connection with the Contract; and suit may be brought against
Village of Mount Prospect
Melas Park Electrical Upgrades 00 61 14-2
GENERAL CONDITIONS
SECTION 00 70 00
A. DEFINITION OF TERMS
In these specifications and the accompanying documents, the several terms
hereinafter defined shall be understood to mean as follows:
The term "Award" shall mean the decision of the Village of Mount Prospect to accept
the bid of the lowest responsible bidder for the work, subject to the execution and
approval of a satisfactory contract therefore, and bond to secure the performance
thereof, and to such other conditions as may be specified or otherwise required by
law.
The term "Bid" shall mean a formal written offer of a bidder to perform the proposed
work in accordance with these specifications.
The term "Bidder" shall mean any individual, firm, or corporation submitting a bid for
the work contemplated.
The phrase "Bid Documents" shall mean the Notice to Bidders, Table of Contents,
Instructions to Bidders, General Conditions and Special Provisions, Specifications,
Bid Form, Affidavit — Bid Certification Form, Bid Security, Bid Sheet, Other Materials
or standards provided or noted by the Village, Contract, Performance Bond form,
and Labor and Materials Payment Bond form.
The term "Board" shall mean the Board of Trustees of the Village of Mount Prospect,
Illinois.
The term "CCDD" shall mean Clean Construction or Demolition Debris.
The term, "Contract," shall mean the written agreement between the Village and the
contractor, or between the owner and the contractor.
The phrase "Contract Documents" shall mean the Bid Documents, bidder's
submitted Bid Form, Bid Security, Bid Sheet, Contract and required bonds or letter of
credit.
The term "Contractor," as successful bidder, shall mean the individual, firm or
corporation who shall have entered into an agreement or contract to furnish all
necessary labor, equipment, tools and materials for the performance of the work
under its bid and the Bid Documents.
The phrase "Director of Public Works" shall mean the Director of Public Works
representing the Village of Mount Prospect.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-1
operate to annul those portions of the general provisions with which they are not in
conflict.
The term "Specifications" shall mean the general and special provisions, instructions
and requirements contained herein, together with written agreements and all other
executed documents which describe the method of performing the work, the
quantities, or the quality of material to be furnished under the contract. Additionally,
the term specifications will refer to standard practices as outlined in the Illinois
Department of Transportation's "STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION (R&BC), latest revision.
The term "Subcontractor" shall mean any individual, firm or corporation other than
the contractor supplying labor, equipment, tools and materials for use in the work of
the contract.
The phrase "Substantial Performance" shall mean the date that the entire Project
can be used for the purposes for which it was intended, i.e., only punchlist items
remain.
The phrase "Substantial Performance Date" shall mean the date that substantial
performance must be completed.
The term "Village" shall mean the Village of Mount Prospect, Illinois.
The terms "Village Manager" or "Manager" shall mean the Village Manager of the
Village of Mount Prospect, Illinois or his duly appointed representative.
The terms "Work" and "Project" are used interchangeably and shall mean the
improvement advertised for letting, described in the bid form, indicated on the plans,
and covered in the specifications and contract, and authorized alterations,
extensions and deductions, including labor, tools, equipment, materials and
incidentals necessary for the satisfactory completion of the project.
w •ter � �� � �� �, .�
1. AWARD OF CONTRACT. The Village will issue a Notice of Award to the
successful bidder, advising that it has been awarded the contract. Within ten (10) days
of delivery of the Notice of Award, by personal service or registered or certified U.S.
mail, posted prepaid and receipt requested, Contractor shall execute the Contract,
attached to the Bid Documents, and furnish the Village with the required bonds and
certificate of insurance.
2. NOTICE TO PROCEED. Upon the Village's receipt of the executed Contract,
required bonds and certificate of insurance, the Village will issue and send to Contractor
a Notice to Proceed, which will start the performance period.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-3
6. MEASUREMENT OF QUANTITIES. All work completed under the contract will
be measured by the Village according to United States standard measures.
7. PAYMENT. Payment under the Contract will be made in accordance with the
Illinois Local Government Prompt Payment Act, 50 ILCS 505/1 et seq.
8. PAYMENT FOR ITEMS OMITTED WHEN PARTIALLY COMPLETED. Should
the Village cancel or alter any portion of the contract which results in the elimination or
non -completion of any portions of the work partially completed, the contractor will be
allowed a fair and equitable amount covering all items of work incurred prior to the date
of cancellation, alteration, or suspension of such work. A written change order may
apply.
9. PARTIAL PAYMENT. When requested, the contractor will make an approximate
estimate, in writing, of the materials in place completed, the amount of work performed,
and the value thereof, at the contract unit prices. From the amount so determined,
there shall be deducted ten percent (10%) to be retained until after completion of the
entire Work to the Village for payment, except that no amount less than $500 will be so
certified unless the total amount of the contract is less than $500.
In addition, an estimate may, at the discretion of the Village and upon presentation of
receipted invoices and freight bills, be made for payment of the value of acceptable
materials delivered on the Work or in acceptable storage places and not used at the
time of such estimate. Ten percent (10%) shall be retained from the value of such
materials until final payment. Such materials, when so paid for by the Village, shall
become the property of the Village, and in the event of default by the Village, shall
become the property of the Village, and in the event of default by the contractor, the
Village may use or cause to be used such materials in the construction of the work
provided for in the contract. The amount thus paid by the Village shall be deducted
from estimates due the contractor as the material is used in the work.
Partial payment for work or materials shall not be construed as an acceptance of the
work or any part of it, or as a waiver of any provisions of the contract. Partial payment
will only be granted if in the opinion of the Village sufficient labor and materials have
been expended to warrant it.
If partial payments are requested, the Contractor shall submit with each payment
request a properly completed Contractor's Affidavit setting out, under oath, the name,
address and amount due or to become due, of Contractor, each subcontractor, vendor,
supplier or other appropriate party included in its cost, and for every party listed a full or
partial waiver of lien, as appropriate. Beginning with the second payment request, and
with each succeeding payment request, the Contractor shall submit Contractor's
Affidavits and partial waivers of lien for each subcontractor and supplier showing that
the amount paid to date to each is at least equivalent to the total value of that
subcontractor's work, less retainage, included on the previous payment request.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-5
shall leave said project sites in the best possible condition to the complete satisfaction
of the Village.
13. FINAL INSPECTION. The Village shall make final inspection of all of the Work,
as soon as practicable after notification in writing by the contractor that the work is
completed and ready for acceptance. If the Work is not acceptable to the Village at the
time of such inspection, the Village shall inform the contractor as to the particular
defects to be remedied before final acceptance can be made.
14. ALTERATIONS CANCELLATIONS EXTENSIONS AND DEDUCTIONS.
The Village reserves the right to alter the plans, extend or shorten the improvement, add
such incidental work as may be necessary, and increase or decrease the quantities of
work to be performed to accord with such changes, including the deduction or
cancellation of any one or more of the unit price items. Such changes shall not be
considered as a waiver of any condition of the contract nor to invalidate any of the
provisions thereof. A written change order may apply.
All Work shall be done under the supervision of the Village's Director of Public Works,
or a designated representative who shall decide all questions which arise as to the
quality and acceptability of materials furnished, work performed, manner of
performance, rate of progress of the work, interpretation of the plans and specifications,
acceptable fulfillment of the contract, compensation and disputes and mutual rights
between contractors under the specifications.
15. CHANGE ORDERS. The Village may from time to time require changes in the
Work. Such changes shall comply with Section 33-E9 of the Criminal Code, 720 ILCS
5/33E-9.
16. RIGHT OF THE VILLAGE TO TERMINATE THE CONTRACT.
a. If the Contractor fails to begin the Work under the Contract within the time specified,
or fails to perform the Work in accordance with the terms of the approved schedule
or performs the Work in a manner unacceptable to the Village, or neglects or refuses
to remove materials or perform anew such Work as has been rejected by the Village,
or if the Contractor shall become insolvent or be declared bankrupt, or shall make an
assignment for the benefit of creditors, or from any other cause whatsoever shall fail
to carry on the Work in a manner required by the Contract, the Village shall give
notice as hereinafter provided to the Contractor and its surety in writing specifying
such failure, delay, neglect, refusal or default, and if the Contractor, within a period
of ten (10) calendar days after the giving of such notice, shall not proceed in
accordance therewith, then the Village shall have full power and authority to declare
the this Contract and the Contractor in default, and to forfeit the rights of the
Contractor in this Contract.
b. Upon declaration of Contractor's default, the Village may, at its option, call upon the
surety to complete the Work in accordance with the terms of this Contract or may
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-7
3. COOPERATION WITH UTILITIES. It is understood and agreed that the
contractor has considered in its bid all of the permanent and temporary utility
appurtenances in their present or relocated positions that may be encountered during
construction and no additional compensation will be allowed for any delays,
inconvenience, or damage sustained by it due to any interference from the said utility
appurtenances either by the utility company or by it, or on account of any special
construction methods required in prosecuting its work due to the existence of said
appurtenances either in their present or relocated positions. The contractor shall insure
that prompt repairs are, to the approval of the inspector, made to any utility
appurtenances damaged by it without compensation from the Village.
During performance of the work, Contractor shall protect all utilities and property from
damage. Contractor shall spot all utilities prior to any excavation work. Contractor shall
call J.U.L.I.E. one Call System (1-800-892-0123), and request utility locations as soon
as possible for emergency repairs and within forty-eight (48) hours for non -emergency
work prior to excavation in strict accordance with J.U.L.I.E. one Call System operation
procedures.
4. CLEAN —UP. After all work under each task phase of the work is completed, the
Contractor shall remove all loose debris and other materials not incorporated in the
work from the site of the work. Any clean up or restoration to private property will be the
responsibility of the Contractor.
5. CONSTRUCTION NOISE RESTRICTION. All construction activities or alteration
operations within the Village shall be performed only between the hours of 7:00 a.m.
and 7:00 p.m. Variations from these time limitations shall be allowed only in the case of
maintenance of operation of safety and traffic control devices such as barricades, signs
and lighting, or to construction of an emergency nature. More stringent requirements
may be assessed for work in state highway or railroad rights-of-way. Working hours
outside these times must receive prior approval from the Village.
6. GENERAL. The work to be performed under the contract includes the furnishing
of all supervision, labor, materials, tools, equipment and incidentals of every kind and
description necessary for construction, in accordance with the Contract Documents.
7. INSPECTION. All materials and each part or detail of the work shall be subject
at all times to inspection by the Village or its inspectors, and the contractor will be held
strictly to the true intent of the Specifications in regard to quality of materials,
workmanship and diligent execution of the contract. The Village or its inspectors shall
be allowed access to all parts of the work and shall be furnished with such information
and assistance by the contractor as is required to make a complete and detailed
inspection. Materials, components or completed work not complying therewith may be
rejected by the Village and shall be replaced by the Contractor at no expense to the
Village. Any rejected material or component shall be removed at the entire expense of
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-9
necessary to relocate or reconstruct certain of such structures, improvements, and
installations and/or to make repairs to the same by reasons of doing the Work herein
provided for, and it is therefore particularly and specifically agreed that the Bidder
except as otherwise herein provided, shall do the Work necessary for such relocation,
reconstruction, and repair and shall bear and pay all of the cost and expense of such
relocation, reconstruction, and/or repair of, and all damage done to any and all such
pipe line and other structures, improvements, and installations, including service
connections, if any, to adjacent property, existing at the date of the execution of the
contract and/or existing, during the period of the Work to be done under the contract,
which may be interfered with, damaged, and/or necessarily relocated, reconstructed, or
repaired in the performance of the Work herein provided for, including the restoration
and resurfacing of unpaved portions of public streets and alleys, rights-of-way,
easements, and private property damaged or disturbed by the Work, the same to be
restored to as good condition as the same existed at the time of the commencement of
any such Work or relocation.
It is further agreed that the owners of any structures, improvements, installations,
referred to in the preceding paragraph shall have the right to do the Work or any part
thereof necessary for the relocation, reconstruction, replacement, repair, and other
Work required by reason of any interference with and/or damage to such structures,
improvements, installations, due to the prosecution of the Work and upon completion of
such Work by them done, said owners may render bills to the Bidder for the cost and
expenses thereof which bills shall be paid by the Bidder without extra compensation
therefore from the Village, upon demand by said owners, or upon demand made by the
Village upon the Bidder for the payment thereof.
12. PUBLIC CONVENIENCE AND SAFETY. The contractor shall notify the Director
of Public Works at least three (3) days in advance of the starting of any construction
work which might in any way inconvenience traffic, and the contractor shall at all times
conduct the work in such a manner as to insure the least obstruction to vehicular and
pedestrian traffic. Whenever possible, the contractor shall provide and maintain at his
own expense such temporary roads and approaches as may be necessary to provide
access to driveways, houses, buildings or other property abutting the improvements. In
no case will the contractor obstruct entrance ways into private property without first
seeking the Village and private property owner's approval.
13. PUBLIC RELATIONS The Contractor shall cooperate with the Village of Mount
Prospect in maintaining a high degree of sensitivity to the needs of property and
business owners along the project route. Contractor will distribute written public work
notices to businesses and residences as required by the Village.
14. REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK. Work done without
lines and grades being given, or beyond the lines shown on the plans or as given,
except as herein provided, or any extra work done without authority will be considered
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-11
18. TREE PROTECTION. All tree protection shall be incidental to the contract and
shall be installed and maintained in accordance with the Tree Protection Ordinance and
plan as specified by the Village.
REMOVAL PROHIBITED UNLESS AUTHORIZED: All trees shall be maintained, saved,
and protected from damage unless removal is approved by the Village.
CRITICAL ROOT ZONE: To prevent unnecessary damage to existing public trees
during construction, proper tree protection guidelines must be followed, particularly in
the root zone where major support roots securely hold the tree in the soil. This Critical
Root Zone (CRZ) is defined as the entire ground area within the vertical projection of
the crown of a tree. This is also commonly referred to as the area within the drip line of
a tree.
Power equipment may not be used to excavate soil, change grades, or dig trenches in
the Critical Root Zone. All soil excavation done within the CRZ must be done by hand,
except as authorized in these specifications. Exceptions to the above shall be granted
only with written permission from the Director of Public Works.
FENCING: All unpaved ground on public property within the Critical Root Zones (CRZ)
of existing trees subject to construction damage shall be fenced before any work is
started. This Tree Protection Fencing will be paid for as specified in these contract
documents. Once assembled, no fencing shall be removed without prior approval of the
Engineer, and there shall be no construction activity or material including storage,
stockpiling, and equipment access within the enclosure. Fencing material shall be
orange polypropylene snow fence supported with metal posts, and installed according
to the detail which will be provided by the Forestry Division.
CHANGES TO EXISTING GRADE: No changes to original grade shall be allowed
inside the CRZ.
ROOT PRUNING DURING CONSTRUCTION: All tree roots greater than two inches
(2") in diameter that are encountered in any construction process shall be cut cleanly
with an appropriate saw or pruning shear or other tool specifically designed for cutting
wood. Axes or other such chopping tools shall not be used. Shovels or other tools
designed for digging shall not be used. Contractor shall contact Forestry for a root
inspection before backfilling.
ATTACHMENTS TO TREES: No signs, placards or other objects may be nailed or
stapled to trees.
BRANCH REMOVAL: Tree branches shall not be cut, pruned or trimmed by the
Contractor. If parkway tree branches interfere with the Contractor's work, he should
contact the Forestry Division to request pruning. If Forestry deems the request
reasonable they will endeavor to promptly prune the branches at the Village's expense.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-13
1. PERFORMANCE AND LABOR AND MATERIAL PAYMENT BOND. Upon
submission of the executed contract to the Village, Contractor shall furnish to the Village
a surety bond in the amount one hundred and ten percent (110%) of the bid for the
faithful performance of the Contract and to indemnify the Village against loss. The
Contractor shall also furnish a labor and materials bond to ensure payment for all labor
and materials, including compliance with the provisions of law relating to the payment of
the prevailing rate of wages. The premium of such bonds is to be paid by the
Contractor. The surety must be with a substantial surety company satisfactory to the
Village and authorized by law to do business in the State of Illinois and endorsed by a
local representative of said surety company. All payment and performance bonds shall
name the Village of Mount Prospect as Obligee and be written upon forms prepared or
approved by the Village. Said bonds may be satisfied with a Letter of Credit, in the form
acceptable to the Village, from a bank or savings and loan within the Chicago
metropolitan area. The bonds and Letter of Credit shall remain in effect during the full
term of the Contract and any extension thereof. Failure to so provide these bonds or
Letter of Credit shall result in forfeiture of the bid bond/Letter of Credit to the Village as
liquidated damages and not as a penalty, and the termination of the contract and/or
withdrawal of the award.
2. INSURANCE REQUIREMENTS. In submission of a bid, the bidder is certifying
that it has all insurance coverages required by law or that would normally be expected
for bidder's type of work. In addition, the bidder is certifying that, as successful
bidder/Contractor, upon execution of the Contract, it will provide Insurance of such
types and in such amounts as may be necessary to protect itself and the interests of the
Village against all hazards or risks of loss contemplated by the Contract. The Village
shall be named as additional insured on all applicable insurance policies. Satisfactory
certificates of insurance shall be filed with the Village upon execution of the Contract.
The certificates shall state that thirty (30) days advance written notice will be given to
the Village before any policy covered thereby is changed or canceled.
Insurance coverage shall be in the following minimum amounts:
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-15
Limit/
Limit/
TVDe of Insurance
Ea. Occurrence
Aaareaate
General Liability
Bodily Injury
$1,000,000
$3,000,000
Property Damage
$1,000,000
$3,000,000
Contractual Ins.
$1,000,000
$3,000,000
Automobile Liability
Bodily Injury
$1,000,000
$1,000,000
Property Damage
$1,000,000
$1,000,000
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-15
The bidder and contractor, as successful bidder, shall comply with all applicable state,
federal and local laws, including, but not limited to the following:
A. BID RIGGING/ROTATING. By submitting a bid, the Contractor certifies that no
owner, officer or director is barred from contracting with any unit of state or local
government as a result of violating the bid rigging or bid rotating provisions
contained in 720 ILCS 5/33E-3 & 33E-4.
B. TAX PAYMENT. The Contractor certifies that it is not delinquent in the payment
of any taxes to the Illinois Department of Revenue. (65 ILCS 5/11-42.1-1)
C. DRUG FREE WORKPLACE ACT. The Contractor will comply with the
requirements of the Drug Free Workplace Act if the contract is $5,000 or more
and it has more than 24 employees at the time of entering into the contract (30
ILCS 580).
D. PREFERENCE TO VETERANS ACT. The Contractor will comply with the
Preference to Veterans Act (330 ILCS 55).
E. SUBSTANCE ABUSE PREVENTION PROGRAM. By submitting a bid, the
Contractor certifies that the company has in place, to the extent not covered by a
collective bargaining agreement that deals with the subject of the Act, a
substance abuse prevention program that meets or exceeds the requirements of
the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et
seq.
F. NON-DISCRIMINATION. The Contractor will comply with the Illinois Public
Works Employment Discrimination Act (775 ILCS 10/1, et seq.)
G. EQUAL EMPLOYMENT OPPORTUNITY. The Contractor will comply with Article
2 of the Illinois Human Rights Act (775 ILCS 5/2-101, et seq.), including
establishment and maintenance of a sexual harassment policy as required by
Section 2-105, and the Rules and Regulations of the Illinois Department of
Human Rights, including the EQUAL EMPLOYMENT OPPORTUNITY CLAUSE,
which is a material term of all public contracts, as follows:
EQUAL EMPLOYMENT OPPORTUNITY
In the event of the contractor's non-compliance with the provisions of this Equal
Employment Opportunity Clause or the Act, the contractor may be declared ineligible for
future contracts or subcontracts with the State of Illinois or any of its political
subdivisions or municipal corporations, and the contract may be cancelled or voided in
whole or in part, and other sanctions or penalties may be imposed or remedies invoked
as provided by statute or regulation. During the performance of this contract, the
contractor agrees as follows:
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-17
with the State of Illinois or any of its political subdivisions or municipal corporations.
Title 44, Part 750, Section 750, APPENDIX A, Illinois Administrative Code,
H. PREVAILING WAGE. This contract calls for the construction of a "public work"
within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/1, et seq.,
as amended (the "Act"). The Contractor and all subcontractors are required to
pay wage rates in accordance with the Act to all laborers, workers and
mechanics. The Village has adopted the prevailing wages as determined by the
Illinois Department of Labor ("IDOL") for Cook County. The prevailing rate of
wages is revised by the IDOL and is available on the IDOL website,
www.state.il.us/agency/idol/ra,tes/'rates,HTM. The Contractor and all
subcontractors are solely responsible for checking the Department's website for
revisions to prevailing wage rates. In the event that the IDOL should revise the
prevailing rate of wages, then the revised rates shall apply to this Contract. In no
case shall any revision in the rates of prevailing wages result in an increase in
the total Contract price.
All bonds provided by the Contractor under the terms of this Contract shall
include such provisions as will guarantee the faithful performance of the
Contractor's obligations under this clause and under the Prevailing Wage Act,
820 ILCS 130/1 et. seq.
Contractor shall comply with all applicable provisions of the Prevailing Wage Act,
including, but not limited to, the requirements of Section 5 of the Prevailing Wage
Act, 820 ILCS 130/5. The Contractor, and all Subcontractors and Sub -
Subcontractors participating on the Project, shall make and keep those records
required under Section 5 of the Prevailing Wage Act in paper or electronic
format. In .conformance with the Act, each contractor and subcontractor, or other
entity performing work on the project, shall maintain records of all laborers,
mechanics and other workers employed by them on the project, including the
following information on each worker: (1) name; (2) address; (3) telephone
number when available; (4) social security number; (5) classification or
classifications; (6) gross and net wages paid in each pay period; (7) number of
hours worked each day; (8) starting and ending times of each day; (9) hourly
wage rate; (10) hourly overtime wage rate; (11) hourly fringe benefit rates; (12)
the name and address of each fringe benefit fund; (13) the plan sponsor of each
fringe benefit, if applicable; and (14) the plan administrator of each fringe benefit,
if applicable. These records shall be kept by the participating contractor and
subcontractor for a period of not less than five (5) years from the date of last
payment on the contract or subcontract. No later than the 15th day of each
calendar month, each participating contractor and subcontractor shall submit a
monthly certified payroll to the Village consisting of the above -referenced
information as well as a statement signed by the participating contractor or
subcontractor that certifies: (a) the records are true and accurate; (b) the hourly
rates paid to each worker is not less than the general prevailing rate of hourly
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-19
Unless otherwise expressly provided in the Specifications, in the event any defects or
imperfections in the materials or workmanship to be furnished by the contractor herein
appear within the period of two (2) years from the date of completion of all the Work and
acceptance thereof by the Village, the contractor will, upon notice from said Village
(which notice may be given by letter to said contractor to the business address of the
contractor shown in the proposal), repair and make good at his own cost any such
defects or imperfections and replace any defective or imperfect materials or
workmanship with other materials or workmanship satisfactory to said Village, and
furnish all such new materials and labor as may be necessary to do so; and in the event
of the failure, refusal or delay of said workmanship or materials said Village may do so
or have same done by others, and said contractor and surety or sureties on the bonds
given for the faithful performance of the contract shall be liable to the Village for all
damages and expenses occasioned by such failure, refusal or delay. All details of
warranties shall be included with the bid. Warranty work shall be at no additional
expense to the Village.
Manufacturer warranties and guaranties shall be submitted with the bid and shall be
considered a part of the contract where such specifications meet the minimum bid
Specifications.
G. MISCELLANEOUS CONTRACT REQUIREMENTS.
1. CONTRACT ALTERATIONS. No amendment of a contract shall be valid unless
made in writing and signed by the Village President, Village Manager, or their
authorized representative.
2. LICENSES AND PERMITS. The Contractor shall procure at its own expense all
necessary licenses and permits in connection with the work under the Contract.
3. NONASSIGNABILITY. The contractor shall not assign the contract, or any part
thereof, to any other person, firm or corporation without the previous written consent of
the Village. Such assignment shall not relieve the contractor from its obligations or
change the terms of the contract unless agreed by the Village at its sole discretion.
4. NOTICES. All notices required by the contract shall be given in writing.
5. TAXES. The contractor shall pay all federal, state and local taxes as may be
applicable on all materials, labor and services furnished by it under the contract, and the
amounts of such taxes shall be included in the unit prices bid.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 70 00-21
WAGE RATE REQUIREMENTS
SECTION 00 73 43
1. GENERAL
A. CONTRACTOR and Subcontractors shall pay wages not less than the
prevailing hourly wage rate for each classification of employee engaged
on the Work as determined by the United States Department of Labor and
by the State of Illinois Department of Labor. In case of conflict, the wages
paid by CONTRACTOR shall be not less than the higher of the prevailing
wage determination.
B. CONTRACTOR shall comply with the provisions of Wages of Employees
on Public Works (Prevailing Wage] Act (820 ILCS 130/.01 - 12).
C. The prevailing wage law does not prohibit payment of more than the
prevailing rate of wages nor does it limit the hours of Work which may be
performed by any employee in any particular period of time.
D. A copy of the wage determination shall be posted by CONTRACTOR in a
prominent place at the Site of the Work where it can be easily seen by the
employees.
E. If at the time the Contract is executed, or if during the term of the Contract,
there is excessive unemployment in Illinois as defined in the Employment
of Illinois Workers on Public Works Act, 30 ILCS 570-0.01 et seq., as two
consecutive months of unemployment exceeding 5%, the Contractor
agrees to employ Illinois laborers as stipulated by the Act. An "Illinois
laborer" is defined as any person who has resided in Illinois for at least
thirty (30) days and intends to become or remain an Illinois resident.
2. WAGE DETERMINATIONS
A. The following wage rate schedule(s) are the prevailing rate(s) of hourly wage
applicable to this Contract.
If the Department of Labor revises the prevailing rate of hourly wages to be paid by the
public body, the revised rate as provided by the public body shall apply to this Contract.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 73 43-1
SPRINKLER FITTER BLD
STEEL ERECTOR ALL
STONE MASON BLD
SURVEY W9RKER ->NOT
9.930 0.000 0.500
49.200 51.200 1.5 1.5 2.0 11.75 9.650 0.000 0.550
42.070 44.070 2.0 2.0 2.0 13.45 19.59 0.000 0.350
43.780 48.160 1.5 1.5 2.0 10.05 14.43 0.000 1.030
IN EFFECT ALL 37.000 37.750 1.5 1.5 2.0 12.97
TERRAZZO FINISHER
0.000
BLD
TERRAZZO MASON
2.0
BLD
TILE MASON
0.000
BLD
TRAFFIC SAFETY WRKR
44.880
HWY
TRUCK DRIVER
E
ALL 1
TRUCK DRIVER
E
ALL 2
TRUCK DRIVER
E
ALL 3
TRUCK DRIVER
E
ALL 4
TRUCK DRIVER
W
ALL 1
TRUCK DRIVER
W
ALL 2
TRUCK DRIVER
W
ALL 3
TRUCK DRIVER
W
ALL 4
TUCKPOINTER
35.680
BLD
Legend: RG (Region)
38.040
0.000
1.5
1.5
2.0
10.55
11.22
0.000
0.720
41.880
44.880
1.5
1.5
2.0
10.55
12.51
0.000
0.940
43.840
47.840
1.5
1.5
2.0
10.55
11.40
0.000
0.990
32.750
34.350
1.5
1.5
2.0
6.550
6.450
0.000
0.500
35.480
35.680
1.5
1.5
2.0
8.350
10.50
0.000
0.150
34.100
34.500
1.5
1.5
2.0
8.150
8.500
0.000
0.150
34.300
34.500
1.5
1.5
2.0
8.150
8.500
0.000
0.150
34.500
34.500
1.5
1.5
2.0
8.150
8.500
0.000
0.150
35.600
35.800
1.5
1.5
1.5
8.250
9.140
0.000
0.150
32.700
33.100
1.5
1.5
2.0
6.500
4.350
0.000
0.000
32.900
33.100
1.5
1.5
2.0
6.500
4.350
0.000
0.000
33.100
33.100
1.5
1.5
2.0
6.500
4.350
0.000
0.000
43.800
44.800
1.5
1.5
2.0
8.280
13.49
0.000
0.670
TYP (Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers)
C (Class)
Base (Base Wage Rate)
FRMAN (ForemanRate)
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.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 73 43-3
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.
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.
Village of Mount Prospect
Melas Park Electrical Upgrades 00 73 43-5
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; 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).
Village of Mount Prospect
Melas Park Electrical Upgrades 00 73 43-7
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 -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.
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 Tester/Inspector II".
--END OF SECTION --
Village of Mount Prospect
Melas Park Electrical Upgrades 00 73 43-9
SUMMARY OF WORK
SECTION 01 10 00
PART 1 — GENERAL
1.01 LOCATION OF WORK:
A. The work of this Contract is located in the Village of Mount Prospect, within
Melas Park, to the northeast of the intersection of Central Road and Busse
Road.
B. The limits of the project location is constrained to the public right of way as
shown on the plans. Any construction easements or staging areas required
by the Contractor (other than those shown on the Drawings) shall be the
responsibility of the Contractor. Any specialized machinery and / or
equipment due to the limited site constraints and type of work to be
performed, shall be the responsibility of the Contractor.
1.02 SCOPE OF WORK:
A. Furnish all labor, materials, equipment and incidentals necessary to remove
and replace the two electric control cabinets shown on the Drawings and
specified herein.
B. The work includes, but is not necessarily limited to, the following major items:
1. West Cabinet
a. Coordinate with ComEd for disconnection of power.
b. Remove and dispose of existing control cabinet.
C. Remove existing concrete pad and cabinet foundation.
d. Remove existing service equipment from ComEd pole.
e. Remove existing service conductors from conduit, abandon
conduit.
f. Install new control cabinet, foundation and concrete pad.
g. Install new service equipment, conduit and conductors.
h. Coordinate with ComEd for connection of power.
Village of Mount Prospect
Melas Park Electrical Upgrades 01 10 00-1
PART 4 — MEASUREMENT AND PAYMENT
Work specified in this Section will not be measured or paid for as a separate item, but
shall be considered as included in the prices bid for the various pay items of work
involved.
--- END OF SECTION ---
Village of Mount Prospect
Melas Park Electrical Upgrades 01 10 00-3
PART 4 — MEASUREMENT AND PAYMENT
Work specified in this Section will not be measured or paid for as a separate item, but
shall be considered as included in the prices bid for the various pay items of work
involved.
--- END OF SECTION ---
Village of Mount Prospect
Melas Park Electrical Upgrades 013119-2
1. Show complete sequence of construction by activity.
2. Show dates for beginning and completion of each major element of
construction and installation dates for major items of equipment.
Elements shall include, but not be limited to the following:
a. Shop drawing receipt from supplier/manufacturer submitted to
Engineer, review and return to supplier/manufacturer.
b. Material and equipment order, manufacturer, delivery, installation,
and checkout.
c. Utility Coordination
d. Demolition
e. Foundation & concrete work.
f. Underground conduit and cable installation.
g. Backfilling, grading, seeding, sodding, landscaping, fence
construction, and paving.
h. Final cleanup.
i. Allowance for inclement weather.
3. Show projected percentage of completion for each items as of first day of
each month.
1.05 SCHEDULE REVISIONS:
A. Every 28 days, the Contractor shall revise the construction schedule to reflect
changes in progress of work.
B. Indicate progress of each activity at date of submittal.
C. Show changes occurring since previous submittal of schedule including:
Major changes in scope; Activities modified since previous submittal; Revised
projections of progress and completion; Other identifiable changes.
D. Provide a narrative report as needed to define: Problem areas, anticipated
delays, and impact on schedule; Corrective action recommended and its
effort; Effect of changes on schedules of other Contractors if applicable.
1.06 SUBMITTAL REQUIREMENTS:
E. For initial submittal of construction schedule and subsequent revisions
thereof, furnish six copies of schedule to Engineer.
PART 2 — PRODUCTS
As specified in applicable sections of the Contract Documents.
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SUBMITTALS
SECTION 01 33 00
PART 1 — GENERAL
1.01 SCOPE
A. This Section establishes minimum requirements and procedures for Submittals
by the Contractor for materials and equipment provided for under the Work of this
Contract. Specific details for additional drawings, data and information to be
submitted shall be in accordance with the applicable requirements of other
Sections of these Specifications.
B. Acceptable Manufacturers and Equipment Suppliers for various items of
equipment are specified in respective Sections of these Contract Documents.
For convenience of designation in the Contract Documents, certain equipment,
articles, materials, and processes are designated by manufacturer trade name or
catalog name and number. Such designation shall be deemed to be followed by
the words "or approved equal" whether such words are shown or not. The
Contractor may offer material or processes which are equal to that so indicated
or specified at the time of Bid. The burden of proof as to comparative quality and
suitability of alternatives shall be upon the Contractor. After acceptance of Bid,
no substitutions will be allowed, except as stated in the Bid. (Exception: Where
Specifications indicate "No Substitutions Allowed" the Contractor shall provide
the designated manufacturers equipment without exception.)
1.02 SUBMITTAL PROCEDURES
A. The Contractor shall, within 10 calendar days after receiving the Notice to
Proceed, prepare and submit for review a construction schedule together with a
detailed list of all the submittals which the Contractor proposes to make to meet
the requirements of this and other Sections, including the dates on which the
Contractor proposes to make such submittals.
B. The Contractor shall submit submittals in electronic format. If hard copies are
submitted, the Contractor shall submit 3 hard copies of the submittal packages to
the Engineer for each submittal iteration if the submittal is provided as a hard
copy.
C. The Engineer will make internal distribution to the Owner and other interested
parties.
D. Submittals shall be in the English language.
E. Weights, measures, and units shall be English units.
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K. Submittals not requested will not be recognized or processed.
1.04 ENGINEER DUTIES
A. Review required submittals with reasonable promptness and in accord with
schedule, only for general conformance to design concept of Project and
compliance with information given in Contract Documents. Review shall not
extend to means, methods, sequences, techniques, or procedures of
construction or to safety precautions or program incident thereto. Review of a
separate item as such will not indicated approval of assembly in which item
functions.
B. Affix stamp and initials or signature, and indicate requirements for resubmittal,
or review of submittal. Engineer's action on submittals is classified as follows:
Furnish as Submitted: Submittal has been reviewed and appears to be in
conformance to design concept of Project and Contract Documents.
Contractor may proceed with fabrication of work in submittal.
2. Furnish as Corrected: Submittal has been reviewed and appears to be in
conformance to design concept of Project and Contract Documents,
except as noted by reviewer. Contractor may proceed with fabrication of
work in submittal with modifications and corrections as indicated by
reviewer.
3. Revise and Resubmit: Submittal has been reviewed and appears not to
be in conformance to design concept of Project or with Contract
Documents. Contractor shall not proceed with fabrication of work in
submittal, but instead shall make any corrections required by reviewer and
resubmit for review.
4. Rejected: Submittal is being returned without having been reviewed
because: 1) not required by Contract Documents; 2) grossly incomplete;
3) indicates no attempt at conformance to Contract Documents; 4) cannot
be reproduced; 5) lacks Contractor's completed approval stamp; or 6)
lacks design professional's seal when required by law or Contract
Documents. If submittal is required by Contract Documents, Contractor
shall not proceed with Work as detailed in submittal, but instead shall
correct defects and resubmit for review.
C. Return one copy of submittals to Contractor. Contractor shall make additional
distribution as required.
D. Submittals which do not contain markup, or which have minor markup that
can be adequately described without referencing submittal, will not be
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K. Shop Drawings shall be submitted in electronic format.
1. Submit electronic copy to Engineer at project site.
2. Text documents shall be submitted in .pdf format.
3. Drawings shall be submitted in .pdf format.
4. Electronic submittal shall be suitable for reproduction in black and white.
5. Samples may be submitted to Engineer at address given in these
documents.
L. Submittals shall contain:
1. Date of submission and dates of any previous submissions.
2. Project title and number.
3. Contract identification.
4. Names of:
a. Contractor.
b. Supplier.
C. Manufacturer
5. Identification of product, with Specification section number and article
number.
6. Field dimensions, clearly identified as such.
7. Relation to adjacent or critical features of Work or materials.
8. Applicable standards, such as ASTM or Federal Specification numbers.
9. Identification of deviations from Contract Documents.
10. Identification of revisions on resubmittals.
11. An 8" x 3" blank space for Contractor and reviewer stamps.
12. Indication of Contractor's approval, initialed or signed, with wording
substantially as follows:
"Contractor represents to Owner and Engineer that Contractor has
either determined and verified all quantities, dimensions, field
construction criteria, materials, catalog numbers, and similar data, or
assumes full responsibility for doing so and has reviewed or
coordinated each submittal with requirements of Work and Contract
Documents."
13. If Contract Documents include performance specifications stating required
results which can be verified as meeting stipulated criteria, so that further
design by Contractor prior to fabrication is necessary, Submittal depicting
such design must be prepared under seal of professional engineer
registered licensed in appropriate state and Submittal shall be signed and
sealed in accordance with applicable regulations and with following
certification statement:
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2. Indicate material or product conforms to or exceeds specified
requirements. Submit supporting reference data, affidavits, and
certifications as appropriate.
3. Certificates may be recent or previous test results on material or product,
but must be acceptable to reviewer.
R. Manufacturer's instructions:
1. When specified in individual specification sections, submit printed
instructions for delivery, storage, assembly, installation, start-up, adjusting,
and finishing, to Engineer for delivery to Owner in quantities specified for
Product Data.
2. Indicate special procedures, perimeter conditions requiring special
attention, and special environmental criteria required for application or
installation.
S. Manufacturer's field reports
1. Submit report in duplicate within 30 days of observation for information.
2. Submit for information for limited purpose of assessing conformance with
information given and design concept expressed in Contract Documents.
T. Erection drawings:
1. Submit for information for limited purpose of assessing conformance with
information given and design concept expressed in Contract Documents.
2. Data indicating inappropriate or unacceptable Work may be subject to
action by Engineer or Owner.
U. Samples:
1. Samples for selection as specified in product sections:
a. Submit for aesthetic, color, or finish selection.
b. Submit samples of finishes from full range of manufacturers'
standard colors, textures, and patterns for selection.
2. Submit to illustrate functional and aesthetic characteristics of product, with
integral parts and attachment devices. Coordinate sample submittals for
interfacing work.
3. Include identification on each sample, with full Project information.
4. Submit number specified in individual Specification Sections; 1 of which
will be retained by Engineer.
5. Reviewed Samples which may be used in Work are indicated in individual
Specification Sections.
6. Samples will not be used for testing purposes unless specifically stated in
specification section.
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2. Record Documents file.
3. Other affected contractors.
4. Subcontractors.
5. Supplier or fabricator.
B. Distribute Samples which carry Engineer stamp as either "Furnish and
Submitted" or "Furnish as Corrected" as directed by Engineer.
1.08 VIDEO DOCUMENTATION OF EXISTING CONDITIONS
A. Prior to construction, perform video recording in all areas to be disturbed by
construction. Recording shall document significant features that may be affected
by construction activity.
B. Provide labor, equipment, and materials for televising and complete video
documentation of construction areas.
C. Personnel and equipment:
1. Furnish equipment, supplies, and materials necessary to complete Work
as specified.
2. Equipment not giving proper results shall be replaced.
D. Camera and other components shall provide clean, clear, and sharp color
picture.
E. Video/photographic recording:
1. Provide complete color video recording of construction areas. Video
recording media produced shall be compatible with Owner's video
equipment.
2. Produce video recordings of sufficient quality to allow proper in-house
viewing with minimum of distortion; no image tearing.
3. Provide voice narration on video recording to document following
information:
4. Name of city, street, and date upon which video inspection was made.
5. Description of special features, i.e. cracked pavements, special
landscaping, etc.
6. Stop camera at special features for minimum of 10 seconds to allow for
photographic documentation.
7. Deliver video recording to Engineer who, after review, will deliver
recording to Owner for permanent records.
8. Label each recording to identify sewer and limits of coverage.
F. Recording procedure:
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QUALITY ASSURANCE
SECTION 01 43 00
PART 1 — GENERAL
1.01 DESCRIPTION
A. This Section covers Quality Assurance and Control requirements for this
contract, which include but are not limited to the following:
1. Perform the inspections and test required by the Specifications.
2. Provide product certifications as required by the Specifications.
3. Test, adjust, balance, and operate mechanical and electrical equipment to
demonstrate that they have been properly assembled, aligned, adjusted,
wired, and connected. Make any adjustments or replacements found
necessary.
4. Neither observations by Engineer, Owner's Representative, nor
inspections, tests, or approvals by other than Contractors, shall relieve
Contractor from his/her obligation to perform the Work in accordance with
the requirements of the Contract Documents.
B. The Contractor is responsible for controlling the quality of work, including work of
its subcontractors, suppliers, and manufacturers and for assuring the quality
specified in the Technical Specifications is achieved.
1.02 CONTRACTOR FURNISHED TESTING LABORATORY SERVICES
A. An independent commercial testing laboratory acceptable to the Engineer shall
perform all tests that require the services of a laboratory to determine compliance
with the Contract Documents. The laboratory shall be staffed with experienced
technicians, properly equipped, and fully qualified to perform the tests in
accordance with the specified standards.
B. Preliminary Testing Services: The Contractor shall be responsible for all testing
laboratory services in connection with concrete materials and mix designs, the
design of asphalt mixtures, gradation tests for structural and embankment fills,
backfill materials, and all other tests and engineering data required for the
Engineer's review of materials and equipment proposed to be used in the Work.
The Contractor shall obtain the Engineer's acceptance of the testing laboratory
before having services performed, and shall pay all costs for services.
C. The Contractor shall not retain any testing laboratory against which the Owner or
the Engineer have reasonable objection, and if at any time during the
construction process the services become unacceptable to the Owner, or the
Engineer, either the Owner or the Engineer may direct in writing that such
services be terminated. The request must be supported with evidence of
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C. Quality of Materials: Unless otherwise specified, all materials and equipment
furnished for permanent installation in the Work shall conform to applicable
standards and specifications and shall be new, unused, and free from defects
and imperfections, when installed or otherwise incorporated in the Work. The
Contractor shall not use material and equipment for any purpose other than that
intended or specified unless the Engineer authorizes such use.
D. Where so specified, products or workmanship shall also conform to the additional
performance requirements included within the Contract Documents to establish a
higher or more stringent standard or quality than that required by the referenced
standard.
1.05 MATERIALS AND EQUIPMENT
A. The Contractor shall maintain control over procurement sources to ensure that
materials and equipment conform to specified requirements in the Contract
Documents.
B. The Contractor shall comply with manufacturer's printed instructions regarding all
facets of materials and/or equipment movement, storage, installation, testing,
startup, and operation. Should circumstances occur where the contract
documents are more stringent than the manufacturer's printed instructions, the
Contractor shall comply with the specifications. In cases where the
manufacturer's printed instructions are more stringent than the contract
documents, the Contractor shall advise the Engineer of the disparity and conform
to the manufacturer's printed instructions. In either case, the Contractor is to
apply the more stringent specification or recommendation, unless approved
otherwise by the Engineer.
1.06 MANUFACTURER'S FIELD SERVICES
A. When specified in the technical specifications sections, the Contractor shall
arrange for and provide technical representation from manufacturer's of
respective equipment, items or components. The manufacturer's representative
shall be a factory trained service engineer/technician with the type and length of
experience specified in the technical specifications.
B. Services Furnished Under This Contract: An experienced, competent, and
authorized factory trained service engineer/technician representative of the
manufacturer of each item of equipment for which field services are indicated in
the specifications shall visit the site of the Work and inspect, operate, test, check,
adjust if necessary, and approve the equipment installation. In each case, the
manufacturer's service representative shall be present when the equipment is
placed in operation. The manufacturer's service representative shall revisit the
jobsite as often as necessary until all problems are corrected and the equipment
installation and operation are satisfactory to the Engineer.
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EROSION AND SEDIMENT CONTROL
SECTION 01 57 13
PART 1 — GENERAL
1.01 DESCRIPTION
A. Furnish all work and take all measures necessary to control soil erosion resulting
from construction operations, prevent flow of sediment from construction site,
and contain construction materials (including excavation and backfill) within
protected working area.
1.02 REFERENCE
A. Perform all Work of this Section in accordance with the applicable requirements
of the latest edition of IEPA Standards and Specifications for Soil Erosion and
Sediment Control and Article 280 of the Illinois State Standards for Road and
Bridge Construction, latest edition.
1.03 SUBMITTALS
A. Two weeks prior to the start of the work, submit to Engineer, for review, a plan
with detailed sketches showing the proposed methods to be used for controlling
erosion during construction.
1.04 QUALITY ASSURANCE
A. Use acceptable procedures, including use of water diversion structures, diversion
ditches, settling basins, and sediment traps.
B. Operations restricted to areas of work indicated on drawings and area which
must be entered for construction of temporary or permanent facilities.
C. If construction materials are washed away during construction, remove materials
from fouled areas.
D. Stabilize diversion outlets by means acceptable to Engineer.
PART 2 — PRODUCTS
All products and materials shall meet or exceed the requirements of IEPA
Standard Specifications for Soil Erosion and Sediment Control.
PART 3 — EXECUTION
3.01 PROTECTION OF STREAMS, WETLANDS, AND SURFACE WATER:
Village of Mount Prospect
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MATERIAL AND EQUIPMENT
SECTION 01 60 00
PART 1 — GENERAL
1.01 DESCRIPTION
A. Provide material and equipment essential to the installation of the equipment and
materials, and otherwise shown to be provided under this contract, which meet
the following:
Standards: Design equipment and appurtenances in conformity with
ANSI, ASME, IEEE, NEMA, OSHA, NEC, UL, and other generally
accepted standards. Equipment and appurtenances shall be of rugged
construction and of sufficient strength to withstand all stresses which may
occur during fabrication, testing, transportation, installation, and all
conditions of operation.
2. Electrical Requirements: Electrical devices, motors, equipment, control
panels, electrical equipment enclosures, and other electrical equipment
appurtenances shall be labeled by UL or other approved testing agency.
Shop drawings for electrical equipment shall denote that the represented
material has the approved testing agency label. Nonlisted materials and
special equipment devices not normally listed by the approved testing
agency and labeled shall equal or exceed the latest standards for such
types of equipment. The Contractor shall be responsible for providing the
services of an electrical inspection firm to certify compliance of all
nonlisted materials to the approved testing agency standards and for
providing materials with an inspection label in accordance with the
approved testing agency standards.
3. Complies with size, make, type, and quality specified or as specifically
approved, in writing, by ENGINEER.
4. Will fit into the space provided with sufficient room for operation and
maintenance access and to properly connect to piping, ducts and services
as applicable.
5. Manufacture and fabricate in accordance with the following:
a. Design, fabricate, and assemble in accordance with the standards
referenced and the requirements given in the pertinent sections,
clauses, paragraphs, and sentences, both directly and indirectly
applicable thereto, in that part of the Contract Documents.
b. Provide equipment which is new, unused, and correctly designed. It
shall be of standard first -grade quality, produced by expert workmen.
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1. Requirements for substitutions do not apply to CONTRACTOR options on
materials and equipment provided for in the Specifications.
2. Revisions to Contract Documents, where requested by OWNER or
ENGINEER, are "changes" not "substitutions".
3. CONTRACTOR'S determination of and compliance with governing
regulations and orders issued by governing authorities do not constitute
substitutions and do not constitute basis for a Change Order, except as
provided for in Contract Documents.
1.03 MANUFACTURER'S WRITTEN INSTRUCTIONS
A. Instruction Distribution: When the Contract Documents require that installation,
storage, maintenance and handling of equipment and materials comply with
manufacturer's written instructions, obtain and distribute printed copies of such
instructions to parties involved in installation, including three copies to
ENGINEER. Maintain one set of complete instructions at job site during storage
and installation, and until completion of work.
B. Manufacturer's Requirements: Store, maintain, handle, install, connect, clean,
condition, and adjust products, equipment, and materials in accordance with
manufacturer's written instructions and in conformity with Specifications.
Should job conditions or specified requirements conflict with
manufacturer's instructions, consult ENGINEER for further instructions.
2. Do not proceed with work without written instructions.
C. Performance Procedures: Perform work in accordance with manufacturer's
written instructions. Do not omit preparatory steps or installation procedures,
unless specifically modified or exempted by Contract Documents.
D. Documentation: The CONTRACTOR shall document that CONTRACTOR has
conformed to Manufacturer's Requirements and submit written documentation to
OWNER.
1.04 TRANSPORTATION AND HANDLING
A. Coordination with Schedule: Arrange deliveries of products, materials, and
equipment in accordance with Construction Progress Schedules. Coordinate to
avoid conflict with work and conditions at site.
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1. Store materials and equipment in accordance with manufacturer's
instructions, with seals and labels intact and legible.
2. Store materials and equipment, subject to damage by elements, in
weather tight enclosures.
4. Maintain temperature and humidity within ranges required by
manufacturer's instructions.
C. Accessible Storage: Arrange storage in a manner to provide easy access for
inspection and inventory. Make periodic inspections of stored materials or
equipment to assure that materials or equipment are maintained under specified
conditions and free from damage or deterioration.
1. Perform maintenance on stored materials of equipment in accordance with
manufacturer's instructions, in presence of OWNER or ENGINEER.
2. Submit a report of completed maintenance to ENGINEER with each
Application for Payment.
3. Failure to perform maintenance, to notify ENGINEER of intent to perform
maintenance or to submit maintenance report may result in rejection of
material or equipment.
D. OWNER'S Responsibility: OWNER assumes no responsibility for materials or
equipment stored in buildings or on-site.
E. CONTRACTOR'S Responsibility:
1. CONTRACTOR assumes full responsibility for protection of the
equipment.
2. CONTRACTOR assumes full responsibility for protection of completed
construction and installation. Repair and restore damage to completed
Work equal to its original condition.
D. Special Equipment: Use only rubber tired wheelbarrows, buggies, trucks, or
dollies to wheel loads over finished floors, regardless if the floor has been
protected or not. This applies to finished floors and to exposed concrete floors as
well as those covered with composition tile or other applied surfacing.
E. Surface Damage: Where structural concrete is also the finished surface, take
care to avoid marking or damaging surface.
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MOBILIZATION AND DEMOBILIZATION
SECTION 01 7113
PART 1 — GENERAL
1.01 SCOPE:
A. The work consists of the mobilization and demobilization of the contractor's
forces and equipment necessary for performing the work required under the
contract. It does not include mobilization and demobilization for specific items
of work for which payment is provided elsewhere in the contract. Mobilization
will not be considered as work in fulfilling the contract requirements for
commencement of work.
1.02 MOBILIZATION:
A. Mobilization shall include all activities and associated costs for transportation
of contractor's personnel, equipment, and operating supplies to the site;
establishment of offices, buildings, and other necessary general facilities for
the contractor's operations at the site; premiums paid for performance and
payment bonds including coinsurance and reinsurance agreements as
applicable; and other items specified in this specification.
1.03 DEMOBILIZATION:
A. Demobilization shall include all activities and costs for transportation of
personnel, equipment, and supplies not required or included in the contract
from the site; including the disassembly, removal, and site cleanup of offices,
buildings, and other facilities assembled on the site specifically for this
contract.
PART 2 — PRODUCTS
As specified in applicable sections of the Contract Documents.
PART 3 — EXECUTION
Mobilization schedule shall be presented at the Preconstruction Meeting.
Notification of changes in mobilization and demobilization schedules shall be
submitted to the Owner 48 hours in advance of mobilization / demobilization
activities.
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CLEANING UP
SECTION 01 74 00
PART 1 — GENERAL
1.01 DESCRIPTION OF WORK
A. During its progress, the work and the adjacent areas affected thereby shall be
cleaned up and all rubbish, surplus materials, and unneeded construction
equipment shall be removed and all damage repaired so that the public and
property owners will be inconvenienced as little as possible.
B. Where material or debris has washed or flowed into or been placed in existing
watercourses, ditches, gutters, drains, pipes structures, work done under this
contract, or elsewhere during the course of the Contractor's operations, such
material or debris shall be entirely removed and satisfactorily disposed of during
the progress of the work, and the ditches, channels, drains, pipes, structures,
and work, etc., shall, upon completion of the work, be left in a clean and neat
condition.
C. On or before the completion of the work, the Contractor shall, unless otherwise
especially directed or permitted in writing, tear down and remove all temporary
buildings and structures built by him; shall remove all temporary works, tools, and
machinery or other construction equipment furnished by him; shall remove,
acceptably disinfect, and cover all organic matter and material containing organic
matter in, under, and around privies, houses, and other buildings used by him;
shall remove all rubbish from any grounds which he has occupied; and shall
leave the roads and all parts of the premises and adjacent property affected by
his operations in a neat and satisfactory condition.
D. Upon completion of the work, the Contractor shall remove from the sites of the
subsurface explorations all of his plant, machinery, tools, equipment, temporary
work, and surplus materials; shall, unless otherwise directed or permitted in
writing, remove all rubbish from any grounds which he has occupied; and shall
leave the roads and all parts of the premises and adjacent property affected by
his operations in a neat and satisfactory condition.
E. The Contractor shall thoroughly clean all materials and equipment installed by
him and his sub -contractors, and on completion of the work shall deliver it
undamaged and in fresh and new -appearing condition. All mechanical equipment
shall be left fully charged with lubricant and ready for operation.
F. The Contractor shall restore or replace, when and as directed, any public or
private property damaged by his work, equipment, or employees, to a condition
at least equal to that existing immediately prior to the beginning of operations. To
this end the Contractor shall do as required all necessary highway or driveway,
Village of Mount Prospect
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CLOSEOUT PROCEDURES
SECTION 01 77 00
PART 1 —GENERAL
1.01 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed,
Work has been inspected, and that Work is complete in accordance with
Contract Documents and ready for Engineer's review.
B. Provide submittals to Engineer that are required by governing or other
authorities.
C. Submit final Application for Payment identifying total adjusted Contract Sum,
previous payments, and sum remaining due.
1.02 FINAL CLEANING
A. Provide final cleaning prior to final acceptance.
B. Clean interior and exterior, surfaces exposed to view; remove temporary labels,
stains and foreign substances, polish transparent and glossy surfaces.
C. Clean equipment and fixtures to a sanitary condition with cleaning materials
appropriate to the surface and material being cleaned.
D. Clean site; sweep paved areas, rake clean landscaped surfaces.
E. Remove waste and surplus materials, rubbish, and construction facilities from the
site.
1.03 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual
revisions to the Work:
1. Drawings.
2. Specifications.
3. Addenda
4. Change Orders and other modifications to the Contract.
5. Reviewed Shop Drawings, Product Data, and Samples.
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SITE PREPARATION
SECTION 02 01 00
PART 1 — GENERAL
1.01 DESCRIPTION
A. Provide labor, material, tools and equipment to prepare site as indicated and
specified.
PART 2 — PRODUCTS
As specified in applicable sections of the Contract Documents.
PART 3 — EXECUTION
3.01 EXISTING TREES AND VEGETATION
A. Avoid cutting or injuring trees and vegetation outside easement line and outside
areas to be cleared as indicated, without Engineer's permission.
B. Accept responsibility for damages outside these lines.
C. Remove trees within permanent and temporary easement as designated by
Engineer.
3.02 CLEARING
A. Cut or remove trees, brush, and other vegetative matter such as snags, bark and
refuse, from areas to be cleared.
B. Cut trees, stumps, and stubs to be cleared, except where clearing done by
machinery, as close to ground surface as practicable, but no more than 6 in.
above ground surface for small trees and 12 in. for larger trees.
3.03 GRUBBING, STRIPPING, DISPOSAL
A. Remove stumps and roots larger than 3 in. in diameter to a depth of 12 in., and
roots larger than '/z in. in diameter to a depth of 6 in. Measure depths to cut from
existing ground surface or proposed finished grade, whichever is lower.
B. Strip stumps, roots, foreign matter, topsoil and unsuitable earth from ground
surface. Utilize topsoil insofar as possible for finished surfacing.
C. Promptly dispose off site material from clearing and grubbing not reused or
stockpiled. In doing so, observe all applicable laws, ordinances, rules and
Village of Mount Prospect
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DEMOLITION
SECTION 02 41 00
PART 1 — GENERAL
1.01 SCOPE
A. This work shall consist of the complete removal of the existing control cabinets,
concrete foundation and concrete pads.
B. Cabinet removal.
1. Equipment to be removed will include, but is not limited to:
a. Cabinet and internals (fuses, breakers, panels, cable, meter
fitting.
b. Concrete foundation and pad, including conduits and ground
rods and conductors.
1.02 SCHEDULING
A. Perform Work in manner which will provide least interference and most protection
to the public. Contractor's operations subject to approval by Owner prior to
commencement of Work.
B. Carefully coordinate time and manner of demolition work with Engineer to assure
continued operation of existing facilities and to maintain construction schedule
requirements.
1.03 SITE CONDITIONS
A. Known underground piping, foundations, and other underground obstructions in
vicinity of new construction are shown on Drawings.
B. Protect underground facilities encountered during excavation until it is determined
whether they are active or inactive. Repair, without compensation, existing active
facilities shown on Drawings damaged during operations.
C. Notify Engineer and Owner of unexpected subsurface conditions and discontinue
Work in area until Owner provides notification to resume Work.
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3.03 UTILITY IDENTIFICATION, RELOCATES AND PROTECTION
A. Active utilities which do not interfere with the Work shall be supported and
protected from damage. After Engineer review and obtaining the utility's approval,
relocate or remove active utilities which will interfere with Work. The Contractor
shall pay for all damage to active utilities and for relocation or removal of all
interfering utilities which are ascertainable from Drawings, surveys or site
inspection, including J.U.L.I.E meet to be scheduled by the Contractor.
3.04 EXPOLOSIVES
A. Explosives: Use of explosives not permitted.
3.05 DEMOLITION OF ELECTRICAL ITEMS
A. Examination:
1. Verify that abandoned wiring and equipment serve only abandoned
facilities.
2. Demolition drawings are based on cursory field observation and
existing record documents. Report discrepancies to Owner before
disturbing existing installation.
B. Preparation:
1. Before beginning underground demolition, contact Owner, and local
utilities locating service JULIE at least 24 hours before digging.
2. Contact Owner to determine equipment items are to be salvaged and
delivered to storage area. Other equipment shall become property of
Contractor and shall be removed from job site.
3. Coordinate utility service outages with utility company,
C. Demolition:
1. Disconnect and remove following.
a. Control cabinets
b. Foundation
c. Work Pad
d. Ground rods and cables.
3.06 HANDLING OF DEMOLISHED MATERIALS
Village of Mount Prospect
Melas Park Electrical Upgrades 024100-3
be charged to Contractor and deducted from monies due or to become due it
under this contract.
B. Upon completion of demolition work in each area, thoroughly clean area of
materials not to remain.
C. Remove materials adhered to construction to remain.
D. Leave areas in broom clean condition.
PART 4 — MEASUREMENT AND PAYMENT
4.01 MEASUREMENT:
A. Measurement will not be made for the Work specified in this Section,
4.02 PAYMENT
A. Payment for the Work specified in this Section will be made at the lump sum
price for DEMOLITION.
--- END OF SECTION ---
Village of Mount Prospect
Melas Park Electrical Upgrades 024100-5
ii. Where additions and modifications are made to existing equipment,
provide drawings which include both retained existing equipment
and new work.
iii. For informational purposes only, submit equipment installation
instructions in separate submittals from other shop drawings.
iv. Shop drawings and data are required for the following list:
1. Control Cabinet
2. Circuit Breakers
3. Meter Fitting
4. Non -Fusible Disconnect Switch
5. Conduit and Fittings
6. Wire and Cable
7. Wiring Devices
8. Record Drawings
v. Mark shop drawings and data submitted to indicate items
applicable to this specific contract.
vi. Include one -line diagrams, schematic diagrams and wiring
diagrams.
vii. Install permanent nameplates on all receptacles, identifying
corresponding breakers. Ensure position of nameplates readable
after equipment installation.
viii. Submit arc flash calculation for each cabinet and provide plastic
coated label on each control panel door with the results of the
study. The labels shall be in accordance with Article 130.5 (C) of
the NFPA 70E and ANSI Z535.4. Labels shall include the nominal
system voltage, arc flash boundary, incident energy level, working
distance, and Hazard/Risk Category.
1.04 QUALITY ASSURANCE:
A. Provide in accordance with Section 01 43 00 and as specified.
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Melas Park Electrical Upgrades 26 05 00-2
All modifications to equipment, panels or cabinets shall be made in a
professional manner with all coatings repaired to match existing.
B. Provide temporary wiring as needed for equipment intended to operate during
alterations.
C. Where existing equipment including wiring is in the way of new Work and is
required to be relocated, disconnect electrical circuits, relocate equipment as
directed, and reestablish circuits.
PART 2 — PRODUCTS
2.01 MATERIALS
A. Standard Products
The equipment furnished shall be standard products in production by reputable
companies regularly engaged in the manufacture of high-quality equipment of the
type specified. Similar equipment shall have been in satisfactory and successful
operation for a period of at least two years. All parts of the specified equipment
shall be so designed as to be especially adapted for the service required and
shall be proportioned, enclosed, or guarded as to have ample and liberal strength
and stability to withstand, without damage, the stresses to which they may be
subjected during erection or operation. The component parts of duplicate items
shall be fabricated on a principle of interchangeability to facilitate ready
replacement.
B. Materials
All material incorporated in the equipment shall be new and of first-class quality,
free from injurious defects and imperfections, and of the classifications and
grades designated. Materials not specifically designated herein shall be subject
to the review of the Owner's Representative and shall be suitable for the purpose
intended.
C. Identification Symbols and Nomenclature
Identification symbols and nomenclature where used throughout these
Specifications are the same as those shown on the Drawings. Paragraphs of the
Specifications describing the requirements of a single item of equipment shall
apply equally to all identical items of equipment to be furnished.
D. Power Company: Secondary metering equipment furnished by power company
as follows:
1. Meter
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Melas Park Electrical Upgrades 26 05 00-4
Representative, for review, the proposed changes and upon review by the
Owner's Representative, proceed with the installation of such changes without
additional cost to the Owners.
B. The Contractor shall maintain at the site a set of black -line prints on which shall
be accurately shown the actual installation of all Work done under Division 26
and any variation from the Contract Drawings as reviewed by the Owner's
Representative including changes in sizes, locations, and dimensions shall be
indicated thereon. At the conclusion of the Work, the Contractor shall furnish
record drawings in accordance with the General Conditions and as specified
herein.
3.02 INSTALLATION
A. General: Examine the areas and conditions under which electrical work is to be
installed or performed and remedy any conditions detrimental to the proper and
timely completion of the Work. Do not proceed with the Work until unsatisfactory
conditions have been corrected.
B. Existing Facilities: Verify existence, location, and operation of existing electrical
facilities to be abandoned, removed, altered, modified and/or temporarily
relocated to allow activities during construction of the Work.
C. Install electrical work. Meet requirements of these Specifications, product
manufacturer's instructions, recommended tolerances, and recommended
procedures and as indicated by final reviewed submittals for the Work.
D. Trenching and Backfilling. Unless otherwise specified, trenching and backfilling
for conduit, cable, etc. shall be in accordance with IDOT Standard Specifications.
3.04 METERING EQUIPMENT:
A. Install metering equipment as follows:
Ensure that metering equipment installation shall be in accordance with
requirements of Power Company by submitting drawings, sketches,
catalog information and other appropriate material for power company
approval.
3.05 DEMOLITION:
A. Survey the existing electrical systems and equipment identified for removal with
representative from the other trades prior to performing any demolition work.
Identify all conduit and equipment to be removed with tags or paint. The Owner
will indicate any equipment to be removed and given to the Owner.
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Melas Park Electrical Upgrades 26 05 00-6
3.11 DRAWINGS AND SPECIFICATIONS:
A. Drawings and specifications are typical of work to be done and of the
arrangement desired. Provide accessories and appurtenances which the
Engineer deems functionally necessary for a complete installation, whether or not
explicitly indicated or described.
A set of red -lined "as -built" electrical drawings shall be carefully
maintained at the job site. Actual condition are to be put on the Drawings
in red on a daily basis so the drawings will continuously show location and
routing of conduits, pull boxes, circuit numbers, and other information as
required.
2. At the completion of the project, provide two sets of drawings that are
marked to show the as -installed equipment, devices, duct locations and
wiring. These sets are to be provided to the Owner. The markings on the
drawings are to be neat, clean and legible.
PART 4 — MEASUREMENT AND PAYMENT
Work specified in this Section will not be measured or paid for as a separate item, but
shall be considered as included in the prices bid for the various pay items of work
involved.
--- END OF SECTION ---
Village of Mount Prospect
Melas Park Electrical Upgrades 26 05 00-8
1.04 SUBMITTALS:
A. Submit the following in accordance with Section 01 33 00 - Submittals: Submit
shop drawings and manufacturer's product data in accordance with the
requirements of Section 26 05 00.
PART 2 - PRODUCTS
2.01 MANUFACTURERS:
A. A. 600V Cable:
Okonite Company.
Southwire Company, LLC.
USA Wire & Cable, Inc.
Or acceptable equivalent product.
B. Control and Metering Wire:
Belden Wire and Cable
Alpha Wire
2.02 MATERIALS AND COMPONENTS:
A. A. Furnish copper conductors. Material and stranding of conductors to conform to
ASTM B3, ASTM B33, and to ASTM B8, for the appropriate class.
B. All wire shall bear the date of manufacturing not older than 12 months.
C. Wires and Cables for Maximum 600 -Volt Service Circuits: Conductors shall be
Type USE -2, rated 900 wet and dry, and resistant to oils and chemicals.
D. Wires and Cables for Maximum 600 -Volt Roadway Lighting Circuits: Conductors
shall be Type RHW-2, rated 900 wet and dry, and resistant to oils and chemicals.
PART 3 - EXECUTION
3.01 GENERAL:
A. Perform work in accordance with the National Electrical Code.,.
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Melas Park Electrical Upgrades 26 05 16-2
made use a plastic -coated, self-adhesive, wire marker and where termination is
made use a, plastic, pre-printed sleeve wire marker.
C. In cases similar to above where terminal boards are provided for the control,
indicating, and metering wires, identify all wires including motor leads and other
power wires too large for connection to terminal boards, by sleeve wire markers
as specified above.
3.04 CONTRACT CLOSEOUT:
A. Provide in accordance with Section 01 77 00.
PART 4 — MEASUREMENT AND PAYMENT
4.01 MEASUREMENT:
A. Measurement will not be made for the Work specified in this Section.
4.02 PAYMENT
A. Payment for the Work specified in this Section will be made at the lump sum
prices for ELECTRICAL WIRES AND CABLES.
--- END OF SECTION ---
Village of Mount Prospect
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iii. Connecting hardware
PART 2 — PRODUCTS
2.01 MANUFACTURER'S COMPLIANCE:
A. Manufacturer's acceptance contingent upon products' compliance with the
specifications.
2.02 MANUFACTURERS:
A. Ground Rods:
1. ERICO Products Inc.
B. Exothermic Welding:
1. ERICO Products, Inc.
2. Or an acceptable equivalent product.
C. Connecting Hardware:
1. ERICO Products Inc.
2. Thomas and Betts
3. Or an acceptable equivalent product.
2.03 MATERIALS AND COMPONENTS:
A. Conductors:
1. Provide copper grounding conductors bare or insulated, sized as indicated
or as required by the NEC. Minimum bare conductor size shall be No. 2
AWG. Provide protection of conductors if physical damage would result
from direct exposure.
2. Provide bare conductors where conductors are buried in the earth or
where they are embedded in the concrete.
B. Ground Rods: Provide 5/8 -inch diameter, 10 -foot long copper -clad steel ground
rods where indicated. Where rock is encountered, grounding plates may be used
in lieu of grounding rods.
C. Connections:
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Melas Park Electrical Upgrades 26 05 26-2
C. Bury equipment grounding conductors 30 inches deep. Bring loops or taps up for
connection to equipment or other items to be grounded.
D. Where raceways are used to contain and protect grounding conductors, install in
accordance with Section 26 05 33.
E. Where bare grounding conductors are contained within metallic raceways, bond
ends of raceways to conductors.
F. Install loop type, low impedance, grounding system interconnecting all
components so at least two grounding connections are provided for each major
item of electrical equipment. Ensure that severing of any single grounding
conductor in this system does not remove grounding protection on any major
item.
G. Buried and concealed ground connections shall use exothermic welding.
H. Make accessible connections to structural members by exothermic welding
process or by bolted connector. Connections to equipment or ground bus by
bolted connectors.
3.02 INSTALLATION OF GROUND RODS:
A. Install ground rods near equipment as indicated on schematic. Install the top of
the rod 12 -in. below the ground surface.
B. Make connection to overall grounding system as indicated.
C. Ensure that final resistance of interconnected ground system is 5 ohms, or less.
Measure ground resistance in normally dry conditions, and not less than 48
hours after rainfall.
3.03 EQUIPMENT GROUNDING:
A. Ground each piece of electrical equipment by means of a grounding conductor
installed in raceway feeding that piece of equipment. Grounding conductors
installed in conduit with insulated conductors to be furnished with green, 600 -volt
insulation. Ground conductors are in addition to and not to be considered as the
neutral wire of the system.
B. Connect power transformer cases and neutrals to grounding system. Connect
neutral ground connection at transformer terminal. Provide two separate,
independent, diagonally opposite, connections for power transformers so
removal of one connection will not impair continuity of other.
Village of Mount Prospect
Melas Park Electrical Upgrades 26 05 26-4
ELECTRICAL CONDUIT
SECTION 26 05 33
PART 1 — GENERAL
1.01 SCOPE
This Section covers the general provision for furnishing and installing all
conduits, related boxes and fittings, and associated accessories as required for
the electrical power, control, annunciation, instrumentation, communication, and
lighting systems as shown on the Drawings and as specified herein. All
necessary hardware including, but not limited to screws, bolts, hangers, concrete
inserts, clamps, locknuts, bushings, sealing bushings, couplings, pulling -in irons,
identification tags, etc. shall be included.
1.02 QUALITY ASSURANCE
A. Acceptable Manufacturers
Shall include but not be limited to Allied Tube & Conduit, Republic Conduit,
Thomas & Betts Corporation and Wheatland Tube Company.
B. Applicable Standards
All Work shall conform to the applicable provisions of the codes, standards, and
Specifications, as specified herein, and the following:
Name Abbreviation
Specifications for Rigid Steel ANSI C80.1
Conduit, Zinc Coated
Specifications for Fittings for ANSI C80.6
Rigid Metal Conduit and Electrical
Metallic Tubing
Conduit Fittings and Accessories NEMA FB -1
Outlet Boxes and Fittings UL -514
National Electrical Code NEC
1.03 SUBMITTALS
A. The Contractor shall submit to the Owner's Representative for review drawings,
product specifications and descriptions, together with operating and maintenance
instructions, specified in Section 01 33 00 of all equipment furnished.
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Melas Park Electrical Upgrades 26 05 33-1
and equipped with approved means of providing electrical continuity of the
conduit run. Expansion joint fittings shall permit a small amount of
transverse movement as well as longitudinal movement. All couplings and
fitting joints shall be of the threaded type.
4. Aluminum shall not be used either for conduits, fittings, puliboxes, junction
boxes, or any other electrical device, unless otherwise specifically shown
on the Drawings.
B. PVC Coated Rigid Metal Conduit & Fittings
1. Conduit
The PVC coated rigid metal conduit shall be hot dip galvanized
inside and out with hot dipped galvanized threads. The interior
galvanizing shall be listed per UL 6. The exterior galvanizing shall
be listed per UL 6 as primary corrosion protection. Thread
protectors shall be used on the exposed threads of the PVC coated
conduit. PVC coated RMC steel conduit shall comply with UL 6,
ANSI C80.1, and NEMA RN -1 standards without exception.
ii. RMC conduit provided with a primary coating that is prepared or
modified for the application of an additional primary coating shall
undergo the preparation process prior to being subjected to the
tests in UL 6 Section 6.2 (Protective coatings).
iii. The PVC coating, in compliance with NEMA RN -1, shall be nominal
40 mils (1 mm) in thickness continuous over the entire length of the
conduit except at the threads, and be free of blisters, bubbles or
pinholes. PVC shall be UL listed as a primary corrosion protection.
iv. A urethane coating shall be uniformly and consistently applied to
the interior of conduit. This internal coating shall be a nominal 2
mils (.05 mm) thickness. All male threads on elbows and nipples
shall be protected by this same application of urethane coating.
v. Coated couplings shall be used with coated conduit. The thickness
of the coating on couplings shall be at least equal to the thickness
of the coating on the conduit. Each coated coupling shall have a
flexible PVC sleeve which extends from each end of the coupling
and which will overlap the PVC coating on the conduit when the
coupling has been installed on the conduit. The length of the sleeve
extension(s) shall be at least equivalent to the nominal Trade Size
(Metric Designator) for sizes up through 1-1/2 (41). For Trade Size
(Metric Designator) 2 (53) through 6 (155), the length of the sleeve
extension(s) shall be at least 2 inches (51 mm). The PVC sleeve
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Melas Park Electrical Upgrades 26 05 33-3
3. Hazardous Location Fittings
i. Hazardous location fittings, prior to PVC coating must be UL Listed.
All female ends of PVC coated conduit fittings shall have a flexible
PVC sleeve which extends from the female ends of the fitting and
which will overlap the PVC coating on the conduit when the fitting
has been installed on the conduit. The length of the sleeve
extension(s) shall be at least equivalent to the nominal Trade Size
(Metric Designator)for sizes up through 2 (53). For Trade Size
(Metric Designator) 2 (53) through 6 (155), the length of the sleeve
extension(s) shall be at least 2 inches (51 mm). The PVC sleeve
shall be a nominal thickness of 40 mils (1 mm) in thickness. The
inside diameter of the overlapping sleeve shall be less than the
outside diameter of the PVC -coated conduit.
4. Struts, Hangers and Clamps
Right angle beam clamps and U -bolts shall be specially formed and
sized to snugly fit the outside diameter of the PVC coated conduit.
Support products such as ferrous strut, beam clamps, pipe straps,
clamp back spacers, conduit clamp hangers and all thread rods
shall have minimum 15 mil (0.4 mm) PVC coating by the
manufacturer of the ERMC conduit and system components.
C. Flexible Liquid -Tight Conduit
1. Flexible liquid -tight conduit shall be "Sealtite Type LIX..
2. The conduit shall consist of an interlocked galvanized steel core and a
liquid tight cover made of polyvinyl chloride synthetic resin. A ground
bonding conductor shall be included.
D. Electrical Metallic Tubing (EMT) and Related Fittings
Electrical metallic tubing shall comply with FS WW -C-563 and ANSI
C80.3. EMT fittings shall comply with FS W -F-408. EMT shall be provided
only as shown on the Drawings or as otherwise specified in other Sections
of these Specifications. Couplings, connectors and other fittings for EMT
shall be cadmium or zinc plated steel, or cadmium plated malleable iron
and shall be rain tight, compression type.
E. Rigid Nonmetallic Conduit
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Melas Park Electrical Upgrades 26 05 33-5
raceway conduits and fittings shall be in accordance with these Specifications,
manufacturers' recommendations, applicable standards, codes and regulations,
and best engineering practices.
B. Installation of Rigid Steel Conduit
Installation of all conduits, boxed fittings, and accessories shall conform to
the requirements of the "National Electrical Code", insofar as this is
applicable. During installation, precaution shall be taken to protect the
conduits and conduit threads from mechanical injury. The ends of conduits
shall be sealed in an approved manner during installation whenever the
work is interrupted. Runs shall be sealed upon completion by the use of
caps and discs or plugs. The seals shall be maintained, except during
inspection and tests, until the conductors are pulled in. Conduits shall be
inspected before conductors are installed and thoroughly cleaned of water
and dirt by means of compressed air, swabs or other approved methods.
Conduits shall be checked for freedom from obstructions by pulling a
wooded mandrel of the proper size through the conduit. All boxes and
fittings shall be kept closed and free from dirt, moisture, and debris.
2. Each run of conduit between boxes or equipment shall be electrically
continuous. Threads shall conform to ANSI -132.1 standards for taper pipe
threads. Conduits shall be cut square, ends reamed and threads cut with
approved dies. Running or non-tapered threads will not be permitted.
Conduits entering slip holes in boxes shall be secured with a locknut on
each side at the box wall and terminated with bushings.
3. Threaded conduit joints shall be made watertight by use of red lead and
oil, white lead and oil, or other approved compounds. Threaded joint
compound shall be electrically conductive.
4. Exposed conduit shall be 3/4 inch IPS or larger and shall run in straight
lines parallel to walls, beams or columns. Required offsets shall be
accomplished by use of uniform offsets, bends, conduit fittings, or
standard boxes. Where conduits are grouped, the offsets shall be made in
a manner which will present a uniform and symmetrical appearance.
5. Conduits shall be supported as required by NEC. Capped conduit and
conduit terminating in boxes or fittings shall be supported as close to the
terminal as possible but in no case farther than 3 feet from the terminal.
Galvanized clamps, U -bolts, and J -bolts shall be used to fasten conduits.
Boxes and equipment housings shall be supported independently of the
conduits. Conduits and boxes shall not be fastened directly to concrete but
shall be spaced away by means of one inch galvanized metal channels or
spacers. Machine screws or bolts set in concrete inserts or cinch anchors
shall be used for securing clamps and boxes to concrete or to steel
Village of Mount Prospect
Melas Park Electrical Upgrades 26 05 33-7
12. Where conduits cross expansion joints or contraction joints, they shall be
installed perpendicular to the plane of the joint and shall have expansion
fittings.
Expansion fittings shall be as follows:
i. Expansion fittings for exposed conduit shall have external bonding
jumpers for ground continuity and shall be O.Z. Electrical Mfg. Co.
Type Ex, Crouse -Hinds Type XJ, or equal.
ii. Expansion fittings embedded in concrete shall be expansion
deflection type consisting of molded neoprene sleeves with bonding
jumpers passing through separate waterproof compartments, and
two silicon bronze couplings. They shall permit a 3/4 -inch
expansion and contraction and a 3/4 -inch deflection without
deformation.
13.AI1 conduits shall be installed as shown on the Drawings, with the exact
location and routing to be determined in the field as required.
14. Cable runs shall be segregated so that no two of the following types of
cable occupy the same conduit:
i. 240-V power cable.
ii. 240/120-V, AC, miscellaneous lighting and receptacle circuit cable;
plug-in type.
iii. 240/120-V, AC, power and control cable.
iv. Low voltage or current, DC, control cable.
v. Instrumentation cable.
15. Conduits penetrating walls, ceilings and floors of buildings and/or
structures shall be sealed as shown on the Drawings. Sealing of conduit
ID shall be by combination seal/drain fittings where shown on the
Drawings. Sealing of conduit OD shall be by means of conduit sleeve and
sealing compound. Sealing compound shall be of a type approved for the
conditions and use.
C. Installation of PVC Coated Rigid Steel Conduit
1. Installers of the PVC -coated galvanized rigid conduit system must be
certified by the manufacturer and be able to present a valid, unexpired
certified installer card prior to starting installation. All clamping, cutting,
Village of Mount Prospect
Melas Park Electrical Upgrades 26 05 33-9
3. The conduit shall be cut square. All burrs shall be removed from the inside
and outside of the conduit.
4. Bending:.
L Bending of the conduit shall be made so that the conduit will not be
injured and the internal diameter of the conduit will not be
effectively reduced. Bends shall be made with a standard PVC pipe
bending equipment.
ii. The conduit section shall be heated evenly over the entire length of
the bend. The use of torches or other flame -type devices will not be
allowed. Sections showing evidence of scorching or discoloration
shall not be acceptable for use on the project.
iii. The radius of the bend shall not be less than that shown in Table
346-10 of the National Electric Code.
5. Joints:
All joints shall be test mated without forcing. The socket depth of
the fitting shall be marked on the outside of the conduit without
scratching or damaging the surface. The conduit should enter the
fitting for the full depth of the socket depth.
ii. Before applying cement, the surfaces to be joined shall be wiped
clean and free of dirt, oil, grease or moisture. The solvent cement
shall be applied to the conduit and fittings quickly, consistent with
good workmanship. Under conditions of high humidity, a second full
coating of cement shall be applied to the conduit before insertion.
iii. Immediately after applying the coat of cement to the conduit and
fittings, the conduit shall be inserted into the fitting socket until it
bottoms at the fitting shoulder. The conduit shall be turned 1/4 turn
during insertion to distribute the cement evenly. Excess cement
shall be wiped away from the outside of the joint.
iv. Newly assembled joints shall be handled carefully until the cement
has gone through the set period. The recommended set periods are
related to temperature as follows:
60 to 100 degrees F: 30 minutes
40 to 60 degrees F: 1 hour
20 to 40 degrees F: 2 hours
0 to 20 degrees F: 4 hours
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3.03 PAINTING
(Not applicable in this Section).
PART 4 — MEASUREMENT AND PAYMENT
4.01 MEASUREMENT:
A. Measurement will not be made for the Work specified in this Section.
4.02 PAYMENT
A. Payment for the Work specified in this Section will be made at the lump sum
prices for ELECTRICAL CONDUIT.
--- END OF SECTION ---
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5. Underwriters Laboratories (UL), pertaining to electrical identification
systems:
a. 969-1991 - Marking and Labeling Systems.
1.03 SUBMITTALS
A. Refer to DIVISION 1 and SECTION 26 05 00 — ELECTRICAL WORK —
GENERAL for administrative and procedural requirements for submittals.
B. Includes, but not limited to, the following:
1. Product Data: Submit manufacturer's data on electrical identification
materials and products.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Subject to compliance with requirements, provide electrical identification products
of one of the following (for each type marker):
1. Brady USA, Inc.
2. Ideal Industries, Inc.
3. Panduit Corp.
4. Seton Name Plate Co.
5. Thomas and Betts Corp.
6. Approved Equivalent.
2.02 ELECTRICAL IDENTIFICATION MATERIALS
A. General: Except as otherwise indicated, provide manufacturer's standard
products of categories and types required for each application. Where more than
single type is specified for an application, selection is Contractor's option; but
provide single selection for each application.
B. Underground Type Plastic Line Marker:
1. General: Permanent, bright -colored, continuous -printed plastic tape
marker, intended for direct -burial service; not less than 6 inches wide x 4
mils thick. Provide tape marker with printing which most accurately
Village of Mount Prospect
Melas Park Electrical Upgrades 26 05 53-2
PART 3 - EXECUTION
3.01 APPLICATION AND INSTALLATION
A. General Installation Requirements:
Install electrical identification products as indicated, in accordance with
manufacturer's written instructions and requirements of NEC.
2. Coordination: Where identification is to be applied to surfaces which
require finish painting, install identification after completion of painting.
3. Regulations: Comply with governing regulations and requests of
governing authorities for identification of electrical work.
B. Underground Conduit Identification Marker:
General: During back-filling/top-soiling of each exterior underground
direct buried electrical, signal or communication conduit, install
continuous underground -type plastic line marker, located directly over the
direct buried conduit at 12 inches below finished grade.
2. Install line marker for every conduit below grade.
C. Wire/Cable Identification Bands.
General: Apply cable/conductor identification bands, including circuit
number, on each wire/cable in each box/enclosure/cabinet where wires of
more than one circuit or communication/signal system are present. Match
identification with marking system used in panelboards, shop drawings,
contract documents, and similar previously established identification for
project's electrical work.
D. Operational Identification and Warning Plasticized Tags and Metal Signs and
Plastic Signs:
1. General: Wherever reasonably required to ensure safe and efficient
operation and maintenance of electrical systems, and electrically
connected mechanical systems and general systems and equipment,
including prevention of misuse of electrical facilities by unauthorized
personnel, install signs with instruction or warnings. Where detailed
instructions or explanations are needed, provide melamine labels with
clearly written messages adequate for intended purposes.
E. Danger Signs:
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Melas Park Electrical Upgrades 26 05 53-4
CONTROL CABINETS
SECTION 26 09 27
PART 1 - GENERAL
1.01 SCOPE
This Section covers the general provision for furnishing and installing two control
cabinets and all internal components required to provide electrical power use
during events held by the Village at Melas Park.
1.02 QUALITY ASSURANCE
A. Acceptable Manufacturers:
Excel Ltd, Inc.
888 East Belvidere Road, Unit 405
Grayslake, IL 60030
(847) 543-9138
B. Applicable Standards
All Work shall conform to the applicable provisions of the codes, standards, and
Specifications, as specified herein, and the following:
Name
Abbreviation
Enclosures for Electrical Equipment, UL 50
Non -Environmental Considerations
Standard for Wired Cabinets
UL 65
Standard for Industrial Control Panels UL 508A
National Electrical Code
1.03 SUBMITTALS
NEC
A. The Contractor shall submit to the Owner's Representative for review drawings,
product specifications and descriptions, as specified in Section 01 33 00 for all
equipment furnished. This submittal shall include layout drawings showing
components and wiring.
Village of Mount Prospect
Melas Park Electrical Upgrades 26 09 27-1
B. COMPONENTS
1. Surge Arrester. The control cabinet shall be protected by a surge arrester.
Leads shall not be spliced and shall be kept as short as possible. The
surge arrester shall be mounted as far from other components as possible
or shall be isolated by a barrier.
The surge arrester shall be of the brand and model shown in the plans,.
2. CT Cabinet with Meter Fitting. A ComEd approved CT cabinet with meter
fitting shall be attached to the cabinet as shown in the plans. The selected
meter fitting shall be applicable to the voltage, phasing and load capacity
shown on the plans. Mounting shall be in accordance with ComEd
requirements.
3. Circuit Breakers. Breakers shall be shall be meet the requirements below
and as shown in the plans. Main circuit breakers shall be standard listed
molded case, thermal -magnetic panel mount type circuit breakers. Branch
shall have a listed interrupting rating of not less than 10,000 RMS
symmetrical amperes at rated circuit voltage for which the breaker is
applied. The number of branch circuit breakers shall be as indicated on
the Control Cabinet detail drawings.
4. Panelboard. Panelboards shall be rated at 400A and support 42 circuits.
5. Ground & Neutral Bus Bars. Separate ground and neutral bus bars shall
be provided. The ground bus bar shall be copper, mounted on the
equipment panel, fitted with sufficient connectors of the type shown on the
plans, as a minimum. The neutral bar shall be similar. The heads of
connector screws shall be painted white for neutral bar connectors and
green for ground bar connectors.
6. Interior Lighting and Receptacle. When specified, the cabinet shall have
an auxiliary device circuit at 120V single phase to supply a convenience
receptacle and LED cabinet light. The auxiliary circuit shall have
overcurrent protection per NEC requirements. The interior lighting fixtures
shall be of type shown in the plans. The light fixture shall be switched from
a single pole, single throw, 20A door switch. A 20A duplex receptacle,
ground fault interrupting, premium specification grade shall be furnished in
a 4 -inch square box with cover, for 120 V auxiliary use.
7. GFCI Receptacles. Receptacles on the load side of the cabinet shall be
single 120V, 20A receptacle with pilot light, ground fault interrupting,
Village of Mount Prospect
Melas Park Electrical Upgrades 26 09 27-3
PARKING LOT LIGHTING WORK
SECTION 26 09 50
PART 1 — GENERAL
1.01 SCOPE
This Section covers the requirements for the repair, replacement or relocation of
the circuits feeding the existing roadway lighting along the Melas Park entrance
drive. This lighting is currently fed from the west electric cabinet that will be
replaced as part of this project. This work may be required if the existing cables
cannot be pulled from the existing conduit feeding the roadway lighting to allow
for removal of the existing cabinet foundation and installation of the new
foundation.
1.02 RELATED WORK
A.
Section 26 05 00
B.
Section 26 05 16
C.
Section 26 05 26
D.
Section 26 05 33
E.
Section 26 05 53
F.
Section 26 09 27
G.
Section 26 27 30
1.03 SUBMITTALS
Electrical Work
Electrical Wires and Cables
Grounding
Electrical Conduit
Electrical Identification
Control Cabinets
Electrical Connections
Submit the following in accordance with Section 01 33 00 - Submittals: Submit
shop drawings and manufacturer's product data in accordance with the
requirements of Section 26 05 00.
PART 2 — PRODUCTS
i 01il1�1�
Conduit for roadway lighting circuits shall meet the requirements for High Density
Polyethylene conduit, as defined in Section 26 05 33: Electrical Conduit. Conduit
shall be installed in accordance with Section 810 of the IDOT Standard
Specifications.
2.02 CABLE
Village of Mount Prospect
Melas Park Electrical Upgrades 26 09 50-1
ELECTRIC SERVICE INSTALLATION
SECTION 26 20 00
PART 1 — GENERAL
1.01 SCOPE
This Section covers the requirements for the disconnection of electric services,
removal of the existing service installation, installation of the new service
installations and reconnection of the electric service as specified in detail in other
parts of this Section, other related Sections and/or as shown on the Drawings.
The Contractor shall coordinate the requirements of the various parts of this
Section of the Specifications with the Drawings when ordering materials or
performing Work in conformance with the applicable provisions of this Section.
1.02 RELATED WORK
A. Section 26 05 00: Electrical Work
PART 2 — PRODUCTS
2.01 ELECTRICAL SERVICES
The Commonwealth Edison Company will disconnect existing electrical power at
the two service locations:
A. West cabinet — 120/240 volt, 400 amp, single (1) phase, three (3) wire, 60
Hertz. Note that ComEd will be upgrading this transformer concurrently with
this project.
B. East cabinet — 120/208 volt, 200 amp, three (3) phase, four (4) wire, 60 Hertz.
The Contractor's responsibility shall be to remove the existing service
connections, including, conduit, cable, mounting hardware, etc and provide a
new service connection between the service pole and the new Control Cabinet
as specified in Part 3 of this Section and as shown on the Drawings.
Commonwealth Edison will reconnect the services upon completion and
inspection of this work.
2.02 UTILITY METERS
Furnished by Utility Company.
2.03 UTILITY METER BASE
Furnished by Contractor.
Village of Mount Prospect
Melas Park Electrical Upgrades 26 20 00-1
prices for:
1. ELECTRIC SERVICE INSTALLATION
2. ELECTRIC SERVICE UTILITY FEE
a, Includes an allowance of $3,500 for the cost of work by
Commonwealth Edison Company to provide the electrical
service disconnect and reconnect. The final contract amount
will be adjusted up or down in direct relation to the complete
and final billing from Commonwealth Edison Company for
their work. At the discretion of the Owner, this fee may be
paid directly to the utility company by the Owner in which
case the Allowance shall be rebated to the Owner.
--- END OF SECTION ---
Village of Mount Prospect
Melas Park Electrical Upgrades 26 20 00-3
3. Junction boxes and disconnect switches required for connecting motors
and other electrical units of Equipment in Applicable DIVISION 26
Sections.
4. Electrical connections to all Equipment in other Divisions unless
specifically indicated otherwise.
5. Electrical identification for wire/cable conductors: SECTION 26 05 53 -
ELECTRICAL IDENTIFICATION.
6. Raceways and wires/cables required for connecting motors and other
electrical units of Equipment: Applicable DIVISION 26 sections.
1.02 REFERENCES
A. Applicable Standards: Comply with applicable requirements of following
standards.
1. American National Standards Institute (ANSI):
a. ANSI/EIA RS -364-21A - Insulation Resistance Test,
2. Institute of Electrical and Electronic Engineers (IEEE):
a. 241 - IEEE Recommended Practice for Electric Power Systems in
Commercial Buildings, pertaining to connections and terminations.
3. National Fire Protection Association (NFPA):
a. 70 - National Electrical Code (NEC): Comply with applicable
requirements of NEC as to type of products used and installation of
electrical power connections (terminals and splices), junction boxes,
motor starters, and disconnect switches.
4. Underwriters Laboratories (UL) Compliance: Provide electrical connection
products and materials which are UL -listed and labeled. Comply with
applicable requirements of the following standards:
a. 486A -Wire Connectors and Soldering Lugs for use with Copper
Conductors.
b. 486C - Splicing Wire Connectors.
c. 486D - Insulated Wire Connectors for use with Underground
Conductors.
Village of Mount Prospect
Melas Park Electrical Upgrades 26 27 30-2
p. Approved Equivalent.
2. Tape:
a. 3M 33+.
b. Bishop Bi -seal.
c. Approved Equivalent.
3. Terminal Blocks:
a.
Multi -Amp Corp.
b.
States Company.
c.
General Electric.
d.
Buchanan.
e.
Square D Company.
f.
Marathon
g.
Allen Bradley.
h.
Approved Equivalent.
2.02 MATERIALS AND COMPONENTS
A. General: For each electrical connection provide complete assembly of materials,
including, but not necessarily limited to, pressure connectors, terminals (lugs),
electrical insulating tape, electrical solder, electrical soldering flux, heat -
shrinkable insulating tubing, cable ties, stress cones, splice kits, termination kits,
solderless wirenuts, and other items and accessories as needed to complete
splices and/or terminations of types indicated or recommended for use by
accessories manufacturers for type services indicated. Electrical connectors shall
be marked for the suitable conductor material. All Equipment conductor
terminations shall be UL listed for 75oC conductors.
B. Connectors and Terminals: Provide UL -listed factory -fabricated electrical
connectors and terminals which mate and match, including sizes and ampacity
ratings, with Equipment terminals and which are recommended by Equipment
manufacturer for intended applications. Wirenut splices shall only be used for No.
10 AWG and No. 12 AWG lighting circuits, and receptacle circuits. Provide
silicone filled watertight/raintight wirenuts manufactured by King Technology, or
approved equivalent for receptacle circuits and light fixture circuits installed
outdoors and in wet locations. Provide compression connectors for all power
conductors #8 AWG and larger.
C. Use connectors with temperature ratings equal to or greater than those of the
wires being used.
D. Power Connectors (sizes 8-3 AWG) 600V and Below:
Village of Mount Prospect
Melas Park Electrical Upgrades 26 27 30-4
B. Coordinate with other work, including wires/cables, raceway installation, and
Equipment installation, as necessary to properly interface installation of electrical
connections for Equipment with other work.
C. Connect electrical power supply conductors to Equipment conductors in
accordance with Equipment manufacturer's written instructions and wiring
diagrams. Mate and match conductors of electrical connections for proper
interface between electrical power supplies and installed Equipment.
D. Cover splices with electrical insulating material equivalent to, or of greater
insulation rating, than electrical insulation rating of those conductors being
spliced.
E. Prepare cables and wires by cutting and stripping covering armor, jacket, and
insulation properly to ensure uniform and neat appearance where cables and
wires are terminated. Exercise care to avoid cutting through tapes which will
remain on conductors. Also avoid "ringing" copper conductors while stripping
insulation from wire.
F. Trim cables and wires as short as practicable and arrange routing to facilitate
inspection, testing, and maintenance.
G. Tighten connectors and terminals, including screws and bolts, in accordance with
equipment manufacturer's published torque tightening values for Equipment
connectors. Accomplish tightening by utilizing proper torquing tools, including
torque screwdriver, beam -type torque wrench, and ratchet wrench with
adjustable torque settings. Where manufacturer's torquing requirements are not
available, tighten connectors and terminals to comply with torquing values
contained in UL 486A.
H. Adjust overhead door and coiling door travel limit switches and torque switches in
accordance with the manufacturer's instructions.
Connect all ground conductors to equipment ground bus, equipment ground lug,
or equipment enclosure (where no other equipment grounding provisions are
available).
J. Control conductor terminations made on terminal blocks or terminal strips shall
comply with the following:
All control terminations shall be made by inserting the stripped, bare,
conductor into the terminal wire clamp. No more than one wire shall be
terminated under one wire clamp connection point. Additional terminations
shall be provided using tinned copper jumper plates or fanning strips and
additional terminal blocks.
Village of Mount Prospect
Melas Park Electrical Upgrades 26 27 30-6
TOPSOIL, SEEDING & INCIDENTAL RESTORATION
SECTION 32 92 00
PART 1 — GENERAL
1.01 SCOPE
A. This Section covers the Work required for the incidental restoration of plain
grassy areas impacted by all related infrastructure improvements scheduled for
the area involved, and all things necessary for preparing, placing, and
maintaining topsoil, seed and mulch in accordance with these Specifications and
as shown on the Drawings. All disturbed areas shall be restored with topsoil,
seed and mulch. The Work of this Section includes, but is not limited to the
following:
1. Preparation of sub -grade to receive topsoil,
2. Placing, raking and leveling of topsoil as required to prepare for seed
and mulch.
3. Placing of seed and mulch.
4. Maintenance of seed and mulch.
1.02 QUALITY ASSURANCE
A. Work of this Section shall conform to the applicable requirements of the IDOT
Standard Specifications Sections 250 and 251, modified as herein specified.
B. As a measure of the quality of Work to be performed, the Contractor shall be
responsible for restoring all disturbed areas to original conditions (as a
minimum).
1.03 SUBMITTALS
A. Contractor shall submit to the Owner's Representative for review prior to
procurement of the materials, the brand name and mixture of the seed, and the
brand name and chemical composition of the fertilizer.
PART 2 — PRODUCTS
2.01 TOPSOIL
A. Topsoil for seeded areas shall be 4 inches in thickness as a minimum.
Village of Mount Prospect
Melas Park Electrical Upgrades 32 92 00-1
C. All commercial fertilizer (5-3-2) shall be delivered in standard size bags of the
manufacturer, showing weight, analysis and name of manufacturer. The
fertilizer shall be stored in such a manner that its effectiveness shall not be
impaired, and as directed by the Owner's Representative.
PART 3 — EXECUTION
3.01 GENERAL
A. Restoration of the plain grassy areas shall consist of removing all surplus
excavated material; and after suitable settlement time (where settlement may be
expected due to other excavation work of these Specifications) then installing (as
a minimum) four inch (4") layer of topsoil raked into place and seeding the area
to be restored. For all seeded areas, straw mulch shall be placed to retain the
seed and water. The Contractor shall be responsible for the maintenance of
seeded areas as specified herein.
3.02 PLACING TOPSOIL
A. Place topsoil in all areas where sodding and planting will be performed. Place to
the required depths, up to finished grade elevations.
B. Use topsoil in relatively dry state. Place during dry weather.
C. Fine grade topsoil, eliminating rough and low areas to ensure positive drainage.
Maintain levels, profiles and contours of subgrades.
D. Remove stone, roots, grass, weeds, debris and other foreign material while
spreading.
E. Manually spread topsoil around trees, plants, equipment and building(s) to
prevent damage which may be caused by grading equipment.
F. Lightly compact placed topsoil.
3.03 MAINTENANCE
A. The Contractor shall furnish all watering equipment for planting and
maintenance until Final Payment.
B. All seeded areas shall be maintained by the Contractor until the Work is
accepted with a minimum maintenance period of 30 days commencing with
the completion of seed installation.
Village of Mount Prospect
Melas Park Electrical Upgrades 32 92 00-3
Illinois Environmental Protection Agency Page Iof2
Bureau of Land o 1021 North Grand Avenue East a P.O. Box 19276 • Springfield • Illinois • 62794-9276
Uncontaminated Soil Certification
by Licensed Professional Engineer or Licensed Professional Geologist
for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation
LPC -663
Revised in accordance with 35 III. Adm. Code 1100, as
amended by PCB R2012-009 (eff. Aug. 27, 2012)
This certification form is to be used by professional engineers and professional geologists to certify, pursuant to 35 III. Adm. Code
1100.205(a)(1)(B), that soil (i) is uncontaminated soil and (ii) is within a pH range of 6.26 to 9.0. If you have questions about this
form, please telephone the Bureau of Land Permit Section at 217/524-3300.
This form may be completed online, saved locally, printed and signed, and submitted to prospective clean construction or
demolition debris (CCDD) fill operations or uncontaminated soil fill operations.
I. Source Location Information
(Describe the location of the source of the uncontaminated soil)
Project Name: _ Office Phone Number, if available.
Physical Site Location (address, inclduding number and street):
City:
County:
State:
Zip Code:
Township:
Lat/Long of approximate center of site in decimal degrees (DD.ddddd) to five decimal places (e.g., 40.67890, -90.12345):
Latitude:
Longitude: -
(Decimal Degrees) (-Decimal Degrees)
Identify how the lat/long data were determined:
❑ GPS ❑ Map Interpolation ❑ Photo Interpolation ❑ Survey ❑ Other
IEPA Site Number(s), if assigned: BOL: BOW: BOA:
II. Owner/Operator Information for Source Site
Site Owner Site Operator
Name: ...... Name;
Street Address: Street Address:
PO Box: PO Box:
City: _.. .. State: City:
Zip Code: �.� Phone:..Zip Code:__..........__........................_n.-.. Phone:_
Contact: Contact:
Email, if available: Email, if available:
State:
This Agency is authorized to require this information under Section 4 and Title X of the Environmental Protection Act (415 ILCS 5/4, 5/39).
Failure to disclose this information may result in: a civil penalty of not to exceed $50,000 for the violation and an additional civil penalty of
IL 532-2922 not to exceed $10,000 for each day during which the violation continues (415 ILCS 5/42). This form has been approved by the Forms
LPC 663 Rev. 8/2012 Management Center.
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ENGIN
RCH11 T
03/29/2016
Farnsworth
)URVI YOR
Reported By:
Richard N. Suhadolc PE
I , , ,
Village of Mt Prospect
GROUP
SC E N T IISTS
Project:
Melas Park Drive Lighting SWBD
Site Visit Rer%art
Date:
03/29/2016
Report No.:
1
Reported By:
Richard N. Suhadolc PE
Client:
Village of Mt Prospect
Date/Time:
03/17/2016 10:00am
Project:
Melas Park Drive Lighting SWBD
Weather:
Sunny 50deg F
Project #:
0160000?
Present at Site: Richard N. Suhadolc PE, John Village of Mt Prospect
General Observations: Melas Park Drive Lighting Switchboard
1) Switchboard has power outlets without GFI protection in violation of Article 525.23 of the NEC NFPA 70
2015 for use with Carnivals, Circuses, Fairs and Similar Events.
This Article 525.23 is a "Shall provide" per Article 90.5 Mandatory Rules, Permissive Rules, and
Explanatory Material , Paragraph (A) Manadatory rules of this code are those that identify actions that
are specifically required or prohibited. Therefore this equipment should be deenergized until this
violation is resolved.
2) Switchboard is in poor condition with water marks on inside of 400amp Main disconnect fused switch.
Water entry into main fuse compartment, could cause an arc flash event. Branch circuit breakers
appear to have had a rich moisture enviornment. Indicating a corrosion on the wiring surfaces.
Article 210.5 of NFPA 70E Protective devices. "Protective Devices Shall Be maintained to adequately
withstand or interrupt available fault current." "Informational Note: Improper or inadequate maintenance
can result in increased opening time of the overcurrent protective device, thus increasing the incident
energy."
Therefore it is impossible to provide Arc Flash labels on this equipment due to the fact that the Over
Current Protective equipment is in a damaged state and can not be relied on to react in a timely
manner to prevent an Arc Flash of higher magnitude than calculated due to delayed opening times.
3) A modification was made to the backside of the switchboard connecting the 100amp circuit breaker.
And added a 100amp fused switch to the back side, voiding the UL listing of the Unit.
Recommendations: The Unit does not meet NFPA 70 NEC Code, The unit should not be turned off and not
Used . The unit should be replaced as soon as possible.
2401 E. Washington St., Suite B, Bloomington, IL 61704 309/663-8436 FAX 309/663-8862 www.f-w.com
I'NC-TRITE ITS;
�
03/24/2016
FarnsworthARCHITECTS
2
Reported By:
Richard N. Suhadolc PE
Client:
Village of Mt Prospect
GROUP
03/17/2016 10:00am
Project:
Melas Park Field East SWBD
e»1 1 Keport...................................................................................................
Date:
03/24/2016
Report No.:
2
Reported By:
Richard N. Suhadolc PE
Client:
Village of Mt Prospect
Date/Time:
03/17/2016 10:00am
Project:
Melas Park Field East SWBD
Weather:
Sunny 50deg F
Project #:
0160000?
Present at Site: Richard N. Suhadolc PE, John Village of Mt Prospect
General Observations: Melas Park Field East Switchboard
1) Switchboard has power outlets without GFI protection in violation of Article 525.23 for use with
Carnivals, Circuses, Fairs and Similar Events. This Article 525.23 is a "Shall provide" per Article 90.5
Mandatory Rules, Permissive Rules, and Explanatory Material , Paragraph (A) Manadatory rules of this
code are those that identify actions that are specifically required or prohibited. Therefore this
equipment should be deenergized until this violation is resolved.
2) Switchboard is in poor condition with Arc Flash Burn Marks on inside of 400amp Panelboard.
Water entry into compartment, could cause a major arc flash event. Branch circuit breakers appear to
have had a rich moisture enviornment. Indicating a corrosion on the wiring surfaces.
Article 210.5 of NFPA 70E Protective devices. "Protective Devices Shall Be maintained to adequately
withstand or interrupt available fault current." "Informational Note: Improper or inadequate maintenance
can result in increased opening time of the overcurrent protective device, thus increasing the incident
energy."
Therefore it is impossible to provide Arc Flash labels on this equipment due to the fact that the Over
Current Protective equipment is in a damaged state and can not be relied on to react in a timely
manner to prevent an Arc Flash of higher magnitude than calculated due to delayed opening times.
3) Switchboard appears to be in poor condition leaking water in multiple areas.
Recommendations: The Unit does not meet NFPA 70 NEC Code, The unit should not be turned off and not
Used . The unit should be replaced as soon as possible.
2401 E. Washington St., Suite B, Bloomington, IL 61704 309/663-8436 FAX 309/663-8862 www.f-w.com
5/1/2017 East Electrical Panel 1.j pg (5344x3006)
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West Electrical Panel 2.JPG (640X480)
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5/1/2017 West Electrical Panel 4.jpg (5344X3006)
https://www.boarddocs.com/il/vom p/Board.nsf/fi les/AKU R LT6D52A6/$fi le/W est%20EIectrical %2OPanel °/a204.j pg 1/1