R-1253 - 03/26/2013 - WATER MAIN - ResolutionsRESOLUTION 2013 -WA- MAIN - CNTRCT -EX1 -R -1253
A RESOLUTION APPROVING AND AUTHORIZING THE AWARD AND EXECUTION OF A
CONSTRUCTION CONTRACT RELATING TO THE 2013 WATER MAIN
REPLACEMENT PROJECT BY AND BETWEEN THE VILLAGE OF OAK BROOK AND
SUBURBAN GENERAL CONSTRUCTION, INC. OF LAGRANGE PARK, ILLINOIS
WHEREAS, the water main located on 22"° Street between Salt Creek to Clearwater Drive is in
need of replacement ( "Water Main"); and
WHEREAS, on March 5, 2013, the Village solicited bids for the replacement of the Water Main
( "Construction Contract'); and
WHEREAS, the Village received 14 bids for the Construction Contract; and
WHEREAS, Suburban General Construction, Inc. of LaGrange Park, Illinois ( "SGC'), is the
lowest price bidder for the Construction Contract; and
WHEREAS, the President and Board of Trustees have determined that it is in the best interests of
the Village to enter into the Construction Contract with SGC consistent with SGC's bid, as attached hereto
as Exhibit A;
NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows:
Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part
of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook.
Section 2: Approval of Purchase. The purchase of construction services from SGC to
replace the Water Main in a total amount not to exceed $141,644.00 shall be, and is hereby, approved.
Section 3: Approval of the Contract. The President and Board of Trustees hereby approve
the Construction Contract by and between the Village and SGC in a final form acceptable to the Village
Manager and the Village Attorney.
Section 4: Authorization and Execution of the Contract. The Village President and Village
Clerk shall be, and hereby are, authorized to execute the final Construction Contract on behalf of the
Village after review and approval of the final form of the Contract by the Village Manager and the Village
Attorney.
Section 5: Effective Date. This Resolution shall be in full force and effect upon passage and
approval in the manner provided by law.
[SIGNATURE PAGE FOLLOWS]
Ayes:
Resolution 2013 -WA- MAIN - CNTRCT -EXI -R -1253
Water Main Construction Contract— Suburban General Construction
Page 2 oft
APPROVED THIS 26 In day of March, 2013
r
Gopal G. Lalmalani
Village President
PASSED THIS 261h day of March, 2013
Trustees Aktipis, Manzo, Moy, Wolin, Yusuf, Zannis
Nays: None
Absent: None
Charlotte K. Pruss
Village Clerk
EXHIBIT A
BID
#12728537_vl
Village of Oak Brook
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Illinois
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CONTRACT REQUIREMENTS FOR:
2013 WATER MAIN PROJECT
22ND STREET (HUNTER DRIVE)
GOPAL LALMALANI - PRESIDENT
STELIOS AKTIPIS GERALD WOLIN
MICHAEL MANZO ASIF YUSUF
MARK MOY ELAINE ZANNIS
■ il(��� iris:
engIne_ering__g , raup
selytce at the hicheEt Glade,
238 south kenlworth avenue
suite 100
oak park, illinois 60302
Village of Oak Brook
2013 Water Main Project
Bid Package
March 5, 2013
Table of Contents
Section
A. Notice to Bidders
B. Bid
C. Instructions to Bidders
D. Technical Specifications
E. Special Conditions
F. Statement of Bidder's Qualifications
G. References
H. Bid Certification
I. Contract
J. Contract Bond
Section A Notice to Bidders
March 1, 2013
Ms. Holly Bratanick
The Daily Herald
P.O. Box 280
Arlington Heights, IL 60006
Dear Ms. Bratanick:
Please publish the following legal notice on March 5, 2013:
NOTICE TO BIDDERS
VILLAGE OF OAK BROOK
The Village of Oak Brook will receive bids for:
2013 Water Main Project
Sealed bids will be received by Rania Serences, Purchasing Clerk, Village of Oak Brook,
1200 Oak Brook Road, Oak Brook, IL 60523 until 1:30 P.M., Wednesday, March 20,
2013 prevailing time, and publicly opened in the Samuel E. Dean Board Room at that time.
Each bid shall be accompanied by a bank cashiers check, certified check (checks made
payable to the Village of Oak Brook) or bid bond for not less than five percent (5 %) of the
amount bid.
Bid Packages, including plans and specifications, are on file at the Oak Brook Village Hall,
1200 Oak Brook Road, Oak Brook, Illinois 60523. Copies of the Bid Package may be
obtained by depositing a non - refundable fee of Fifty Dollars ($50.00).
No bid shall be withdrawn after opening of bids without the consent of the Village of Oak
Brook for a period of sixty (60) days after the scheduled time of opening bids.
The Village of Oak Brook reserves the right to reject any or all bids and to waive any
informalities in bidding and to accept the bid deemed most advantageous to it.
Charlotte Pruss
Village Clerk
SECTION A
Section B Bid
2013 Water Main Project
1. COST OF WORK:
The undersigned, acting for and on behalf of contractor and having familiarized
himself with conditions affecting the cost of the work and its performance and
having carefully examined and fully understood the entire bid package, hereby
affirms and agrees to enter into a contract with the Village of Oak Brook, Oak
Brook, IL.
To provide all supervision, labor, material, equipment and all other expense items
to completely perform the work covered by the specifications in this Bid Package.
The undersigned submits herewith his bid for the indicated items on the attached
Bid Form.
SECTION B
VILLAGE OF OAK BROOK
2013 WATER MAIN PROJECT
BID FORM
THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES
FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT
SCHEDULE OF PRICES
ITEM
N0.
DESCRIPTION
UNIT
TOTAL
QUANTITY
UNIT PRICE
TTOTALCOST
1
PERIMETER EROSION BARRIER
FOOT
755
/ �O
o0lo
2
INLET AND PIPE PROTECTION
EACH
150.
1
3"SL`
ds-6
3
TOPSOIL FURNISH AND PLACE, 6"
YD
1237
�'
61k5'
4
SEEDING, CLASS 1A
ACRE
0.3
��
g
)0,0t
5 ''.
EROSION CONTROL BLANKET
SO, YD.
1017
a
-J'
a03Lt-
6
TURF REINFORCEMENT MAT
SO. YD
220
15(16-
7
PROTECTIVE COAT
SQYO
26
'
1?
8
COMBINATION CURB AND GUTTER REMOVAL
FOOT
52
`l
'15
G s
9
SIDEWALK REMOVAL
SCI. FT
10
j6
/ 6 '
10
WATER VALVES 6"
EACH
1
aoo '
3000 '
11
WATER VALVES 12"
EACH
1
350
3SCO _
12
F IRE HYDRANTS WITH AUXILIARY VALVE AND VALVE BOX
EACH
1
b2to
13
V VALVE VAULTS, TYPE A, 5'- DIAMETER, TYPE 1 FRAME, CLOSED LID
EACH
2
3. W-
14
VALVE VAULTS TO BE RECONSTRUCTED
EACH
1
�6
1C-LJ
15
FILLING VALVE VAULTS
EACH
1
16
WIDTH GUTTER FLAG)
FOOT
25
17
COMBINATION CONCRETE CURB AND GUTTER, TYPE M -6.12
FOOT
27
o -
1ofrO
18
SHORTTERM PAVEMENT MARKING, 4"
FOOT
100
D
19
VC C -900 WATER MAIN, 12"
FOOT
759
-
60
(��dl ^Qr�� /O
T J o '
20
PVC C -900 WATER MAIN, 6"
FOOT
14
p
21
EXTERNAL IOINT RESTRAINT FOR PVC C -900 WATER MAIN
EACH
12
a-.So
22
PRESSURETESTIN G AND CHLORINATION OF WATER MAIN
L SUM
1
, 600
k3L
ON- PRESSURE WATER MAIN CONNECTION "A"
IL SUM
1
3000
3500
24
NON - PRESSURE WATER MAIN CONNECTION "B"
LSUM
1
35C6
3 -
SECTION B
VILLAGE OF OAK BROOK
2013 WATER MAIN PROJECT
BID FORM
THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES
FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT
SCHEDULE OF PRICES
ITEM
N0.
DESCRIPTION
UNIT
TOTAL
QUANTITY
UNITPRICE
TTOTTCALCOST
25
WATER SERVICE CONNECTION, . 6"
LSUM
1
aJ$6O -
3 JUO -
26
TRACER WIRE IN CONDUIT
FOOT
759
27
TRACER WIRE ACCESS BOX
EACH
- 3
29.
STREET SWEEPING
HOUR
20
'70—
IIyo(3
29
WATER VALVE BOXESTO BE ABANDONED
EACH
3
0 —
300
30
CLEANING PAVED DITCH
FOOT
525
� 3(o-7S-
31
TRENCH BACKFILL, SPECIAL
CU YD
630
10-
o 3M
32
EXPLORATION TRENCH, SPECIAL
FOOT
40
_L400
33
PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH, SPECIAL
SQFT
100
^O
/
7OQ
34
BITUMINOUS BIKE PATH, 4"
SQ FT
539
c3d.3�
35
PAVEMENT REMOVAL (SPECIAL)
so YO
349
I
1 7�
36
ABANDON EXISTING WATER MAIN, FILL WITH CLSM
FOOT
746
[TS
. 37
TRAFFIC CONTROL AND PROTECTION, (SPECIAL)
LSUM
1
3, coo
38
AGGREGATE SUBGRADE 12"
SQYD_
15
39
C CONSTRUCTION LAYOUT
LSUM
1
^3f/S-
a 4�oa
40
DUST CONTROL WATERING -
UNIT
20
41
SEDIMENT CONTROL, SILT FENCE
FOOT
679
42
TEMPORARY PAVEMENT
SQYD
163
3o-
cig90
BIDDER'S PROPOSAL FOR THE ENTIRE IMPROVEMENT (TOTAL BID) $
ALL OF THE ABOVE ITEMS, COMPLETE, IN PLACE, AS SPECIFIED, FOR THE TOTAL AMOUNT OF:
6&)E HUUI)#?6b roRfy Owf'r DUSAA� SIX uvvpRep FoRfY FOL)R [,c,�s
(IN WRITING)
SECTION B
2. COSTS:
The undersigned contractor hereby affirms and states the prices quoted herein
constitute the total cost to the Village for all work involved in the respective items
and that this cost also includes all insurance, royalties, transportation charges, use
of all tools and equipment, superintendence, overhead expense, all profits and all
other work, services and conditions necessarily involved in the work to be done and
materials to be fumished in accordance with the requirements of the contract
documents considered severally and collectively. All bids shall be held valid for a
period of sixty (60) days after the bid due date.
3. PRE -BID MEETING:
None.
4. INSTRUCTIONS TO BIDDERS:
The undersigned contractor shall comply with all provisions and requirements of
this Bid Package.
5. TIME OF COMPLETION:
The undersigned affirms and declares that if awarded the contract for this work he
will completely perform said contract in strict accordance with its terms and
conditions by Friday, June 14, 2013, with work commencing on the 10th day
following the date of receipt of the Notice to Proceed, unless additional time shall be
granted by the Village in accordance with the provisions of the specifications.
Should the contractor fail to complete the work by said date or within such extended
time as may have been allowed, the contractor shall be liable to the Village in the
amount set forth in the specifications.
6. BID GUARANTEE:
Accompanying this bid is a bid bond, or bank cashier's check or certified check for
not less than five percent (5 %) of the amount of the Base Bid made payable to the
Village of Oak Brook. The amount of the bid bond or check is
Scur , r cwre �: yrnmy Twti D6,144 AW `7,0sa�S ). If this bid is
accepted and the undersigned shall fail to execute a contract and the contract
bond, provide acceptable Certificates of Insurance, and provide an acceptable
Progress Schedule as required herein, it is hereby agreed that the amount of the
bid bond or check shall become the property of the Village and shall be considered
as payment of damages due to delay and other causes suffered by the Village
because of the failure to execute said contract, contract bond, acceptable
Certificate of Insurance and Progress Schedule; otherwise said bid bond or check
shall be returned to the undersigned.
SECTION 8
THE AMER CAN INSTITUTE OF ARCHIT�S
AIA Document A310
Bid Bond
KNOW ALL MEN BY THESE PRESENTS, THAT WE _Suburban General Construction, Inc.
1019 E. 31st Street LaGrange Park, IL 60526
as Principal, hereinafter called the Principal, and North American Specialty Insurance Company
650 Elm Street Manchester, NH 03101
a corporation duly organized under the laws of the State of NH
as Surety, hereinafter called the Surety, are held and firmly bound unto Village of Oak Brook
1200 Oak Brook Road Oak Brook IL 60523
as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid
Dollars ($ 5% ).
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has submitted a bid for 2013 Water Main Project
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with
the Obligee in accordance with the terns of such bid, and give such bond or bonds as may be specified in the bidding or
Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt
payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter
such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the
penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith
contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise
to remain In full force and effect.
Signed and sealed this 20th day of March 2013
AIA DOCUMENT A310 • BID BOND • AiA B FEBRUARY 1970 ED. B THE AMERICAN
INSTITUTE OF ARCI=Cr3, 1735 N.Y. AVE., N.W., WASHINGTON, D.C.20006
STATE OF Illinois
COUNTY OF DuPa e
I, Melissa M. Newman Notary Public of DuPace County,
in the State of Illinois do hereby certify that Esther C. Jimenez
Attorney -in -Fact, of the North American Specialty Insurance Company
who . is personally known to me to be the same person whose name Is
subscribed to the foregoing Instrument, appeared before me this day in person, and
acknowledged that he signed, sealed and delivered said Instrument, for and on behalf of the
North American Specialty Insurance Company
for the uses and purposes therein set forth.
Given under my hand and notarial seal at my office in the City of Lisle
in said County, this 20th day of March A.D., 2013
otary PubG Melissa M, ewman
My Commission expires: February 12, 2014
"OFFICIAL SEAL"
MELISSA M. NEWMAN
NOTARY PUBLIC, STATE OF ILUNOIS
MY COMMISSION EXPIRES 2112p2014
r
NORTH AMERICAN SPECIALTY INSURANCE COMPANY
WASHINGTON INTERNATIONAL INSURANCE COMPANY
GENERAL POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under
laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance
Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg,
Illinois each does hereby make, constitute and appoint: Esther C. Jimenez
Its true and lawful Attomey-in -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, the following surety bond:
Principal: Suburban General Construction, Inc. Bond Number: Bid Bond
Obligee: Village of Oak Brook Bond Amount: See Bond Form
Bond Description; 2013 Water Main Project
Provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of
FIFTY MILLION (550,000,000) DOLLARS
This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of
Directors of both North American Specialty insurance Company and Washington International Insurance Company at meetings duly called and held on
the 9m of May, 2012:
"RESOLVED, that my two of the Presidents, any Managing Director, any Senior Vice President, arty Vice President, any Assistant Vice President,
the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in
the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is
authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is
FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any
certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be
binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached."
IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their
official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 25th day of May 2012.
North American Specialty Insurance Company
Washington International Insurance Company
State of Illinois
County of Cook ra'
On this 25th day of May 20 12 , before me, allotary Public personally appeared Steven. P. Anderson " Senior Vice President of
Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Lavman ,
Vice President of Washington International Insurance Company and Vice President ofNortb American Specialty Insurance Company, personally
known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said
instrument to be the voluntary act and deed of their respective enmnanies. ^
F"Cffg SAS Lill)['.
Public, State of Illinois Donna D. Sklens, Notary Public
tbmmkdoa Elft ItllONl015
I, Jeffrey GoldkM , the duly elected. Assistant Secretary of North American Specialty Insurance Company and Washington
International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North
American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effecL
IN WITNESS WHEREOF, I have set my baud and affixed the seals of the Companies this 20th day of March 2013
remrycaasnr, Vke PrcfWmtaAvbaor Ya arnlNaMi CanpnYa
Aviarm S"gay o( NOM Amciem specialty c -P-Y
Address:l
City, State, ZIP:
Name Printed: Ll.) (L L ( S 0 u P.L
Title: preS I J 0- ru -r
I&c ) 354 a54 4 Date: - Za
If a Corporation:
ATTEST:
AS 5- . S cretary
ELI Z.A -I�e- -I J 7� wul u G
SECTION B
a
SUBURBAN GENERAL CONsmucnON,INC-
MAIN OFFICE: 1019 E. 31 ST STREET • LAGRANGE PARK, IL SIMS • (708) 354-0544
YARD LOCATION: 7401 S. WILLOW SPRINGS ROAD • COUNTRYSIDE, IL 60525 • (708) 3545403
FAX: (708) 3548236
Date: March 20, 2013
To: Whom it May Concern
RE: Letter of Company Project Experience
To Whom It May Concern:
Suburban General Construction, Inc. has been in business for 30 years. Our Field of Experience
is Sanitary, Storm and Water Main Installation and structure repair & Replacements, but
specializing in Sanitary Sewer Point Repairs. We have worked with a vast number of
Engineering Companies and Municipalities as well as private Indus try & Commercial.
Suburban General Construction, Inc. is an IDOT Qualified Company and Licensed Drain Layer
with The City of Chicago.
Listed below are some references for you to contact. We have worked with these references on
various types of sewer projects for many years. If further references are needed they can be
furnished upon request
a.) City of Wilmette — Engineer; Scott Hilts — Cell # (847) 323 -7725
b.) Hancock Engineering — Engineer — Chris Baker — Cell # (708) 426 -3093
c.) Insituform Technologies — Engineer — Kevin Coburn — Cell # (630) 842 -8539
d.) Justice/Willow Springs WC — Hancock Eng — Mark Volk — (708) 865 -0300
e.) Countryside City Center — Novotny Engineering — Tom Brandstadt — (630) 887 -8640
Sincerely,
wdiam .S'. Purl
William S. Purl, Owner/Estimator
Suburban General Construction, Inc.
Section C Instructions
1. RECEIPT OF BID: 20 day, March, 2013; 1:30 P.M.
2. BASIS OF BID: Sealed bids will be received until the above noted time and date.
3.
2013 Water Main Project
4. PREPARATION AND SUBMISSION OF BID:
A. The bid must be delivered to the office of the Purchasing Director, Village of
Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 on or before
Wednesday, at 1:30 P.M., prevailing time, March 20th, 2013, at which time
the Village will have 60 days to review the bid.
B. The bid shall be submitted on the exact form furnished. All blank spaces for bid
price, unit cost and alternates must be filled in —in ink —in both words and
figures (as stipulated). In case of any discrepancy in the amount proposed, the
prices expressed in written words shall govern.
C. A complete bid package must be submitted, including the following items:
1. Bid.
2. Statement of Qualifications.
3. References
4. Bid Certification
D. The Contract and Contract Bond (Performance and Payment) are provided as
information, and will be completed only upon acceptance of the bid by the
Village. The surety company issuing the Contract Bond must be listed and
approved by the U.S. Department of the Treasury. Letters of Credit will not be
accepted in place of the Contract Bond.
E. Separate sheets may be attached to the bid for the purpose of explanation,
exception, alternate bid and to cover the unit price, if needed.
F. In submitting this bid, the contractor further declares that the only person or
party interested in the bid as principals are those named herein, and that the
bid is made without collusion with any other person, firm or corporation.
G. The contractor further declares that he has carefully examined this entire Bid
Package and he has inspected in detail the site of the proposed work, and that
he has familiarized himself with all of the local conditions affecting the contract
SECTION C
and the detailed requirements of this work and understands that in making the
bid he waives all rights to plead a misunderstanding regarding same.
H. The contractor further understands and agrees that if his bid is accepted, he is
to furnish and provide all necessary machinery, tools, apparatus, and other
means to do all of the work and to furnish all of the materials specked in the
contract, except such materials as are to be furnished by the owner (Village),
in the manner and at the time therein prescribed, and in accordance with the
requirements therein set forth.
The contractor declares that he understands that the quantities listed on the
Bid are approximate only and that they are subject to increase or decrease;
and that he will take in full payment thereof the amount and the summation of
the actual quantities, as fully determined by the Village.
The contractor further agrees that the price submitted within the bid is for the
purpose of obtaining a gross sum, and for use in computing the value of extras
and deductions. If there is a discrepancy between the gross sum bid and that
resulting from the summations of the quantities multiplied by the unit price, the
latter shall apply.
K. The contractor further agrees that if the Village decides to extend or shorten
the work, or otherwise alter it by extras or deductions, including elimination of
one or more of the items, as provided in the specifications, he will perform the
work as altered, increased or decreased, at the contract unit price.
L. The contractor further agrees that the Village representative may at any time
during the progress of the work covered by this Contract, order other work or
materials incidental thereto and that all such work and materials as do not
appear in the bid or contract as a specific item covered by a lump sum price,
and which are not included under the bid price for other items in the Contract,
shall be performed as extra work, and compensation shall be as set forth in the
specifications.
M. The contractor further agrees to execute all documents within this Bid
Package, obtain a Certificate of Insurance for this work and present all of these
documents within fifteen (15) days after the receipt of the Notice of Award and
the Contract by him.
N. The contractor further agrees that he and his surety will execute and present
within fifteen (15) days after the receipt of the Notice of Award and the
Contract, a Contract bond satisfactory to and in the form prescribed by the
Village, in the penal amount of 100% of the Contract amount, guaranteeing the
faithful performance of the work and payment for labor, material supplies, and
subcontractors in accordance with the terms of the Contract.
SECTION C
O. The contractor further agrees to begin work not later than ten (10) days after
receipt of the Notice to Proceed, unless otherwise provided, and to execute the
work in such a manner and with sufficient materials, equipment and labor as
will insure its completion within the time limit specified within the Bid, it being
understood and agreed that the completion within the time limit is an essential
part of the contract.
P. By submitting a Bid, the contractor understands and agrees that, if his bid is
accepted, and he fails to enter into a contract forthwith, he shall be liable to the
Village for any damages the Village may thereby suffer.
Q. No bid will be considered unless the party offering it shall furnish evidence
satisfactory to the Village that he has necessary facilities, ability and pecuniary
resources to fulfill the conditions of the Contract.
R. If the contractor is in doubt as to the true meaning of any part of the plans,
specifications or other proposed contract documents, he may submit to the
Village Engineer a written request for an interpretation thereof. The person
submitting the request will be responsible for its prompt delivery. Any
interpretation of the documents will be made only by addendum duly issued by
the Village. The Village will not be responsible for any other explanation or
interpretation of the Bid Package.
5. SUBSTITUTIONS:
N/A
BASIS OF AWARD:
The Village of Oak Brook reserves the right to reject any or all bids and to waive any
informality or technical error and to accept any bid deemed most favorable to the
interests of the Village of Oak Brook. In addition to price, the Village will consider.
A. Ability, capacity and skill to full the contract as specified.
B. Ability to supply the commodities, provide the services or complete the
construction promptly, or within the time specified, without delay or
interference.
C. Character, integrity, reputation, judgment, experience and efficiency.
D. Quality of performance on previous contracts.
E. Previous and existing compliance with laws and ordinances relating to the
contract.
SECTION C
Sufficiency of financial resources.
G. Quality, availability and adaptability of the commodities, services or
construction, in relation to the Village's requirements.
H. Ability to provide future maintenance and service under the contract.
Number and scope of conditions attached to the bid /proposal.
Record of payments for taxes, licenses or other monies due the Village.
7. CONDITIONS:
A. The Village is exempt from Federal excise tax (#36 -600 -9534) and the
Illinois Retailers Occupation Tax ( #E99974381 -06). This bid cannot include
any amounts of money for these taxes.
B. All bids shall be good for sixty (60) days from the date of the bid opening
8. GUARANTEE:
Contractor will guarantee all work for a period of one (1) year against faulty material
and /or workmanship. Consequently, the contractors Contract Bond will extend to
one (1) year past the date of final acceptance of the entire work by the President and
Board of Trustees of the Village. If any defect appears within the one (1) year
guarantee period, the contractor will repair any and all such defects solely at his cost
and at no cost to the Village.
9. PAYMENT:
The Village of Oak Brook authorizes the payment of invoices on the second and
fourth Tuesday of the month (except for the fourth Tuesdays of June, August, and
November for significant amounts due to no Village Board meetings). For
consideration on one of these dates, payment request must be received no later
than fourteen (14) days prior to the second or fourth Tuesday of the month.
10. INDEMNIFICATION:
The Contractor shall protect, indemnify, save, defend and hold forever harmless the
Village and /or its officers, officials, employees, volunteers, agents and Thomas
Engineering Group, LLC from and against all liabilities, obligations, claims, damages,
penalties, causes of action, costs and expenses, including without limitation court
costs, insurance deductibles and attorney's fees and expenses, which the Village
and /or its officers, officials, employees, volunteers, agents and Thomas Engineering
Group, LLC may incur, suffer or sustain, or for which the Village and /or its officers,
SECTION C
employees, agents and Thomas Engineering Group, LLC may become obligated by
reason for any accident, injury to or death of persons or loss of or damage to
property, or civil and /or constitutional infringement of rights (specifically including
violations of the Federal Civil Right Statutes), arising indirectly or directly in
connection with or under, or as a result of, this or any Agreement by virtue of any act
or omission of any of the Contractor's officers, employees, subcontractors, and /or
agents, provided that the Contractor shall not be liable for claims, obligations,
damages, penalties, causes of action, costs and expenses arising solely by any act
or omission of the Village's officers, officials, employees, volunteers and /or agents.
The contractor shall hold the Village and Thomas Engineering Group, LLC harmless
for any and all claims for labor, material, apparatus, equipment, fixtures or machinery
furnished to the contractor for the purpose of performing the work under the contract;
and the payment of all direct and indirect damages to any person, firm, company or
corporation suffered or sustained on account of the performance of such work during
the time the contract is in force.
11. INSURANCE:
Certificates of Insurance shall be presented to the Village within fifteen (15) days
after the receipt by the contractor of the Notice of Award and the unexecuted
contract, it being understood and agreed that the Village will not approve and
execute the contract until acceptable insurance certificates are received and
approved by the Village.
Each contractor performing any work pursuant to a contract with the Village of Oak
Brook and each permittee working under a permit as required pursuant to the
provisions of Title 1 of Chapter 8 of the Code of Ordinances of the Village of Oak
Brook (hereinafter referred to as "Insured ") shall be required to carry such insurance
as specified herein. Such contractor and permittee shall procure and maintain for
the duration of the contract or permit insurance against claims for injuries to persons
or damages to property which may arise from or in connection with the performance
of the work under the contract or permit, either by the contractor, permittee, or their
agents, representatives, employees or subcontractors.
A contractor or permittee shall maintain insurance with limits no less than:
A. General Liability - $2,000,000 combined single limit per occurrence for bodily
injury, personal injury and property damage, provided that when the estimated
cost of the work in question does not exceed $5,000, the required limit shall be
$500,000;
B. Automobile Liability (if applicable) - $1,000,000 combined single limit per
accident for bodily injury and property damage;
SECTION C
C. Worker's Compensation and Employer's Liability - Worker's Compensation
limits as required by the Labor Code of the State of Illinois and Employer's
Liability limits of $1,000,000 per accident.
Any deductibles or self - insured retention must be declared to and approved by the
Village. At the option of the Village, either the insurer shall reduce or eliminate such
deductible or self - insured retention as respects the Village, its officers, officials,
employees and volunteers; or the Insured shall procure a bond guaranteeing
payment of losses and related investigations, claim administration and defense
expenses to the extent of such deductible or self - insured retention.
The policies shall contain, or be endorsed to contain, the following provisions:
D. General Liability and Automobile Liability Coverage -
(1) The Village, its officers, officials, employees and volunteers, and Thomas
Engineering Group, LLC are to be covered as additional insureds in
respects: liability arising out of activities performed by or on behalf of the
Insured; premises owned, occupied or used by the Insured. The
coverage shall contain no special limitations on the scope of protection
afforded to the Village, its officers, officials, employees, volunteers, or
agents.
(2) The Insured's insurance coverage shall be primary insurance as respects
the Village, its officers, officials, employees, volunteers and agents. Any
insurance or self- insurance maintained by the Village, its officers,
officials, employees, volunteers or agents shall be in excess of the
Insured's insurance and shall not contribute with it.
(3) Any failure to comply with reporting provisions of the policies shall not
affect coverage provided to the Village, its officers, officials, employees,
volunteers or agents.
(4) The Insured's insurance shall apply separately to each covered party
against whom claim is made or suit is brought except with respect to the
limits of the insurer's liability.
E. Worker's Compensation and Employer's Liability Coverage
The policy shall waive all rights of subrogation against the Village, its
officers, officials, employees, volunteers and agents for losses arising
from work performed by the insured for the Village.
Each insurance policy shall be endorsed to state that coverage shall not be
suspended, voided, canceled by either party, reduced in coverage or in limits
except after thirty (30) days prior written notice by certified mail has been given to
SECTION C
the Village. Each insurance policy shall name the Village, its officers, officials and
employees, volunteers and agents as additional Insureds. Insurance is to be
placed with insurers with a Bests rating of no less than A: VII.
Each Insured shall fumish the Village with certificates of insurance and with original
endorsements effecting coverage required by this provision. The certificate and
endorsements for each insurance policy are to be signed by a person authorized by
that insurer to bind coverage on its behalf. The certificates and endorsements are
to be on forms approved by the Village and shall be subject to approval by the
Village Attorney before work commences. The Village reserves the right to require
complete, certified copies of all required insurance policies, at any time.
Each insured shall include all subcontractors as insureds under its policies or shall
fumish separate certificates and endorsements for each subcontractor. All
coverages for subcontractors shall be subject to all of the requirements stated
herein.
12. SAFETY:
The contractor and any subcontractors shall comply with all the provisions of the
Federal Occupational Safety and Health Act of 1970 (84 Stat. 1590), as amended.
13. EQUAL OPPORTUNITY:
14.
The CONTRACTOR will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, ancestry, national origin, place of
birth, age or handicap unrelated to bona fide occupational qualifications.
The Contractor shall comply with all Illinois statutes pertaining to the selection of
labor.
Whenever there is a period of excessive unemployment in Illinois, which is defined
herein as any month immediately following 2 consecutive calendar months during
which the level of unemployment in the State of Illinois has exceeded 5 percent as
measured by the United States Bureau of Labor Statistics in its monthly publication
of employment and unemployment figures, the Contractor shall employ only Illinois
laborers. "Illinois laborer" means any person who has resided in Illinois for at least
30 days and intends to become or remain an Illinois resident.
Other laborers may be used when Illinois laborers as defined herein are not
available, or are incapable of performing the particular type of work involved, if so
certified by the Contractor and approved by the Municipality. The Contractor may
place no more than 3 of his regularly employed non - resident executive and
SECTION C
technical experts, who do not qualify as Illinois laborers, to do work encompassed
by this Contract during a period of excessive unemployment.
This provision applies to all labor, whether skilled, semi - skilled or unskilled, whether
manual or non - manual.
15. EXECUTION OF DOCUMENTS
The Contractor, in signing his Bid on the whole or on any portion of the work, shall
conform to the following requirements:
Bids signed by an individual other than the individual represented in the Bid
documents shall have attached thereto a power of attorney evidencing authority to
sign the Bid in the name of the person for whom it is signed.
Bids which are signed for a partnership shall be signed by all of the partners or by
an attomey -in -fact. If signed by an attomey -in -fact, there shall be attached to the
Bid a power of attorney evidencing authority to sign the bid, executed by the
partners.
Bids which are signed for a corporation, shall have the correct corporate name
thereof and the signature of the President or other authorized officer of the
corporation manually written below the corporate name.
If such Bid is manually signed by an official other than the President of the
Corporation, a certified copy of a resolution of the board of directors evidencing the
authority of such official to sign the Bid should be attached to it. Such Bid shall also
bear the attesting signature of the Secretary of the corporation and the impression
of the corporate seal.
The Contract shall be deemed as have been awarded when formal notice of award
shall have been duly served upon the intended awardee.
16. NON - DISCRIMINATING:
The Vendor, its employees and subcontractors, agrees not to commit unlawful
discrimination and agrees to comply with applicable provisions of the Illinois Human
Rights Act, the U.S. Civil Rights Act and Section 504 of the Federal Rehabilitation
Act, and rules applicable to each.
17. PREVAILING RATE OF WAGES:
All wages paid by the Contractor and each subcontractor shall be in compliance
with The Prevailing Wage Act (820 ILCS 130), as amended, except where a
prevailing wage violates a federal law, order, or ruling, the rate conforming to the
federal law, order, or ruling shall govern. The Contractor shall be responsible to
SECTION C
notify each subcontractor of the wage rates set forth in this contract and any
revisions thereto. If the Department of Labor revises the wage rates, the revised
rate as provided by the public body shall apply to this contract and the Contractor
will not be allowed additional compensation on account of said revisions.
Contractor will comply with the Illinois prevailing wage law, as amended from time
to time. Not less than the prevailing rate of wages as found by Owner or the Illinois
Department of Labor shall be paid to all laborers, workers and mechanics
performing work under the Contract. If the Department of Labor revises the
prevailing rate of wages to be paid laborers, workers or mechanics under the
Contract, Owner will nofrfy Contractor and each Subcontractor of the change in the
prevailing rate of wages; provided, however, regardless of whether Owner gives
such notice, the revised prevailing rate of wages shall apply to the Contract and
Contractor shall have the sole responsibility and duty to pay, and ensure that all
Subcontractors pay, the revised prevailing rate of wages to each person to whom a
revised rate is applicable. Revision of the prevailing wages shall not result in an
increase in the Contract sum or other cost to Owner. Contractor shall indemnify,
defend and hold Owner harmless from any loss, including but not limited to Owner's
attorneys fees, resulting from Contractor's failure to comply with this prevailing
wage clause. All bonds applicable to the Contract shall include a provision as will
guarantee the faithful performance of the obligation to pay the prevailing rate of
wages.
The Contractor and each subcontractor shall make and keep, for a period of not
less than 3 years, records of all laborers, mechanics, and other workers
employed by them on the project; the records shall include each worker's name,
address, telephone number when available, social security number, classification
or classifications, the hourly wages paid in each period, the number of hours
worked each day, and the starting and ending times of work each day. The
Contractor and each subcontractor shall submit monthly, in person, by mail, or
electronically a certified payroll to the public body in charge of the project. The
certified payroll shall consist of a complete copy of the records. The certified
payroll shall be accompanied by a statement signed by the contractor or
subcontractor which states that:
(i) such records are true and accurate;
(ii) the hourly rate paid to each worker is not less than the general prevailing
rate of hourly wages required; and
(iii) the contractor or subcontractor is aware that filing a certified payroll that
he or she knows to be false is a Class A misdemeanor.
Upon 2 business days' notice, the contractor and each subcontractor shall make
available for inspection the records to the public body in charge of the project, its
officers and agents, and to the Director of Labor and his deputies and agents at
all reasonable hours at a location within this State. The Contractor and each
subcontractor shall permit his /her employees to be interviewed on the job, during
9 SECTION C
18.
19.
20.
21
working hours, by compliance investigators of the Department or the Department
of Labor.
COPIES OF DOCUMENTS
The number of copies of Contract required to be executed is as follows:
a)Two (2) original counterparts of the Contract documents will be required
to be executed.
INDEPENDENT CONTRACTOR:
There is no employee /employer relationship between the CONTRACTOR and
the VILLAGE. CONTRACTOR is an independent contractor and not the
VILLAGE'S employee for all purposes, including, but not limited to, the
application of the Fair Labors Standards Act minimum wage and overtime
payments, Federal Insurance Contribution Act, the Social Security Act, the
Federal Unemployment Tax Act, the Worker's Compensation Act (820 ILCS
305/1, et seq.). The VILLAGE will not (i) provide any form of insurance
coverage, including but not limited to health, worker's compensation, professional
liability insurance, or other employee benefits, or (ii) deduct any taxes or related
items from the monies paid to CONTRACTOR. The performance of the services
described herein shall not be construed as creating any joint employment
relationship between the CONTRACTOR and the VILLAGE, and the VILLAGE is
not and will not be liable for any obligations incurred by the CONTRACTOR,
including but not limited to unpaid minimum wages and /or overtime premiums,
nor does there exist an agency relationship or partnership between the VILLAGE
and the CONTRACTOR.
ASSIGNMENT
Neither the VILLAGE nor the CONTRACTOR shall assign or transfer any rights
or obligations under this Agreement without the prior written consent of the other
party, which consent shall not be unreasonably withheld.
GOVERNING LAW
This Agreement shall be governed by the laws of the State of Illinois as to
interpretation, performance and enforcement. The forum for resolving any
disputes concerning the parties' respective performance or failure to perform
under this Agreement shall be the Circuit Court for the Eighteenth Judicial Circuit,
DuPage County, Illinois.
10 SECTION C
Du Page County Prevailing Wage for March 2013
(See explanation of column headings at bottom of wages)
Trade Name
RG
TYP
C
Base
FRMAN M -F >8
OSA
OSH
H/W
Pensn
Vac
=====
Trng
====-
_
ASBESTOS ABT -GEN
__
ALL
_
36.200
______
36.700
_
1.5
1.5
___
2.0
_____
12.78
_____
9.020
0.000
_
0.500
ASBESTOS ABT -MEC
BLD
34.160
36.660
1.5
1.5
2.0
10.82
10.66
0.000
0.720
BOILERMAKER
BLD
43.450
47.360.2.0
2.0
2.0
6.970
14.66
0.000
0.350
BRICK MASON
BLD
40.680
44.750
1.5
1.5
2.0
9.550
12.00
0.000
0.970
CARPENTER
ALL
41.520
43.520
1.5
1.5
2.0
13.19
11.75
0.000
0.530
CEMENT MASON
ALL
38.000
40.000
2.0
1.5
2.0
8.950
16.35
0.000
0.380
CERAMIC TILE FNSHER
BLD
34.440
0.000
2.0
1.5
2.0
9.700
6.930
0.000
0.610
COMMUNICATION TECH
BLD
32.650
34.750
1.5
1.5
2.0
9.250
14.46
0.400
0.610
ELECTRIC PWR EQMT OP
ALL
35.400
48.110
1.5
1.5
2.0
5.000
10.97
0.000
0.270
ELECTRIC PWR GRNDMAN
ALL
27.380
48.110
1.5
1.5
2.0
5.000
8.490
0.000
0.210
ELECTRIC PWR LINEMAN
ALL
42.390
48.110
1.5
1.5
2.0
5.000
13.14
0.000
0.320
ELECTRIC PWR TRK DRV
ALL
28.350
48.110
1.5
1.5
2.0
5.000
8.790
0.000
0.220
ELECTRICIAN
BLD
36.200
39.820
1.5
1.5
2.0
9.250
16.27
4.380
0.680
ELEVATOR CONSTRUCTOR
BLD
49.080
55.215
2.0
2.0
2.0
11.88
12.71
3.930
0.600
FENCE ERECTOR
NE
ALL
33.740
35.740
1.5
1.5
2.0
12.61
10.18
0.000
0.250
FENCE ERECTOR
W
ALL
44.950
47.200
2.0
2.0
2.0
8.890
17.69
0.000
0.400
GLAZIER
BLD
39.500
41.000
1.5
2.0
2.0
11.99
14.30
0.000
0.840
HT /FROST INSULATOR
BLD
45.550
48.050
1.5
1.5
2.0
10.82
11.86
0.000
0.720
IRON WORKER
E
ALL
-
40.750
42.750
2.0
2.0
2.0
13.20
19.09
0.000
0.350
IRON WORKER
W
ALL
44.950
47.200
2.0
2.0
2.0
8.890
17.69
0.000
0.400
LABORER
ALL
36.200
36.950
1.5
1.5
2.0
12.78
9.020
0.000
0.500
LATHER
ALL
41.520
43.520
1.5
1.5
2.0
13.19
11.75
0.000
0.530
MACHINIST
BLD
43.550
46.050
1.5
1.5
2.0
6.130
8.950
1.850
0.000
MARBLE FINISHERS
ALL
29.700
0.000
1.5
1.5
2.0
9.550
11.75
0.000
0.620
MARBLE MASON
BLD
39.880
43.870
1.5
1.5
2.0
9.550
11.75
0.000
0.730
MATERIAL TESTER I
ALL
26.200
0.000
1.5
1.5
2.0
12.78
9.020
0.000
0.500
MATERIALS TESTER II
ALL
31.200
0.000
1.5
1.5
2.0
12.78
9.020
0.000
0.500
MILLWRIGHT
ALL
41.520
43.520
1.5
1.5
2.0
13.19
11.75
0.000
0.530
OPERATING ENGINEER
BLD
1
45.100
49.100
2.0
2.0
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
BLD
2
43.800
49.100
2.0
2.0
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
BLD
3
41.250
49.100
2.0
2.0
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
BLD
4
39.500
49.100
2.0
2.0
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
BLD
5
48.850
49.100
2.0
2.0
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
BLD
6
46.100
49.100
2.0
2.0
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
BLD
7
48.100
49.100
2.0
2.0
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
HWY
1
43.300
47.300
1.5
1.5
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
HWY
2
42.750
47.300
1.5
1.5
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
HWY
3
40.700
47.300
1.5
1.5
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
HWY
4
39.300
47.300
1.5
1.5
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
HWY
5
38.100
47.300
1.5
1.5
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
HWY
6
46.300
47.300
1.5
1.5
2.0
15.70
10.55
1.900
1.250
OPERATING ENGINEER
HWY
7
44.300
47.300
1.5
1.5
2.0
15.70
10.55
1.900
1.250
ORNAMNTL IRON WORKER
E
ALL
40.800
43.300
2.0
2.0
2.0
12.86
15.61
0.000
0.500
ORNAMNTL IRON WORKER
W
ALL
44.950
47.200
2.0
2.0
2.0
8.890
17.69
0.000
0.400
PAINTER
ALL
40.880
42.880
1.5
1.5
1.5
9.650
8.200
0.000
1.250
PAINTER SIGNS
BLD
33.920
38.090
1.5
1.5
1.5
2.600
2.710
0.000
0.000
PILEDRIVER
ALL
41.520
43.520
1.5
1.5
2.0
13.19
11.75
0.000
0.530
PIPEFITTER
BLD
41.200
43.200
1.5
1.5
2.0
10.75
15.34
0.000
1.710
PLASTERER
BLD
40.080
42.480
1.5
1.5
2.0
9.550
12.30
0.000
0.990
PLUMBER
BLD
41.200
43.200
1.5
1.5
2.0
10.75
15.34
0.000
1.710
ROOFER
BLD
38.350
41.350
1.5
1.5
2.0
8.280
8.770
0.000
0.430
SHEETMETAL WORKER
BLD
42.160
44.160
1.5
1.5
2.0
9.890
11.61
0.000
0.780
11 SECTION C
SPRINKLER FITTER
BLD
49.200
51.200
1.5
1.5
2.0
10.25
8.200
0.000
0.450
STEEL ERECTOR E
ALL
40.750
42.750
2.0
2.0
2.0
13.20
19.09
0.000
0.350
STEEL ERECTOR W
ALL
44.950
47.200
2.0
2.0
2.0
8.890
17.69
0.000
0.400
STONE MASON
BLD
40.680
44.750
1.5
1.5
2.0
9.550
12.00
0.000
0.970
TERRAZZO FINISHER
BLD
35.510
0.000
1.5
1.5
2.0
9.700
9.320
0.000
0.400
TERRAZZO MASON
BLD
39.370
42.370
1.5
1.5
2.0
9.700
10.66
0.000
0.550
TILE MASON
BLD
41.430
45.430
2.0
1.5
2.0
9.700
8.640
0.000
0.710
TRAFFIC SAFETY WRKR
HWY
28.250
29.850
1.5
1.5
2.0
4.896
4.175
0.000
0.000
TRUCK DRIVER
ALL 1
32.550
33.100
1.5
1.5
2.0
6.500
4.350
0.000
0.150
TRUCK DRIVER
ALL 2
32.700
33.100
1.5
1.5
2.0
6.500
4.350
0.000
0.150
TRUCK DRIVER
ALL 3
32.900
33.100
1.5
1.5
2.0
6.500
4.350
0.000
0.150
TRUCK DRIVER
ALL 4
33.100
33.100
1.5
1.5
2.0
6.500
4.350
0.000
0.150
TUCKPOINTER
BLD
40.950
41.950
1.5
1.5
2.0
8.180
10.82
0.000
0.940
Legend: RG (Region)
TYP (Trade Type - Al1,Highway,Huilding,Floating,Oi1 5 Chip, Rivers)
C (Class)
Base (ease Wage Rate)
FRMAN (Foreman Bate)
M -F>8 (OT required for any hour greater than 8 worked each day. Mon through Fri.
GSA (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 s Welfare Insurance)
Pease (Pension)
Vac (Vacation)
Frog (Training)
Explanations
DUPAGE COUNTY
IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53.
The following list is considered as those days for which holiday rates
of wages for work performed apply: New Years Day, Memorial Day,
Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and
Veterans Day in some classifications /counties. Generally, any of
these holidays which fall on a Sunday is celebrated on the following
Monday. This then makes work performed on that Monday payable at the
appropriate overtime rate for holiday pay. Common practice in a given
local may alter certain days of celebration. If in doubt, please
check with IDOL.
EXPLANATION OF CLASSES
ASBESTOS - GENERAL - removal of asbestos material /mold and hazardous
materials from any place in a building, including mechanical systems
where those mechanical systems are to be removed. This includes the
removal of asbestos materials /mold and hazardous materials from
ductwork or pipes in a building when the building is to be demolished
at the time or at some close future date.
ASBESTOS - MECHANICAL - removal of asbestos material from mechanical
systems, such as pipes, ducts, and boilers, where the mechanical
systems are to remain.
TRAFFIC SAFETY - work associated with barricades, horses and drums
used to reduce lane usage on highway work, the installation and
removal of temporary lane markings, and the installation and removal
of temporary road signs.
CERAMIC TILE FINISHER
12 SECTION C
The grouting, cleaning, and polishing of all classes of tile, whether
for interior or exterior purposes, all burned, glazed or unglazed
products; all composition materials, granite tiles, warning detectable
tiles, cement tiles, epoxy composite materials, pavers, glass,
mosaics, fiberglass, and all substitute materials, for tile made in
tile -like units; all mixtures in tile like form of cement, metals, and
other materials that are for and intended for use as a finished floor
surface, stair treads, promenade roofs, walks, walls, ceilings,
swimming pools, and all other places where tile is to form a finished
interior or exterior. The mixing of all setting mortars including but
not limited to thin -set mortars, epoxies, wall mud, and any other
sand and cement mixtures or adhesives when used in the preparation,
installation, repair, or maintenance of tile and /or similar materials.
The handling and unloading of all sand, cement, lime, tile,
fixtures, equipment, adhesives, or any other materials to be used in
the preparation, installation, repair, or maintenance of tile and /or
similar materials. Ceramic Tile Finishers shall fill all joints and
voids regardless of method on all tile work, particularly and
especially after installation of said tile work. Application of any
and all protective coverings to all types of tile installations
including, but not be limited to, all soap compounds, paper products,
tapes, and all polyethylene coverings, plywood, masonite, cardboard,
and any new type of products that may be used to protect tile
installations, Blastrac equipment, and all floor scarifying equipment
used in preparing floors to receive tile. The clean up and removal of
all waste and materials. All demolition of existing tile floors and
walls to be re- tiled.
COMMUNICATIONS TECHNICIAN
Low voltage installation, maintenance and removal of telecommunication
facilities (voice, sound, data and video) including telephone and
data inside wire, interconnect, terminal equipment, central offices,
PABX, fiber optic cable and equipment, micro waves, V -SAT, bypass,
CATV, WAN (wide area networks), LAN (local area networks), and ISDN
(integrated system digital network), pulling of wire in raceways, but
not the installation of raceways.
MARBLE FINISHER
Loading and unloading trucks, distribution of all materials (all
stone, sand, etc.), stocking of floors with material, performing all
rigging for heavy work, the handling of all material that may be
needed for the installation of such materials, building of
scaffolding, polishing if needed, patching, waxing of material if
damaged, pointing up, caulking, grouting and cleaning of marble,
holding water on diamond or Carborundum blade or saw for setters
cutting, use of tub saw or any other saw needed for preparation of
material, drilling of holes for wires that anchor material set by
setters, mixing up of molding plaster for installation of material,
mixing up thin set for the installation of material, mixing up of sand
to cement for the installation of material and such other work as may
be required in helping a Marble Setter in the handling of all
material in the erection or installation of interior marble, slate,
travertine, art marble, serpentine, alberene stone, blue stone,
granite and other stones (meaning as to stone any foreign or domestic
materials as are specified and used in building interiors and
exteriors and customarily known as stone in the trade), carrara,
sanionyx, vitrolite and similar opaque glass and the laying of all
marble tile, terrazzo tile, slate tile and precast tile, steps, risers
13 SECTION C
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; Crusher,
Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and
Gutter Machine; Grader, Elevating; Grouting Machines; 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 Sulker and Pump;
Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor
Drawn; Slip -Form Paver; Straddle Buggies; Tournapull; Tractor with
Boom and Side Boom; Trenching Machines.
Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete
Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks;
Highlift Shovels or Front Endloaders under 2 -1/4 yd.; Hoists,
Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine;
Hoists, Tugger Single Drum; Rock Drill (Self- Propelled); Rock Drill
(Truck Mounted); Rollers, All; Steam Generators; Tractors, All;
Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame.
Class 3. Air Compressor; Combination Small Equipment Operator;
Generators; Heaters, Mechanical; Hoists, Inside Elevators; Hydraulic
Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3"
(1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well
Points; Welding Machines (2 through 5); Winches, 4 Small Electric
Drill Winches; Bobcats (up to and including 4 cu yd.) .
Class 4. Bobcats and /or other Skid Steer Loaders (other than bobcats
up to and including % cu yd.); Oilers; and Brick Forklift.
Class S. Assistant Craft Foreman.
Class 6. Gradall _
Class 7. Mechanics.
14 SECTION C
OPERATING ENGINEERS - HIGHWAY CONSTRUCTION
Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt
Heater Scarfire; Asphalt Spreader; Autograder /GOMACO or other similar
type machines: AEG Paver; Backhoes with Caisson Attachment; Ballast
Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi -Mix
Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe
Bucket or over or with attachments); Concrete Breaker (Truck
Mounted); Concrete Conveyor; Concrete Paver over 27E cu. £t.; Concrete
Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower
Cranes of all types: Creter Crane: Crusher, Stone, etc.; Derricks,
All; Derrick Boats; Derricks, Traveling; Dowell Machine with Air
Compressor; Dredges; Formless Curb and Gutter Machine; Grader,
Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form
Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted;
Hoists, One, Two and Three Drum; Hydraulic Backhoes; Backhoes with
shear attachments; Lubrication Technician; Manipulators; Mucking
Machine; Pile Drivers and Skid Rig; Pre- Stress Machine; Pump Cretes
Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck
Mounted; Rock /Track Tamper; Roto Mill Grinder; Slip -Form Paver; Soil
Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic
Telescoping Form (Tunnel); Tractor Drawn Belt Loader (with attached
pusher - two engineers); Tractor with Boom; Tractaire with
Attachments; Trenching Machine; Truck Mounted Concrete Pump with Boom;
Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and /or
Mining Machines 5 ft. in diameter and over tunnel, etc; Underground
Boring and /or Mining Machines under 5 ft. in diameter; Wheel
Excavator; Widener (APSCO).
Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve;
Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front
Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with
attachments); Compressor and Throttle Valve; Compressor, Common
Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding
Machine; Concrete Mixer or Paver 7S Series to and including 27 cu.
ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine,
Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck
Cars (Haglund or Similar Type); Drills, All; Finishing Machine -
Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging
Machine; Hydraulic Boom Trucks (All Attachments); Hydro - Blaster; All
Locomotives, Dinky; Off -Road Hauling Units (including articulating) /2
ton capacity or more; Non Self- Loading Ejection Dump; Pump Cretes:
Squeeze Cretes - Screw Type Pumps, Gypsum Sulker and Pump; Roller,
Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self - propelled;
Scoops - Tractor Drawn; Self - Propelled Compactor; Spreader - Chip -
Stone, etc.; Scraper; Scraper - Prime Mover in Tandem (Regardless of
Size): Tank Car Heater; Tractors, Push, Pulling 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.;
Fireman on Boilers; 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
15 SECTION C
Power Unit (Pile Driving, Extracting, or Drilling); Hydro- Blaster;
Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed
a total of 300 ft.); Pumps, Well Points; Tractaire; Welding Machines
(2 through 5); Winches, 4 Small Electric Drill Winches.
Class S. Bobcats (all); Brick Forklifts; Oilers.
Class 6. Field Mechanics and Field Welders
Class 7. Gradall and machines of like nature.
TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION
Class 1. Two or three Axle Trucks. A -frame Truck when used for
transportation purposes; Air Compressors and Welding Machines,
including those pulled by cars, pick -up trucks and tractors;
Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck
Washers; Carry -alls; Fork Lifts and Hoisters; Helpers; Mechanics
Helpers and Greasers; Oil Distributors 2 -man operation; Pavement
Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors;
Self- propelled Chip Spreader; Skipman; Slurry Trucks, 2 -man
operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters;
Unskilled Dumpman; and Truck Drivers hauling warning lights,
barricades, and portable toilets on the job site.
Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or
Turnatrailers when pulling other than self- loading equipment or
similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards;
Ready -mix Plant Hopper Operator, and Winch Trucks, 2 Axles.
Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or
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.
TERRAZZO FINISHER
The handling of sand, cement, marble chips, and all other materials
that may be used by the Mosaic Terrazzo Mechanic, and the mixing,
grinding, grouting, cleaning and sealing of all Marble, Mosaic, and
Terrazzo work, floors, base, stairs, and wainscoting by hand or
machine, and in addition, assisting and aiding Marble, Masonic, and
Terrazzo Mechanics.
Other Classifications of Work:
For definitions of classifications not otherwise set out, the
16 SECTION C
Department generally has on file such definitions which are available.
I£ 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. I£ 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. -
17 SECTION C
VILLAGE OF OAK BROOK
PARTIAL WAIVER OF LIEN TO DATE
STATE OF ILLINOIS ) General Contractor
)SS
COUNTY OF DU PAGE ) To WHOM IT MAY CONCERN:
WHEREAS the undersigned has been retained by the Village of Oak Brook to furnish
for the project known as .
of which the Village of Oak Brook is the ownet.
THE undersigned, for and in consideration of
($ ) Dollars, and other good and valuable consideration, the receipt whereof is hereby acknowledged, do(es)
hereby waive and release any and all lien or claim of, or right m, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with
respect to and on said above- described premises, and the improvements t hereon, and on the material, fixtures, apparatus or machinery furnished, and
on the moneys, funds, or other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or
machinery, furnished to this date by the undersigned for the above - described premises, INCLUDING EXTRAS *.
DATE
COMPANY NAME
ADDRESS
SIGNATURE AND TITLE
CONTRACTOR'S AFFIDAVIT
- _ STATE OF ILLINOIS )
)SS
COUNTY OF DU PAGE )
TO WHOM IT MAY CONCERN:
THE UNDERSIGNED, (NAME)
AND SAYS THAT HE/SHE IS (POSITION)
NAME)
BEING DULY SWORN, DEPOSES
OF (COMPANY
WHO IS THE CONTRACTOR
FURNISHING WORK ON THE
(PROTECT NAME)
That the total amount of the contract including extras* is S on which he/she has received paynamt of
$ prior to this payment. That all waivers are true, correct, and genuine and delivered unconditionally and that there
is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have
furnished material or labor, or both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material
entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material
required to complete said work according to plans and specifications:
coNraACrPatca AMOUNT THIS BALANCE
NAMES AND ADDRESSES WHAT FOR
PAID PAYMENT DUE -
TOTAL LABOR AND MATERIAL INCLUDING EXTRAS* TO COMPLETE
That there are no other contracts for said work outstanding, and that there is nothing due or to become due to any person for material, labor or other
work of any kind done or to be done upon or in connection with said work other than above stated.
DATE
SIGNATURE
SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF
20
NOTARY PUBLIC
-EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS, BOTH ORAL AND WRITTEN, TO THE CONTRACT.
7118/04
18 SECTION C
VILLAGE OFOAKBROOK
PARTIAL WAIVER OF LIEN TO DATE
STATE OF ILLINOIS ) Sub Contractors and Material Suppliers
)SS
COUNTY OF DU PAGE )
TO WHOM IT MAY CONCERN:
WHEREAS the undersigned has been retained by to fumish
for the project known as
of which the Village of Oak Brook is the owner.
THE undersigned, for and in consideration of
(S ) Dollars, and other good and valuable consideration, the receipt whereof is hereby acknowledged, do(es)
hereby waive and release any and all lien or claim of, or right to, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with
respect to and on said above-described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery famished, and
on the moneys, funds, or other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or
machinery, famished to this date by the undersigned for the above-described premises, INCLUDING EXTRAS'.
DATE
SIGNATURE AND
COMPANYNAME
ADDRESS
CONTRACTOR'S AFFIDAVIT
STATE OF ILLINOIS )
)SS
COUNTY OF DU PAGE )
TO WHOM IT MAY CONCERN:
THE UNDERSIGNED, (NAME)
AND SAYS THAT HEISHE IS (POSITION)
NAME)
FURNISHING
BEING DULY SWORN, DEPOSES
OF (COMPANY
WHO IS THE CONTRACTOR
WORK ON THE
That the total amount of the contract including extras' is S on which he/she has received payment of
S prior to this payment That all waivers arc true, correct, and genuine and delivered unconditionally and that there
is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have
famished material or labor, or both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material
entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material
required to complete said work according to plans and specifications:
NAMES AND ADDRESSES WHAT FOR
LABOR AND MATERIAL INCLUDING EXTRAS' TO COMPLETE
CONTRACTPRICE AMOUNT
NCLUDING EXTRAS' PAID
THIS BALANCE
PAYMENT DUE
That there are no other contracts for said work outstanding, and that there is nothing due or to become due to any person for material, labor or other
work of any kind done or to be done upon or in connection with said work other than above stated.
DATE SIGNATURE
SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 20_
NOTARY PUBLIC
*EXTRAS INCLUDE BUT ARE NOT LIMITED, TO CHANGE ORDERS, BOTH ORAL AND WRITTEN, TO THE CONTRACT.
2/19M
19 SECTION C
VII,LAGE OF OAK BROOK
FINAL WAIVER OF LIEN
STATE OF ILLINOIS ) General Contractor
)SS
COUNTY OF DU PAGE )
TO WHOM IT MAY CONCERN:
WHEREAS the undersigned has been retained by the Village of Oak Brook to furnish _
for the project known as
of which the Village of Oak Brook is the owner.
THE undersigned, for and in consideration of
(S ) Dollars, and other good and valuable consideration, the receipt whereof is hereby acknowledged, do(es)
hereby waive and release any and all lien or claim of. or right to, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with
respect to and on said above - described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery furnished, and
on the moneys, funds, of other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or
machinery, heretofore furnished, or which may be furnished at any time hereafter, by the undersigned for the above - described premises,
INCLUDING EXTRAS`.
DATR COMPANY NAME
ADDRESS
SIGNATURE AND TITLE
CONTRACTOR'S AFFIDAVIT
STATE OF ILLINOIS
)SS
COUNTY OF DU PAGE
TO WHOM IT MAY CONCERN:
THE UNDERSIGNED, (NAME)
AND SAYS THAT HE/SHE IS (POSITION)
FURNISHING
BEING DULY SWORN, DEPOSES
OF (COMPANY
WHO IS THE CONTRACTOR
WORK ON THE
(PROJECT NAME)
That the total amount of the contriet including =tm* is S on which he/she has received payment of
$ prior to this payment. That all waivers are true, correct, and genuine and delivered unconditionally and that there
is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have
furnished material or labor, m both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material
entering into the construction thereof and the amount due or to become due to each, and that the Stems mentioned include all labor and material
required to complete said work according to plans and specification:
CONTRRACTPRICE AMOUNT THIS BALANCE
NAMES AND ADDRESSES WHAT FOR mimrmwc Exmns• - PAID PAYMENT DUE
TOTAL LABOR AND MATERIAL INCLUDING EXTRAS* TO COMPLETE
That there are no other contracts for said work outstanding, and that there is nothing due or to become due to any person for material, labor or other
work of any kind done or to be done upon or in connection with said work other them above stated.
SIGNATURE
SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF
NOTARY PUBLIC
'EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS, BOTH ORAL AND WRITTEN, TO THE CONTRACT.
2/18/04
20 SECTION C
VILLAGE OF OAK BROOK
FINAL WAIVER OF LIEN
STATE OF ILLINOIS ) Sub Contractors and Material Suppliers
)SS
COUNTY OF DU PAGE )
TO WHOM IT MAY CONCERN:
WHEREAS the undersigned has been retained by
to furnish
for the project known as
of which the Village of Oak Brook is the owner.
THE undersigned, for and in consideration of
(S_ ) Dollars, and other good and valuable consideration, the receipt whereof is hereby acknowledged, do(es)
hereby waive and release any and all lien or claim o>- or right to, lien, under the statutes of the State of Illinois, relating to mechanics' liens, with
respect to and on said above - described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery furnished, and
on the moneys, funds, or other considerations due or to become due from the owner, on account of all labor, services, material, fixtures, apparatus or
machinery, heretofore furnished, or which may be famished at any time hereafter, by the undersigned for the above - described premises,
INCLUDING EXTRAS*.
DATE COMPANY NAME
ADDRESS
SIGNATURE AND
CONTRACTOR'S AFFIDAVIT
STATE OF ILLINOIS )
) SS
COUNTY OF DU PAGE )
TO WHOM IT MAY CONCERN:
THE UNDERSIGNED, (NAME)
AND SAYS THAT H&MIE IS (POSITION)
NAME)
FURNISHING
BEING DULY SWORN, DEPOSES
OF (COMPANY
WHO IS THE CONTRACTOR
WORK ON THE
That the total amount of the contract including extras* is S on which he/she has received payment of
S prior to this payment. That all waivers are true, correct, and genuine and delivered unconditionally and that there
L
s no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have
famished material or labor, or both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material
entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material
required to complete said work according to plans and specifications:
CONTRACT PRICE 'AMOUNT TH19 BALANCE
NAMES AND ADDRESSES WHAT FOR
TOTAL LABOR AND MATERIAL INCLUDING EXTRAS• TO COMPLETE
PAID PAYMENT DUE
That there are no other contracts for said work outstanding, and that there is nothing due or to become due to any person for material, labor or other
work of any kind done or to be done upon or in connection with said work other than above stated.
DATE - . SIGNATURE
SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF • ]A_
NOTARY PUBLIC
*EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS, BOTH ORAL AND WRITTEN, TO THE CONTRACT.
7118/04
21 SECTION C
Section D Technical Specifications
TABLE OF CONTENTS
Tableof Contents ..................................................................................... 01
Plans and Specifications ............................................................................ 03
Specifications for Construction .......................................... ......................... 04
ADDITIONAL SPECIAL PROVISIONS
Article 101 — Definition of Terms ..................................................................
07
Article 102.01 — Advertisement, Bidding, Award, and Contract Execution .............
07
Description and Location of the Work ............................................................
07
Pre-Construction Meeting ...........................................................................
08
Utility Coordination ....................................................................................
08
WorkingHours ............................ ............................................................
08
Schedule...................................................................................... _ ........
09
Article 105.01 — Authority of Engineer ...........................................................
09
Article 105.05 — Coordination of the Contract Documents..... .............................09
Laws to be Observed .................................................................................
10
Construction Noise Restriction ....................................................................
12
Construction Water Restriction and Use of Fire Hydrants ..... .............................12
Certification of Materials .... .................................................................
12
Controlof Work ........................................................................................
12
Professional Engineer's Certification for all Soil and Clean Construction and
Demolition Debris (CCDD) .................................................................
12
Subsurface Information .... .........................................................................
13
Bracing and Sheeting ......................... ......................................................
13
Section 107 — Maintenance of Roadways ....................... ...............................
14
Section 107 — Maintenance and Protection of Manhole Lids and Valve Covers......
14
Section 107 — Protection of Existing Drainage Facilities During Construction........
15
Article 107.09 — Public Safety and Convenience .............................................
15
Article 107.30 — Protection of Concrete .........................................................
15
Article 108.01 — Subletting of Contract ..........................................................
16
Article 108.06 — Labor, Methods, and Equipment ................ .............................16
Article 202.03 — Construction Debris ................................ .............................16
9-6 Partial Payments and Retainage ............ ................................................
16
9-9 Acceptance and Final Payment ..............................................................
19
Quality Control/Quality Assurance of Concrete Mixtures ....... .............................19
41-2.10#01 Thrust Blocking ........................................................................
19
Section 602 — Catch Basin, Manhole, Inlet, Drainage Structures, and Valve Vault
Construction, Adjustment, and Reconstruction .......... .............................19
42001300 — Protective Coat ........................................................................
20
1-immPORN
44000500 — Combination Curb and Gutter Removal ........................... .......
.... 20
44000600 — Sidewalk Removal ....................................................................
21
56104900/56105200 — Water Valves 6712"
_ 21
56400820 — Fire Hydrants with Auxiliary Valve and Valve Box. ..........................
21
60500405 — Filling Valve Vault ............................................ ........................
23
60605500 — Combination Concrete Curb and Gutter, Type B-6.24 (Variable
WidthGutter Flag) ...........................................................................
23
60609200 — Combination Concrete Curb and Gutter, Type M-6.12 .....................
24
(PVC) C-900 Water Main 67 12" ...................................... .............................
25
External Joint Restraint for PVC C-900 Water Main ............. .............................26
Pressure Testing and Chlorination of Water Mains ..........................................
27
Tracer Cable and Conduit ................................................................. .........
28
Connection to Existing Mains/Services ........................... ..............................
29
X0323677 — Street Sweeping ......................................................................
30
X0324636 — Water Valve Boxes to be Abandoned .............. .............................30
X0549200 — Cleaning Pave Ditch ................................... .............................
31
X2080250 — Trench Backfill, Special ................................ .............................31
X2130010 — Exploration Trench, Special .......................................................
32
X4240430 — Portland Cement Concrete Sidewalk, 5 Inch, Special ........ .........
... 33
Bituminous Bike Path, 4" ............................................. ...............................
33
X4404400 — Pavement Removal (Special) ...................... ...............................
34
X5610651 — Abandon Existing Water Main, Fill with CLSM ... .............................34
X7010216 — Traffic Control and Protection, (Special) .......................................
35
Z0001050 —Aggregate Subgrade 12" ............................ ...............................
36
Z0013798 —Construction Layout ...................................................... ...........
37
Z0019600 — Dust Control Watering ...............................................................
38
Z0062456 — Temporary Pavement ................................ ...............................
39
Public Works Construction Standards — Subdivision Water Main Construction .......
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SECTION D
VILLAGE OF OAK BROOK
2013 WATER MAIN PROJECT
PLANS AND SPECIFICATIONS
The following plans are attached to this Bid Package and are included as a part of the
contract documents for this work:
DRAWING NO. TITLE
1 thru 18 2013 WATER MAIN PROJECT
Detailed specifications are contained in this section. In the event that any conflict exists
with any part of the various contract documents, the following order shall govern:
1. Plans shall take precedence; then
2. Special Provisions; then
3. Village of Oak Brook "Public Works Construction Standards "; then
4. Standard Specifications for Water and Sewer Construction in Illinois; then
5. Standard Specification for Road and Bridge Construction
SECTION D
VILLAGE OF OAK BROOK
2013 WATER MAIN PROJECT
SPECIFICATIONS FOR CONSTRUCTION
The following Specifications and other provisions together with the Special Provisions
shall govern of the proposed improvement and will be made part of the Contract.
A. "Standard Specifications for Water and Sewer Main Construction in Illinois ",
latest edition.
B. "Standard Specification for Road and Bridge Construction ", adopted January 1,
2012, published by the Illinois Department of Transportation (IDOT).
C. "Supplemental Specifications and Recurring Special Provisions ", adopted
January 1, 2012, published by IDOT.
D. "Bureau of Local Roads and Streets, Special Provisions and Specifications ",
published by IDOT.
E. "Bureau of Design and Environment, Special Provisions ", adopted subsequent to
issuance of Supplemental Specifications and Recurring Special Provisions.
F. "Manual on Uniform Traffic Control Devices for Streets and Highways ", 2009
edition, adopted by IDOT.
G. "Illinois Supplement to the National Manual on Uniform Traffic Control Devices ",
2009 edition, published by IDOT.
H. Village of Oak Brook "Public Works Construction Standards ", latest edition.
I. "Manual of Test Procedures for Materials ", adopted June 1, 2012, published by
IDOT.
J. American Water Works Association (AWWA) Standards, latest edition.
K. Environmental Regulations for the State of Illinois; Title 35 of the Illinois
Administrative Code.
Before submitting the proposal, bidders should read all the above mentioned documents
along with the Special Provisions and familiarize themselves with all requirements of
same.
Before submitting proposals, bidders should visit the site of the proposed work, verify all
site conditions and also conditions under which said work must be conducted.
Submission of a Proposal implies that the bidder is fully conversant with all requirements
of Standard Specifications, Special Provisions, Standard Drawings, and site conditions.
No claim for additional compensation will be considered or paid because of the
Contractor's negligence or failure to be so informed.
4 SECTION D
SPECIFICATIONS FOR CONSTRUCTION
The following Special Provisions supplement the "Standard Specifications for Water and
Sewer Construction in Illinois" (hereinafter referred to as the Standard Specifications);
the "Standard Specifications for Road and Bridge Construction" (hereinafter referred to
as the IDOT Standard Specifications) adopted January 18t, 2012; the latest edition of the
"Illinois Manual on Uniform Traffic Control Devices for Streets and Highways" in effect
on the date of invitation for bids. In case of conflict with any part or parts of said
Specifications, the said Special Provisions shall take precedence and shall govern.
SECTION D
FmIll 01 ol I I Eel z1_T I
SPECIAL
PROVISIONS
SECTION D
ARTICLE 101 — DEFINITION OF TERMS
In addition to the definitions included in Section 101 of the IDOT Standard
Specifications, the following shall apply:
Engineer — shall be the Village of Oak Brook or as designated and employed by the
Owner.
Owner — shall be the Village of Oak Brook.
Inspector— shall be the Village of Oak Brook or as designated and employed by the
Owner.
Municipality — shall be the Owner.
Add the following to Section 102 of the IDOT Standard Specifications and to Section A
and Section C of the Contract:
Prequalification of Bidders. An IDOT "Certificate of Eligibility" is not required. The
Contractor shall provide a list of references from completed water main projects of
similar scope.
DESCRIPTION AND LOCATION OF THE WORK
The work as shown on the Plans and as specified herein includes the installation of a
12 -inch water main that is directly north of the IDOT roadway 22nd Street but south of
the Village's roadway 22nd Street (also known as Hunter Drive). The length of the 12-
inch water main installation along 22nd Street (Hunter Drive) is approximately 800 feet.
The project's work generally consists of the following: pavement removal, earth
excavation, parkway landscaping, water main installation, water service connections,
concrete curb and gutter, pavement patching, asphalt bike path, slope stabilization,
water main abandonment, and all incidental and collateral work necessary to complete
the project as shown on the Plans and described herein.
The work as shown on the Plans and as specified herein contain quantities for bid items
listed in a bid schedule on a unit price basis. The total quantities and unit prices for the
bid will be used in determining the lowest responsible bidder.
SECTION D
PRE - CONSTRUCTION MEETING
The Village will hold a pre - construction meeting, which shall be attended by the
successful Bidder, and all other appropriate agencies, utilities, etc.
The meeting will be held at a time agreed to by the Village and the successful Bidder.
The successful Bidder shall present executed contracts with bonds and insurance prior
to this meeting. Also, the successful Bidder shall provide the names and phone
numbers of responsible employees to be contacted off -hours for emergencies.
UTILITY COORDINATION
The successful Bidder is responsible to contact all utilities for locations prior to the start
of work (J.U.L.I.E.) at (800) 892 -0123. Note: ALL utility locations shown on the Plans
are APPROXIMATE ONLY; the successful Bidder is to use care when working around
utilities so as not to damage them. The successful Bidder is responsible for any utilities
damaged. The successful Bidder shall work with the agencies to organize and
complete the work as expeditiously as possible.
WORKING HOURS
Unless otherwise identified in the balance of Section D and the project drawings,
construction operations shall be limited to the following period:
Monday thru Friday .........................6:00 a.m. to 6:00 p.m.
Saturday and Sunday ..................6:00 a.m. to 6:00 p.m.
No work shall be performed on Holidays. Time regulations shall not apply to traffic
control devices such as barricades, signs, and lighting.
Time regulation will not apply to work associated with NON - PRESSURE WATER MAIN
CONNECTION "A ", NON - PRESSURE WATER MAIN CONNECTION "B ", AND WATER
SERVICE CONNECTION, 6" that must be completed during off -peak hours. Water shut
down of existing water main is limited to the hours of 12:00 a.m. (midnight) to 4:00 a.m.
All work associated with these items must be coordinated through the Village of Oak
Brook and the proposed installation plans, dates, and times must be approved prior to
the work taking place. Work will be allowed anytime for the associated connections to
be made during the allowable existing water main shut down times, contingent upon
Village approval.
Additional time and day restrictions may be applicable per IDOT permit requirements
when working in or accessing IDOT 22ntl Street rights -of -ways.
SECTION D
SCHEDULE
The successful Bidder shall provide a schedule, with adequate detail, to show how
progress is anticipated to meet the completion dates shown in the contract. Work shall
not commence on the project until a schedule is approved by the Village.
ARTICLE 105.01 — AUTHORITY OF ENGINEER
The authority of the Engineer as defined in Article 105.01 of the IDOT Standard
Specifications shall be re- defined as follows:
"All work shall be done under the observation of th Engineer and shall be done in
accordance with requirements of the Contract. The Engineer shall decide all questions
which arise as to the interpretation of the Plans and Specifications and as to disputes
and mutual rights between Contractors under the Specifications. The Engineer shall
advise the Owner as to the quality and acceptability of materials furnished and work
performed, rate of progress of the work, an acceptable fulfillment of the Contract. The
Engineer will determine the amount of materials acceptable fulfillment of the Contract.
The Engineer will determine the amount of materials furnished and work performed.
The Engineer's advice and determinations shall be conditions precedent to the right of
the Contractor to receive money due the Contactor under the Contract."
"The Engineer will notify the Contractor in writing if the work is to be suspended by the
Owner wholly or in part due to the failure of the Contractor to carry out provisions of the
contract; for failure to carry out orders; for such periods due to unsuitable weather; for
conditions considered unsuitable for the prosecution of the work or for any other
condition or reason deemed to be in the public interest."
"In case of failure on the part of the Contractor to execute work as directed by the
Engineer, the Owner may, at the expiration of a period of 48 hours after giving notice in
writing to the Contractor, proceed to execute such work as may be deemed necessary,
and the cost thereof shall be deducted from compensation due or which may become
due to the Contractor under the contract."
The Engineer shall not assume any of the responsibilities of the Contractor's
superintendent or of the Subcontractors; shall not expedite the work for the Contractor;
and shall not advise on, or issue directions concerning aspects of construction means,
methods, techniques, sequences or procedures, or safety precautions in connection
with the work.
ARTICLE 105.05 — COORDINATION OF THE CONTRACT DOCUMENTS
In addition to the requirements of Article 105.05 of the IDOT Standard Specifications,
the Contractor will be required to fully acquaint himself, his staff, his sub - contractors and
any and all representatives of his organization and his suppliers with the specific
requirements of this project as described by the plans, the various specifications as
SECTION D
referenced herein, the special provisions and the standard drawings prior to the
execution of any work.
Any questions or the need for further clarification or supplemental data required by the
Contractor shall be addressed to the Engineer before the work is started, preferably at
the pre - construction conference. Depending on the nature of such questions or
clarification required, it shall be the discretion of the Contractor or the Engineer to
establish such issues in writing.
Claims of ignorance regarding the requirements of the plans, specifications, special
provisions and standard drawings will be disallowed and will in no way relieve the
Contractor of his responsibility to construct the work in accordance with the provisions
cited herein. All work which does not conform to the requirements of the contract will be
considered unacceptable and subject to the provisions of Article 150.13 of the ]DOT
Standard Specifications.
LAWS TO BE OBSERVED
The Contractor shall be responsible for abiding by the requirements set forth in the
following Article of the Code of Ordinances for the Village of Oak Brook:
6 -1 -1: NOISE
A. It shall be unlawful for any person to make, continue to cause to be made or
continue any loud, unnecessary, prolonged or unusual noise which disturbs
the peace of others.
B. Any person who shall, without prior authorization by the President and Board
of Trustees, operate or cause, permit or allow to be operated upon any public
street in the Village any mechanically operated piano, phonograph or other
musical instrument, radio or similar mechanical or electrical device or wind
instrument or noise - making device of any character whatsoever, for the
purpose of advertising any goods, wares, merchandise or other articles for
sale, barter or exchange, or for the purpose of attracting attention, or of
inviting the patronage of any person to any business whatsoever, shall be
deemed guilty of an offense against the Village. (Ord. G -577, 10 -22 -1996)
6 -1 -2: USE OF HEAVY EQUIPMENT, TOOLS: RESTRICTIONS
Except as provided in balance of this Section, no person or entity may use "heavy
equipment" in residential areas except between seven o'clock (7:00) A.M. and six
o'clock (6:00) P.M. Monday through Friday and between eight o'clock (8:00) A.M.
and five o'clock (5:00) P.M. on Saturdays and Sundays; and in commercial areas
except between six o'clock (6:00) A.M. and six o'clock (6:00) P.M. Monday through
Friday and between six o'clock (6:00) A.M. and six o'clock (6:00) P.M. on Saturdays
and Sundays; provided, however, that such equipment shall not be used at any time
10 SECTION D
on Federal holidays. For purposes of this Section "heavy equipment" shall mean
bulldozers, jackhammers, pile drivers, power hammers, chain saws, graders,
riveters, earth movers, tree and stump grinders, trenchers, cement mixers, tractors,
power hoists or derricks, demolition balls, power shovels, trucks, and power
equipment on wheels or traction chains, or other similar equipment but shall not
include garbage trucks, which are governed by separate agreement within the
Village.
A. Other Tools: Tools other than heavy equipment may be used at any time within a
fully enclosed structure; any use of such tools outside a fully enclosed structure
shall be prohibited between the hours of eight o'clock (8:00) P.M. and eight
o'clock (8:00) A.M., except as provided in the balance of this Section.
B. Emergencies: The limitations stated in this Section shall not apply in any situation
which requires heavy equipment or other tools in emergencies to assist or avoid
a problem related to health or to safety of persons or property, or to sewer, water,
power, utility, or telephone interruptions.
C. Work By Public Agencies: The limitations stated in this Section may be waived by
the Board of Trustees by resolution for work undertaken by any public body or
agency for the benefit of the public. The Board of Trustees may attach to any
such waiver all conditions it deems necessary to protect the public health, safety
or welfare.
D. Waiver: The limitations stated in this Section may be waived by the Village
Manger in areas of the Village zoned for nonresidential uses pursuant to the
Village zoning ordinance; provided, however, that no such waiver shall be
granted unless the Village Manager finds that:
The party seeking the waiver will suffer a unique or unusual hardship
unless the waiver is granted; and
2. The granting of a waiver will not cause a substantial or undue adverse
impact upon adjacent property or upon the public health, safety and
welfare. The Village Manager may attach to such waiver all conditions he
deems necessary to protect the public health, safety or welfare.
E. Building Permits: Work undertaken pursuant to any permit issed by the Village
shall be subject to the provisions of this Section. (Ord. G -577, 10 -22 -1996)
11 SECTION D
CONSTRUCTION NOISE RESTRICTION
All engines and engine driven equipment used for construction or for hauling shall be
equipped with an adequate muffler in constant operation and properly maintained to
prevent excessive noise.
CONSTRUCTION WATER RESTRICTION AND USE OF FIRE HYDRANTS
In addition to the requirements of Article 107.18 of the IDOT Standard Specifications
construction water must be obtained from a tank truck and not from municipal fire
hydrants. Arrangements for filling a tank truck shall be made with the Village of Oak
Brook Public Works Department, 3003 Jorie Blvd., Oak Brook, Illinois.
If approved by the Owner, the proposed hydrant may be used as a water source for
construction purposes, including water necessary for any jetting compaction methods
proposed by the Contractor and approved by the Engineer.
CERTIFICATION OF MATERIALS
The Village shall be furnished with a list of sources of materials before material are
shipped so materials can be inspected before shipping, if desired. All materials shall be
subject to inspection at the source and at the job site. The Village may reject any
materials at either location. All materials incorporated in this project shall be new
materials from the approved Village Material list unless specifically called -out otherwise
in the Contract Documents Special Provisions for this project and approved by the
Engineer in charge of this project. Use of existing material or recycled materials shall
not be permitted without the written consent of the Village. The successful Bidder shall
furnish the Village with the manufacturer's certificates for all materials supplied to the
project except those Specifications exempted by the Village.
CONTROL OF WORK
For field engineering, construction layout, and control of work, the successful Bidder is
responsible for all necessary surveying and staking. This work will be paid for
separately per the pay item listed in the Bid Form.
Effective July 10, 2010, Public Act 96 -1416 amended the Environmental Protection Act
415 ILCS 5/1, et seq. ( "EPA "), to provide for, among other things, an interim
certification requirement for the disposition of "uncontaminated soil" at either a "clean
construction or demolition debris fill operation" or an "uncontaminated soil fill operation."
It is the CONTRACTOR'S responsibility to procure the services of a Licensed
Professional Engineer for the purpose of presenting certification on all required forms
12 SECTION D
prescribed by the IEPA whenever excavated soil and clean construction and demolition
debris is disposed of from the public right -of -way. The Licensed Professional Engineer,
or signee of the Uncontaminated Soil Certification: Form LPC — 662 or 663, shall have
reasonable evidence or basis upon which they are certifying that soil from the project
site is uncontaminated. The Licensed Professional Engineer shall obtain evidence
including analytical testing for volatile organic compounds (VOC), at minimum, prior to
signing off on the uncontaminated designation of the waste.
The CONTRACTOR shall provide a Licensed Professional Engineer's certification for all
soil and clean construction and demolition debris containing soil uncontaminated prior to
major underground activities. Upon certification, all excavated soil and clean
construction and demolition debris shall be deposited in an IEPA- approved landfill.
Providing the Professional Engineer's Certification and all testing of VOC's shall be
included in the cost of the contract. The cost to comply with these restrictions shall be
at no additional expense to the Village or contract.
SUBSURFACE INFORMATION
All soils and pavement information, upon which the design was prepared, shown on the
Plans or contained in the Special Provisions pertaining to subsurface exploration,
borings, test pits and other preliminary investigations represents only the best
knowledge of the Village as to the location, character or quantity of the materials
encountered and is only included for the convenience of the bidder. The Village
assumes no responsibility whatever in respect to the sufficiency or accuracy of the
information, and there is no guaranty, either expressed or implied, that the conditions
indicated are representative of those existing throughout the work, or that unanticipated
developments may not occur.
The bidder will be permitted to see and examine this information for whatever value he
considers it worth. Any additional borings deemed necessary by the bidder shall be
made at his own expense. It is expected that each bidder will, prior to submitting his bid,
visit the site of the work, examine the local conditions, inform himself as to the
accessibility of the work, and ascertain the character of the material to be excavated
and obtain such available information as will assist him to make an intelligent bid.
Failure of a bidder to make such an examination may be held to be sufficient reason to
reject his bid. No allowance will be made for failure of a bidder or CONTRACTOR to
estimate the difficulties attending the execution of the work.
BRACING AND SHEETING
Description. The CONTRACTOR shall provide all trench bracing /protection in
accordance with Article 550.04 of the MOT Standard Specifications, and shall provide
ample means and equipment to keep all excavations dry during the construction period
until completion and acceptance of the work at final inspection. The CONTRACTOR, if
necessary, shall furnish, place and maintain protective measures during excavations to
13 SECTION D
safeguard adjacent utilities, as well as the work done under this contract. Protective
measures for excavation support should include the use of safety trench boxes,
sheeting and bracing, or other appropriate methods. In this regard, the CONTRACTOR
must be responsible for meeting OSHA requirements, local regulations and /or project
specifications with the respect to the safety of his work force and protection of adjacent
structures.
If at anytime the method being used by the CONTRACTOR for supporting any material,
roadway or utility structure adjacent to any excavation is not reasonably safe in the
opinion of the ENGINEER, the ENGINEER may require and the CONTRACTOR shall
provide additional bracing and support necessary to furnish the added degree of safety
required by the ENGINEER. The CONTRACTOR shall provide such additional bracing
and support by any method approved by the ENGINEER, as he may elect to use, but
the taking of such added precautions shall in no way relieve the CONTRACTOR of his
sole and final responsibility for the safety of lives, work and structures.
Basis of Payment. The cost of such required protective measures and dewatering
processes shall not be paid for separately but shall be considered as included in the
cost of the associated contract item being installed.
SECTION 107 — MAINTENANCE OF ROADWAYS
Beginning on the date that the CONTRACTOR begins work on this project, he shall
assume responsibility for normal maintenance of all existing roadways within the limits
of the improvement. This normal maintenance shall include all repair work deemed
necessary by the ENGINEER, but shall not include snow removal operations. Traffic
Control and Protection for this work will be provided by the CONTRACTOR as required
by the ENGINEER.
If items of work have not been provided for in the contract, or otherwise specified for
payment, such items, including the accompanying Traffic Control and Protection
required by the ENGINEER, will be paid for in accordance with Article 109.04 of the
IDOT Standard Specifications.
SECTION 107 — MAINTENANCE AND PROTECTION OF MANHOLE LIDS AND
VALVE COVERS
There are manholes located within the construction limits. Care should be taken during
the paving operations. It is the responsibility of the CONTRACTOR to inspect all
existing manhole lids and valve covers, together with the ENGINEER, prior to starting
construction and a record kept of their condition. All debris which accumulates on new
and existing lids and covers and in their pick holes during the time the contract is in
force shall be removed and disposed of by the CONTRACTOR at his own expense.
14 SECTION D
SECTION 107 — PROTECTION OF EXISTING DRAINAGE FACILITIES DURING
CONSTRUCTION
All existing drainage structures are to be kept free of all debris resulting from
construction operations. All work and material necessary to prevent accumulation of
debris in the drainage structures will be considered included in the cost of the contract.
Any debris in the drainage structures resulting from construction operations shall be
removed at the CONTRACTOR'S own expense, and no extra compensation will be
allowed. Should reconstruction or adjustment of a drainage structure be required by the
ENGINEER in the field, the necessary work and payment shall be done in accordance
with Section 602 and Article 104.02 respectively of the MOT Standard Specifications.
During construction if the CONTRACTOR encounters or otherwise becomes aware of
any sewers, underdrains or field drains within the right -of -way other than those shown
on the Plans, he shall so inform the ENGINEER who shall direct the work necessary to
maintain or replace the facilities in service and to protect them from damage during
construction if maintained. Existing facilities to be maintained that are damaged
because of noncompliance with this provision shall be replaced at the CONTRACTOR'S
own expense. Should the ENGINEER have directed the replacement of a facility, the
necessary work and payment shall be done in accordance with Sections 550 and 601
and Article 104.02, respectively, of the IDOT Standard Specifications.
ARTICLE 107.09 — PUBLIC SAFETY AND CONVENIENCE
The CONTRACTOR shall maintain entrances along the proposed improvement.
Interference with traffic movements and inconvenience to owners of abutting property
and the public shall be kept to a minimum. Delays and inconveniences caused by the
CONTRACTOR by complying with these requirements shall be considered included in
the cost of the contract and no additional compensation will be allowed. The
CONTRACTOR is to plan his work so that there will be no open holes in the pavement
and that all barricades will be removed from the roadway during non - working hours,
except where required for public safety.
ARTICLE 107.30 — PROTECTION OF CONCRETE
Special attention is called to Article 107.30 of the IDOT Standard Specifications. Any
defaced work and any sidewalk and curb and gutter not acceptable to the ENGINEER
shall be replaced by the CONTRACTOR at his sole expense prior to final payment.
It is the CONTRACTOR's responsibility to guard and protect newly poured concrete
against any foreign markings, initials, writings, footprints, handprints, and all other
graffiti and imperfections that may occur as a result of vandalism or innocent pranks.
The CONTRACTOR shall remove all concrete damaged in this manner and replace
same, all at his expense and no cost to the Village. It is suggested that the
CONTRACTOR either place the concrete in the morning prior to noon or provide
security to protect his work.
15 SECTION D
In addition, any adjacent sidewalk damaged by the CONTRACTOR during the removal
or replacement operations shall be removed and replaced by the CONTRACTOR at no
cost to the Village.
ARTICLE 108.01 — SUBLETTING OF CONTRACT
In addition to the requirements of Article 108.01 of the IDOT Standard Specifications
within fifteen (15) days after the Notice of Award of contract, the Contractor shall submit
for approval to the Engineer a list of all the sub - contractors that are to be performing or
constructing any type of work in this contract. The list shall include the sub - contractor's
name and address, and the type and amount of work to be performed by the sub-
contractor.
ARTICLE 108.06 — LABOR, METHODS, AND EQUIPMENT
The provisions of Article 108.06 of the IDOT Standard Specifications shall apply except
that the Owner, not the Engineer, shall have the authority to suspend the work due to
the Contractor's failure to remove persons, who in the opinion of the Engineer, do not
perform the work in a proper manner or are intemperate or disorderly; or due to the
Contractor's failure to furnish suitable and sufficient personnel for the proper
prosecution of the work.
ARTICLE 202.03 — CONSTRUCTION DEBRIS
Effective October 18, 1999
Add the following to the third paragraph of Article 202.03 of the IDOT Standard
Specifications:
"The CONTRACTOR shall not conduct any generation, transportation, or recycling of
construction or demolition debris, clean, general or uncontaminated soil generated
during construction, remodeling, repair, and demolition of utilities, structures, and roads
that is not commingled with any waste, without the maintenance of documentation
identifying the hauler, generator, place of origin of the debris or soil, the weight or
volume of the debris or soil, and the location, owner, and operator of the facility where
the debris or soil was transferred, disposed, recycled or treated."
9-6 PARTIAL PAYMENTS AND RETAINAGE
The provisions of Section 9-6 of the Standard Specifications shall be modified so that at
least once a month, the Contractor will be responsible for formulating and submitting an
approximate estimate and invoice, in writing, to the Engineer and Owner of materials in
place complete, the amount of WORK performed, and the value thereof, at the
CONTRACT unit price. This invoice will be reviewed by the Engineer and revised, if
necessary. The Engineer will then forward the partial payment invoice or revised partial
16 SECTION D
payment invoice to the President and Board of Trustees of the Village of Oak Brook for
approval of a partial payment.
Retainage shall be determined by the Village.
Partial payments will not be made until satisfactory waivers of lien are received by the
Village of Oak Brook and approved. The attached waiver forms at the end of Section C
must be used.
The following procedure shall be used:
1st Payment — Waiver from the General Contractor is required. Waivers from
subcontractors and materialmen are not required.
2 2nd Payment — Waiver from the General Contractor is required. Waivers from
subcontractors and materialmen are required in the amounts listed within the
General Contractor's "Contractor's Affidavit" from Payment No. 1.
3. 3`d & Subsequent Payments — Same as #2 with amounts as listed within the
previous "Contractor's Affidavit" table.
4. Final Payment — All final waivers must be complete. The General must be for
the total final amount. The subcontractors and materialmen must be for their
total final amounts.
A waiver package submitted for payment concerning Village of Oak Brook projects shall
utilize waiver forms supplied by the Village and shall meet the following requirements:
A. General Contractor
Upper part of the Waiver Form must:
a) Describe the work or material furnished
b) State the name of the project
c) Recite the full consideration for amount received ($1.00 waivers
are not acceptable)
d) Be properly executed by the person furnishing the waiver and be
currently dated
2. Lower part of the Waiver Form (Contractor's Affidavit) must:
a) State the name of the person executing it
b) State the person's position in the company
c) State the company's name
d) Describe the work or material furnished
e) State the name of the project
f) State the total amount of the project including extras
17 SECTION D
g) State the amount received to date
h) List in the table the names of all subcontractors and /or material
suppliers, their work or material furnished, their contract amount,
amount previously paid to them, the amount being paid to them
with this payout, and any balance due after this payout. The
General would also list itself.
i) Be properly executed by the person furnishing the Affidavit and be
currently dated
j) Be notarized and sealed
B. Subcontractors and /or Material Suppliers
A Waiver and Affidavit must be submitted for every subcontractor and material
supplier listed on the General Contractor's Affidavit starting with Payout No. 2.
Upper part of the Waiver Form must:
a) Identify the company with whom the contract was made to furnish
work or material
b) Describe the work or material furnished
c) State the name of the project
d) Recite the full consideration for amount received from previous
payout to the General Contractor ($1.00 waivers are not
acceptable)
e) Be properly executed by the person furnishing the waiver and be
currently dated
2. Lower part of the Waiver Form (Contractor's Affidavit) must:
a) State the name of the person executing it
b) State the person's position in the company
c) State the company's name
d) Describe the work or material furnished
e) State the name of the project
f) State the total amount of the project including extras
g) State the amount received to date
h) List in the table the names of all subcontractors and /or material
suppliers, their work or material furnished, their contract amount,
amount previously paid to them, the amount being paid to them
with this payout, and any balance due after this payout. The
General would also list itself.
i) Be properly executed by the person furnishing the Affidavit and be
currently dated
j) Be notarized and sealed
A subcontractor may have sub - subcontractors or material suppliers listed
in its Affidavit. Each listed entity must supply the necessary waivers.
18 SECTION D
NOTE FOR BOTH GENERAL CONTRACTOR AND SUBCONTRACTORS: If all
materials are taken from fully paid stock, the table in the Affidavit should recite:
"All materials taken from fully paid stock and delivered to the jobsite in our own trucks."
9 -9 ACCEPTANCE AND FINAL PAYMENT
The provisions of Section 9 -9 of the Standard Specifications shall be modified so that
the Contractor will be responsible for formulating and submitting to the Engineer and
Owner the final estimate and invoice, in writing. This invoice will be reviewed by the
Engineer and revised, if necessary, to show "As- built" quantities and dimensions. The
Engineer will then forward the final invoice or revised final invoice to the President and
the Board of Trustees of the Village of Oak Brook for approval and acceptance of work.
Payment will not be made until satisfactory waivers of lien are received by the Village of
Oak Brook and approved. The attached waiver forms at the end of Section C must be
used. The waiver procedures stated in the partial payment section will be utilized.
QUALITY CONTROUQUALITY ASSURANCE OF CONCRETE MIXTURES
Description. Check Sheet #31: Quality ControUQuality Assurance of Concrete
Mixtures (Eff. 4 -1 -92) (Rev. 1 -1 -09) of the Supplemental Specifications and Recurring
Special Provisions, indicated on the Check Sheet included herein, specifies the quality
control responsibilities of the CONTRACTOR for Portland cement concrete mixtures
and controlled low- strength material incorporated in the project, and defines the quality
assurance and acceptance responsibilities of the ENGINEER.
Basis of Payment. Quality ControUQuality Assurance of Portland cement concrete
mixtures will not be paid for separately, but shall be considered as included in the cost
of the various concrete contract items.
41- 2.10 #01 THRUST BLOCKING
Precast concrete thrust blocks shall be constructed at all bends, tees, fire hydrants,
plugs and valves against undisturbed earth and in accordance with Section 41 -2.10 of
the IDOT Standard Specifications. This work shall be done at locations shown on the
Plans or as directed by the Engineer and as shown on Standard Drawing 9 and the
Thrust Blocking Detail on the Plans. All wooden shims and wedges used to tighten
thrust blocking shall be fully encased with poured concrete and the concrete shall have
set before the trench is backfilled.
Article 602.02, add the following:
19 SECTION D
Materials. All frames and grates to be furnished as part of this contract for
construction, adjustment, or reconstruction shall conform to the Village of Oak Brook
"Public Works Construction Standards" as follows, or approved equal:
1. Frames and Closed Lids
a. For valve vaults -Neenah R -1712, or equal.
b. Solid lid shall bear the marking "WATER ".
c. Castings shall be set in a bituminous mastic bed; mortar will not be
allowed.
42001300 — PROTECTIVE COAT
Description. This work shall conform to the requirements of Articles 420.18 and
1023.01 of the IDOT Standard Specifications except that the protective coat shall be
applied in all cases regardless of the calendar date limitations contained in Article
420.21. The protective coating shall be applied to the exposed surfaces of the concrete
curb and gutter and sidewalk. Concrete curing shall be limited to methods specified in
Article 1020.13 (a) [1], [2], and [3].
Method of Measurement and Basis of Payment. Payment for Protective Coat will be
measured in place at the contract unit price per square yard, which price shall include
all labor, equipment and materials necessary to perform the work as herein specified.
44000500 — COMBINATION CURB AND GUTTER REMOVAL
Description. This work consists of the removal of existing combination curb and gutter
(and barrier curb) and existing sub -base material in accordance with the details shown
on the Plans and Section 440 of the IDOT Standard Specifications for Road and Bridge
Construction with the following revisions:
The existing curb to be removed shall be saw cut to its full depth to eliminate damages
to adjacent curb remaining in place. Any damage to adjacent curb shall be removed
and replaced by the CONTRACTOR at his expense. Sawcutting shall be considered
incidental to the particular concrete items being removed and shall not be paid for
separately.
This work shall include complete removal of the existing combination curb and gutter
and its base course. Excavation and grading for the proposed aggregate base course
improvement for the full width of the proposed roadway and combination curb and gutter
shall be performed in accordance with PAVEMENT REMOVAL (SPECIAL) listed in
these Special Provisions.
Method of Measurement and Basis of Payment. This item shall be paid for at the
contract unit price per lineal foot for COMBINATION CURB AND GUTTER REMOVAL
which shall include all excavation and removal of existing curb and gutter and sub -base
material.
20 SECTION D
44000600 — SIDEWALK REMOVAL
Description. This work consists of the removal of existing Portland cement concrete
sidewalk (and approach walks) and existing aggregate sub -base and subgrade material
in accordance with Section 440 of the IDOT Standard Specifications for Road and
Bridge Construction except as follows:
Where existing concrete sidewalks are to be removed, the concrete shall be saw cut its
full depth to prevent spalling and shall be removed to the nearest joint. Sawcutting shall
be considered incidental to the particular concrete items being removed and shall not be
paid for separately.
Excavation and grading for the proposed aggregate base course improvement for the
full width of the proposed Portland cement concrete sidewalk shall be performed in
accordance with Section 202 of the Standard Specification except that earth excavation
will not be paid for separately but shall be included in the cost of this item.
Method of Measurement and Basis of Payment. This item shall be paid for at the
contract unit price per square foot for SIDEWALK REMOVAL which shall include all
excavation and removal of existing concrete sidewalk and sub -base material to the final
grade required to place the proposed PCC sidewalk and associated base course.
56104900/56105200 —WATER VALVES 6 "/12"
Description. Water valves shall be constructed in accordance with the applicable
portions of Section 561 of the [DOT Standard Specifications and with the applicable
portions of Section 41 of the Water and Sewer Specifications except as modified herein.
Materials. All water main valves shall only be Mueller Resilient Seat Gate Valve
(Resilient Wedge, R/W) for mechanical joints conforming to AWWA C111 (Mueller No.
A- 2360 -20). All work shall conform to the attached pages of the Village of Oak Brook
"Public Works Construction Standards."
Method of Measurement and Basis of Payment. This work will be paid for at the
contract unit price each for WATER VALVES, of the size specified. This price shall
include the cost of all labor, materials and equipment necessary to install the gate valve
in a valve vault, as detailed in the Plans and to the satisfaction of the Engineer. The
valve vault will be paid for separately.
56400820 — FIRE HYDRANTS WITH AUXILIARY VALVE AND VALVE BOX
Description. This work consists of furnishing and installing a fire hydrant with auxiliary
valve and valve box at locations shown in the Plans. As a minimum, the design,
materials and workmanship of all fire hydrants shall conform to the applicable portions
21 SECTION D
of AWWA C502 as well as Section 45 of the Water and Sewer Specifications. The
details and notes for materials and installation are provided on the Plans.
Materials. All fire hydrants shall be Mueller Super Centurion Model No. A-423,
complying with AWWA C -502 and having breakable safety flanges, as currently
installed in the Village. All work shall conform to the attached pages of the Village of
Oak Brook "Public Works Construction Standards."
Hydrants shall be furnished with a 6" (150 mm) RAN (resilient wedge) Mueller gate
valve, (Mueller No. A- 2360 -16) attached directly to the hydrant, and cast iron valve box
two -piece (Tyler No. 664S). Hydrants shall have national standard threads and shall be
painted a green color, (Glidden Structure Green No. 4503, or Rust Scat Mack Green
No. 138). All port caps shall be painted a highly reflective white color (3M traffic control
division white paint No. 7216).
Hydrants shall be installed plumb and set so that the lowest hose connection is at least
18" above finished grade. The Contractor shall be fully and incidentally responsible for
identifying and providing the necessary hydrant barrel length to ensure the breakaway
flange is set 2" above finished grade. The Contractor shall have a variety of hydrant
barrel lengths and extensions to comply with the 2" breakaway flange height. The work
to install hydrant flanges at the specified 2" grade will not be paid for separately but
shall be considered included in the cost of FIRE HYDRANTS WITH AUXILIARY VALVE
AND VALVE BOX.
The water main from the hydrant to the water main shall be a six (6) inch ductile iron
water Pipe. The valve boxes shall be the adjustable type, shall be set at finished grade,
and shall have the valve box covers stamped "Water".
General. Fire hydrants shall be placed at the locations as shown on the Plans or as
otherwise directed by the ENGINEER. Fire hydrants shall be installed as shown on the
details included in the Plans. A minimum of 0.5 cubic yard of coarse aggregate CA -7
shall be placed at and around the base of the hydrant to insure proper drainage of the
hydrant after use. The hydrant shall be set on a concrete block to insure firm bearing for
the hydrant base. All fire hydrants will be inspected by the Village of Oak Brook prior to
any backfilling. The hydrant, valve, and tee shall all be restrained per Village
requirements. The auxiliary valve shall not be directly connected to the tee on the water
main.
Method of Measurement and Basis of Payment. This work will be paid for at the
contract unit price each for FIRE HYDRANTS WITH AUXILIARY VALVE AND VALVE
BOX, which price shall include the cost of all labor, materials, and equipment necessary
to install the fire hydrant with auxiliary valve and valve box, tee or locking hydrant tee,
new bolts, and 6" ductile iron pipe extension connecting the hydrant to the water main,
as detailed in the Plans, the foregoing specifications and to the satisfaction of the
ENGINEER.
22 SECTION D
60500405 — FILLING VALVE VAULT
Description. This work shall consist of filling existing valve vaults as shown on the
plans or as directed by the Engineer. All work shall be completed, measured, and paid
for in accordance with the requirements of Section 605 of the IDOT Standard
Specifications, except as modified herein.
Prior to filling valve vaults, the old valves shall be closed and abandoned in place. The
Contractor shall remove the valve vault's frame and lid, adjusting rings and cone
section. These items shall be properly disposed of offsite or delivered to Public Works
for salvage. The Owner will identify any frames and lids to be salvaged. Those to be
salvaged shall be removed and delivered to the Department of Public Works. The valve
vault shall be filled with CLSM. All work shall be performed to the satisfaction of the
Engineer. Landscape restoration will be paid for separately.
Method of Measurement and Basis of Payment. The work will be paid for at the
contract unit price each for FILLING VALVE VAULT, which shall include removing and
disposing of the top portions of the structures, sealing existing pipes, and filling the
existing structure with CLSM.
Description. This work shall be performed in accordance with Standard 606001, the
details shown on the Plans and Section 606 of the IDOT Standard Specifications for
Road and Bridge Construction with the following revisions:
The new curb and gutter shall be constructed to the same shape and depth as the
adjacent curb except that the curb flag shall be a minimum of ten (10) inches in
thickness and vary from twelve (12) inches to twenty -four (24) inches in width.
Transverse contraction joints shall be saw cut every fifteen (15) feet and transverse
expansion joints shall be every 105 feet and at all points of curve in the curb radii.
The curb and gutter shall be placed on compacted aggregate base course as detailed in
the Plans. Placement of the aggregate base course shall be paid for separately as
AGGREGATE SUBGRADE 12 ". The ENGINEER shall observe existing or compacted
sub -base material prior to each concrete pour.
Two (2) tie bars shall be installed at each end of all patch locations. Tie bars shall be
No. 6 bars, 24 inches long and shall be drilled a minimum depth of 8 inches into the
existing shoulder, and grouted in place using non- shrink grout conforming to Article
1024 of the IDOT Standard Specifications. Full depth and width preformed expansion
joint filler shall be placed at one end of each patch.
Curing and protection shall be in accordance with Article 1020.13(a) and 1020.13(c).
23 SECTION D
All concrete replacement shall be done with the highest quality workmanship possible,
including but not limited to, smooth side finishes and top of work matching straight line
between ends.
Method of Measurement and Basis of Payment. This item shall be paid for at the
contract unit price per lineal foot for COMBINATION CONCRETE CURB AND
GUTTER, TYPE B-6.24 (VARIABLE WIDTH GUTTER FLAG) which price shall include
all labor, equipment and materials necessary to perform the work as herein specified to
construct the proposed combination concrete curb and gutter.
60609200 — COMBINATION CONCRETE CURB AND GUTTER, TYPE M-6.12
Description. This work shall be performed in accordance with Standard 606001, the
details shown on the Plans and Section 606 of the IDOT Standard Specifications for
Road and Bridge Construction with the following revisions:
The new curb and gutter shall be constructed to the same shape and depth as the
adjacent curb except that the curb flag shall be a minimum of ten (10) inches in
thickness.
Transverse contraction joints shall be saw cut every fifteen (15) feet and transverse
expansion joints shall be every 105 feet and at all points of curve in the curb radii.
The curb and gutter shall be placed on compacted aggregate base course as detailed in
the Plans. Placement of the aggregate base course shall be paid for separately as
AGGREGATE SUBGRADE 12 ". The ENGINEER shall observe existing or compacted
sub -base material prior to each concrete pour.
Two (2) tie bars shall be installed at each end of all patch locations. Tie bars shall be
No. 6 bars, 24 inches long and shall be drilled a minimum depth of 8 inches into the
existing shoulder, and grouted in place using non - shrink grout conforming to Article
1024 of the IDOT Standard Specifications. Full depth and width preformed expansion
joint filler shall be placed at one end of each patch.
Curing and protection shall be in accordance with Article 1020.13(a) and 1020.13(c).
All concrete replacement shall be done with the highest quality workmanship possible,
including but not limited to, smooth side finishes and top of work matching straight line
between ends.
Method of Measurement and Basis of Payment. This item shall be paid for at the
contract unit price per lineal foot for COMBINATION CONCRETE CURB AND
GUTTER, TYPE M -6.12 which price shall include all labor, equipment and materials
necessary to perform the work as herein specified to construct the proposed
combination concrete curb and gutter.
24 SECTION D
(PVC) C -900 WATER MAIN 6 "/12"
Description. PVC water main shall be constructed in accordance with the applicable
portions of Sections 40 and 41 of the [DOT Standard Specifications for Water and
Sewer Main Construction in Illinois and Section 561 of the IDOT Standard
Specifications for Road and Bridge Construction except as modified herein.
Materials. Water main shall be PVC C -900 DR 18 pipe as manufactured by JM Eagle,
Diamond Plastics, North American Pipe Corporation, Northern Pipe Products or
approved equal. The pipe, joints, and fittings shall conform to ANSI / AWWA C900
Pressure Class 235. Installation of PVC C -900 pipe shall conform to ANSI / AMA
C605.
In accordance with the details and the attached pages of the Village of Oak Brook
"Public Works Construction Standards ", connections to bends, tees, reducers and other
fittings shall be made with fully- restrained mechanical joints manufactured by
Tyler /Union or approved equal meeting the requirements of ANSI /AWWA C153/A21.10.
All fittings shall be furnished with EBAA Iron, Inc. Mega -Lug 2000PV retainer glands,
Ford Uni- Flange Series 1500 Circle Lock MJ retainer glands or approved equal, and
shall be installed with fluorocarbon coated low alloy corrosion - resistant high- strength
steel (cor -ten) t -bolts and nuts equal to NSS cor -blue or approved equal in accordance
with ANSI /AWWA C111/A21.1.
All fittings shall be wrapped in a polyethylene film, 8 mil thick, in accordance with
ANSI /AWWA C105/A21.5 and securely fastened to the adjacent PVC pipe to the
satisfaction of the Engineer.
Bedding, haunching, and initial backfill shall consist of CA -7 coarse aggregate
gradation. Bedding shall consist of 6" compacted granular bedding beneath the pipe.
Haunching shall consist of the backfill from the bottom of the pipe to the spring line
(centerline) of the pipe. Initial backfill includes granular backfill from the spring line of
the pipe to 12" above the pipe. Initial backfill and haunching shall be placed in 6 -inch
maximum layers with the backfill compacted by mechanical means.
This work shall be included in the cost of the associated water main of the size and type
specified.
Testing. All testing and chlorination shall conform to Sections 41 -2.14 and 41 -2.15 of
the Standard Specifications for Water and Sewer Main Construction in Illinois, the
requirements of pages 51 to 56 of the Village of Oak Brook "Public Works Construction
Standards ", and "Pressure Testing and Chlorination of Water Mains" included in these
Special Provisions. Chlorination and testing (and re- chlorination and re- testing, if
necessary) will be paid for separately.
25 SECTION D
Installation. All water main shall be laid to a minimum depth of 55, measured from the
existing ground surface or proposed finished grade to the top of the barrel of the pipe.
Final water main alignment is at the discretion of the Owner.
Wherever water is encountered in the trench, it shall be removed during pipe laying and
jointing operations. Provisions shall be made to prevent floating of the pipe. Any
dewatering of the trenches shall be considered incidental and paid for at the
Contractor's sole expense. At no time shall trench water be allowed to enter the water
main. Water main shall be installed to provide a minimum of 5.5' and maximum of 8.0' of
cover except at special crossings as shown on the Plans.
All pipe shall be handled in such a manner as to prevent damage to the pipe or coating
and shall be inspected by the Engineer for defects prior to installation. Accidental
damage to the pipe or coating shall be repaired to the satisfaction of the Engineer, or be
removed from the job, and the methods of handling shall be corrected to prevent further
damage when called to the attention of the Contractor.
Dirt or other foreign material shall be prevented from entering the pipe or pipe joint
during handling or laying operations, and any pipe or fitting that has been installed with
dirt or foreign material therein shall be removed, cleaned and re -laid. At times when
pipe laying is not in progress, the open ends of the pipe shall be closed by a watertight
plug, or by other means subject to the review of the Engineer, to ensure absolute
cleanliness inside the pipe. All cutting of existing water main pipe for the insertion of
valves, tees or other fittings shall be performed without damage to the pipe or pipe
lining, and so as to leave a smooth end at right angles to the axis of the pipe. Any
damaged water main shall be re -cut and replaced by the Contractor at his sole
expense. Bell repair clamps shall not be allowed.
Method of Measurement and Basis of Payment. This work will be measured and
paid for at the contract unit price per foot for PVC C -900 WATER MAIN of the size
specified which payment will be full compensation for all bends, tees, reducers, plugs,
fittings, thrust blocks, retainer glands, fasteners, encasement, bedding /haunching /initial
backfill and shall include all labor, tools, equipment and incidental items necessary to
complete this work as specified.
EXTERNAL JOINT RESTRAINT FOR PVC C -900 WATER MAIN
Description. This work shall consist of furnishing and installing a Series 1600 Bell
Restraint Harness, as manufactured by EBAA Iron, or approved equal at the first joint
on each side of mechanical fittings shown on the plans or as directed by the Engineer.
See detail included in the Plans.
Method of Measurement and Basis of Payment. This work will be measured and
paid for at the contract unit price per each for EXTERNAL JOINT RESTRAINT FOR
PVC C -900 WATER MAIN and shall include all materials, labor, and incidental items
necessary to complete this work as specified.
26 SECTION D
PRESSURE TESTING AND CHLORINATION OF WATER MAINS
Pressure and Leakage Testing. Pressure testing of the water mains shall be in
accordance with Section 41 -2.14 of the Standard Specifications and as specified herein.
After installation, all water main and service pipes, fittings, valves and hydrants shall be
subjected to a minimum hydrostatic pressure and leakage test of 150 pounds per
square inch (psi) for a period of not less than two (2) hours. Each section of water main
and connection to be pressure tested shall be carefully filled with water to expel all
entrapped air, and the test pressure shall be applied by use of a pump connected to a
tap in the pipe. The tap shall consist of a Mueller H -15000 or H -15008 Corporation Stop
installed with a Mueller BR2S Bronze Service Saddle — Double Strap with AWWA taper
(CC) thread per SD 33 and 34 of the Village of Oak Brook "Public Works Construction
Standards" as shown in the Plans. A Copper whip and temporary hydrant, which will be
inspected by the Village of Oak Brook prior to backfilling, must be used for flushing,
pressure testing, and disinfection. The maximum allowable leakage will be determined
using the formula as shown in Section 41- 2.14C(2) of the Standard Specifications for
Water and Sewer Construction in Illinois.
Chlorination. Chlorination /Disinfection of the water main system shall be
accomplished by the use of liquid chlorine mixture only in accordance with Section 41-
2.15 of the Standard Specifications for Water and Sewer Construction in Illinois.
Chlorination of the water main must be witnessed by a member of the municipal staff or
its authorized representative. The Contractor shall coordinate with the Water
Department and the Chlorination Subcontractor and meet on site at the time of
chlorinating.
All work shall conform to the attached pages 51 to 56 of the Village of Oak Brook
"Public Works Construction Standards ".
24 hours minimum notice is required for filling and flushing new mains. The main shall
be thoroughly flushed, in a manner acceptable to the Owner, prior to chlorination and
prior to starting water service installation.
DECHLORINATION. Chlorinated water with a concentration greater than 1 mg /L shall
not be discharged to any downstream waterways.
When written approval is obtained from the sanitary sewer district and the Owner,
heavily chlorinated water may be disposed of to the sanitary sewer system. Prior to
discharge, the Contractor shall submit sanitary sewer district approvals to Owner for
review. Where discharge to sanitary sewers is impractical or when approval cannot be
obtained from the sanitary sewer district, the Contractor shall utilize dechlorinating
agents to lower residual chlorine levels to below 1 mg /L. Field dechlorination shall be
performed in accordance with ANSI /AWWA C655 -09, latest edition, for the
dechlorination of chlorinated water being discharged. The Contractor is required to
V SECTION D
follow procedures including regulations, discharge site preparation, sampling and
testing of discharge water, various methods of dechlorination, and dechlorination
chemicals. Prior to use, dechlorinating agents and proposed dechlorinating methods
shall be submitted to the Owner for review and approval.
Method of Measurement and Basis of Payment This work will be paid for at the
contract unit price per lump sum for PRESSURE TESTING AND CHLORINATION OF
WATER MAINS. This price shall include the cost of all materials, labor, tools, and
equipment required for filling, flushing, hydrostatic pressure tests, leakage tests,
disinfecting of the water main, and field dechlorination. This item shall include any and
all items such as water pumps, gauges, meters, temporary hydrants, taps, service
saddles, corporation stops, copper whips, temporary blind flanges, laboratory test costs,
subsequent removal of all temporary items, and all other items necessary to complete
this work as specified.
TRACER CABLE AND CONDUIT
This work shall consist of furnishing and installing 1° coilable nonmetallic conduit side by
side with the PVC water main and furnishing and installing electric tracer cable in the
conduit. The minimum conduit wall thickness shall be SDR13.5. This work shall be
done in accordance with Section 810 and 817 of the IDOT Standard Specifications and
as specified herein.
The conduit shall be fastened to the PVC water main with a method acceptable to the
Village and installed in the same trench as the water main. The conduit shall be
terminated at each end in a flush mount access box.
Tracer wire shall be terminated at each end in a flush mount access box. Access Box
shall have a cast iron lid that can be locked and opened with a standard pentagon head
key wrench. Tracer wires shall be stripped and attached to stainless steel screws
mounted to the underside of the lid. Three -feet of slack shall be left in wire length so
cover can be lifted with wire intact. Tracer wire access box shall be located directly in
front of fire hydrants or where indicated by the Engineer and be set to grade.
Tracer Wire Access Boxes shall not be located in pavement unless specified by the
Engineer.
The tracer wire shall be #10 solid insulated copper wire installed in a 1" coilable
nonmetallic conduit. Tracer wire and conduit will be measured per lineal foot of
constructed PVC water main. Vertical length for access box terminations will not be
measured for payment and shall be included in the cost of Tracer Wire Access Box.
Splicing of wires between access boxes will not be permitted. Conduit shall extend into
a terminate within the access box. Methods of splicing conduit shall be submitted to the
Village for approval prior to performing any splicing. Only water proof splicing kits may
be used.
28 SECTION D
Tracer wire access box shall be of domestic manufacture and equal to Valvco TWAB
(See detail included in Plan).
This work shall be measured and paid for at the contract unit price per foot for TRACER
WIRE IN CONDUIT and per each for TRACER WIRE ACCESS BOX which price shall
be considered payment in full for completing this work as shown on the plans and as
directed by the Engineer.
CONNECTION TO EXISTING MAINS /SERVICES
Description. This work shall consist of connecting the proposed water main
improvement to the existing water main in accordance with the requirements of Section
41.2 -11 of the Standard Specifications and with the details shown on the plans.
Connections will be constructed in locates shown on the plans or as directed by the
Engineer.
NON - PRESSURE CONNECTIONS "A" AND "B" AND WATER SERVICE
CONNECTION, 6"
This work shall include all necessary fittings, retainer glands, select granular backfill,
labor, and equipment required to complete the work.
Closing of the existing valves to isolate the connections shall be coordinated by the
Contractor and performed by the Village of Oak Brook. To reduce the inconvenience to
the public, the Contractor shall procure all material for the connection in advance and
perform as much preparation work as possible prior to requesting a shutdown of the
existing water main section.
Any pipe that is unable to be chlorinated after installation shall be thoroughly disinfected
and rinsed on the surface prior to installation. All work shall be done to the satisfaction
of the Village Water Department and conform to the attached Village of Oak Brook
"Public Works Construction Standards" and AWWA requirements.
Notification to Village: The Contractor shall notify the Village 48 hours prior to any water
main or service shutdown.
This work will be paid for at the contract unit price per Lump Sum for NON - PRESSURE
WATER MAIN CONNECTION, of the designated letter, and WATER SERVICE
CONNECTION, 6 ", which payment will be full compensation for all fittings materials,
trench backfill, labor, tools, and incidentals to complete these items.
29 SECTION 0
X0323677 — STREET SWEEPING
This work shall be completed in accordance with Section 107.15 of the IDOT Standard
Specifications except as modified herein.
At the end of each day, the Contractor shall be responsible for cleaning the pavement of
all dirt and debris from any vehicular traffic in addition to his own equipment. The
Contractor shall be responsible to reduce the amount of dust on roadways within or
adjacent to the limits of construction caused by dirt and debris tracked by traffic from
within the limits of construction.
The cost of all work mentioned above shall be incidental to the unit prices bid.
If, in the opinion of the Village of Oak Brook or Engineer, street sweeping is required
beyond the limits of the Contractors responsibility, the sweeping will be paid for as
STREET SWEEPING.
The Contractor shall report to the Engineer when the sweeper arrives and departs the
site each day. The Contractor shall also submit the subcontractor's invoices to the
Engineer; STREET SWEEPING will not be quantified for payment unless Sweeping
invoices are received. Travel time will not be paid for.
Street sweeping beyond the limits of the Contractors responsibility will be paid for at the
Contractors unit price per hour for STREET SWEEPING which price shall include all
labor, material, and equipment as specified herein.
X0324636 - WATER VALVE BOXES TO BE ABANDONED
This work shall consist of filling existing valve boxes with their associated riser boxes as
shown on the plans or as directed by the engineer. All work shall be accomplished,
measured, and paid for in accordance with the requirements of Section 605 of the IDOT
Standard Specifications, except as modified herein.
Prior to filling valve boxes, the old valves shall be closed and abandoned in place. The
top section of the valve box along with the cap shall be removed and disposed of
properl. The remaining portion of the box shall be filled with CLSM.
Method of Measurement and Basis of Payment. This work will be paid for at the
contract unit price each for WATER VALVE BOXES TO BE ABANDONED which the
price shall be payment in full for completing this work as specific, including the cost of
CLSM.
30 SECTION D
X0549200 — CLEANING PAVED DITCH
Description. This work shall consist of cleaning existing paved ditches which have
accumulated silt, debris and vegetation over time, at locations shown in the plans, and
as directed by the Engineer.
After the work is completed, the entire paved ditch shall be free and clear of all silt,
debris, and vegetation. Any damage to the existing items due to the Contractor's
operations shall be removed and replaced at no additional expense. Disposal of
removed material shall be incidental to the appropriate pay item.
Method of Measurement and Basis of Payment. This work will be measured for
payment in feet for CLEANING PAVED DITCH, which price shall include all materials,
labor and equipment necessary to provide cleaning of existing paved ditch at locations
shown in the plans, as specified herein, and as directed by the engineer.
X2080250 — TRENCH BACKFILL, SPECIAL
Description. The provisions of Section 208 of the IDOT Standard Specifications shall
be modified such that the material used for trench backfill shall be CA -6 coarse
aggregate. The trench backfill shall be compacted only by Methods 1 or 2 as defined in
Article 550.07 of the IDOT Standard Specifications and as approved by the Engineer.
The standard test to define maximum densities of all compaction work shall be ASTM
01557. All densities shall be expressed as a percentage of the maximum density
obtained in the laboratory by the ASTM 01557 standard procedure. Each layer shall be
compacted by mechanical means to 95 percent of the maximum dry density.
The bedding, haunching and backfilling for pipe installation shall be as shown on the
Drawings and as specified in Section 20 of the Water and Sewer Specifications except
as modified in these Special Provisions. Bedding and haunching material will not be
measured for payment but will be considered included in the cost of the associated
pipe. Where flexible or ductile iron pipe is used, the selected granular material required
for initial backfill, from the springline of the pipe to 12 inches above the pipe, will not be
eligible for payment but shall be considered included in the cost of the associated pipe
being installed such as POLYVINYL CHLORIDE PIPE WATER MAIN, of the diameter
specked.
Screenings, crushed concrete, soil and /or blast furnace slag are not acceptable
materials and will not be permitted.
For bedding, haunching, and initial backfill requirements, refer to the pipe bedding
details shown in the Plans and associated specifications found in these Special
Provisions.
31 SECTION D
Trench backfill shall consist of select granular backfill material (CA -6) and shall be
installed at locations shown in the Drawings to the proposed subgrade elevation. The
select granular backfill material shall be placed in 6 -inch maximum layers of the
specified materials as shown on the Drawings and compacted by mechanical means
from one foot above the top of the pipe to proposed subgrade of the roadway, roadway
surface, or proposed bottom of topsoil where applicable.
Native backfill material (common) excavated from the site or the trench shall be placed
back into the trench when and where common backfill is shown on the Drawings or 5'
beyond the limits of any proposed curb and gutter, driveway, or sidewalk. Only select
material free of organics, rocks, and debris shall be place back into the trench and only
as approved by the ENGINEER. The common backfill material shall be placed in one
foot layers and compacted by Methods 1, 2, or 3 as defined in Article 550.07 of the
IDOT Standard Specifications from one foot above the top of the pipe to the bottom of
required topsoil. Each layer shall be compacted to 90 percent of the maximum dry
density and /or compacted to the approval of the Engineer. Native backfill material will
not be paid for separately, but shall be included in the cost of the associated pipe.
Method of Measurement and Basis of Payment. This work will be paid for at the
contract unit price per cubic yard for TRENCH BACKFILL, SPECIAL in accordance with
Articles 208.03 and 208.04 of the Standards Specifications.
X2130010 — EXPLORATION TRENCH, SPECIAL
Description. This work consists of excavating a trench at the locations directed by the
ENGINEER for the purpose of locating existing tile and utility lines within the
construction limits of the proposed improvement. This work shall conform to the
requirements of Section 213 of the IDOT Standard Specifications except as herein
modified.
The trench shall be deep enough to expose any utility in question, and the width of the
trench shall be sufficient to allow proper investigation to determine existing conditions
and if there are any utilities that may need to be relocated.
The exploration trench shall be backfilled with trench backfill meeting the requirements
of TRENCH BACKFILL, SPECIAL, of these Special Provisions, the cost of which shall
be included in the item of EXPLORATION TRENCH, SPECIAL.
An estimated length of exploration trench as been shown in the summary of quantities
to establish a unit price only, and payment shall be based on the actual length of trench
explored without a change in unit price because of adjustment in plan quantities.
Method of Measurement and Basis of Payment. This work shall be paid for at the
contract unit price per foot for EXPLORATION TRENCH, SPECIAL, and no extra
compensation will be allowed for any delays, inconveniences or damage sustained by
the CONTRACTOR in performing the work.
32 SECTION D
X4240430 — PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH, SPECIAL
Description. This work consists.of the installation of a Portland Cement Concrete
Sidewalk on a compacted aggregate base in accordance with Section 424 of the IDOT
Standard Specifications.
At driveway apron locations, the depth of concrete shall be increased to 6 inches
minimum for residential driveways and 7 inches minimum for non - residential driveways.
Thickened sidewalk shall be considered incidental to the cost of this item. No additional
compensation will be allowed.
All PCC sidewalks shall be placed on 4 inches of compacted aggregate base course,
Type B. Aggregate base course will not be paid for separately, but shall be considered
included in the cost of the associated sidewalk or pavement.
The ENGINEER shall observe existing or compacted sub -base material prior to each
concrete pour. Expansion joints shall be placed at intervals of not more than 50 feet
and against all existing concrete structures. Expansion joints shall be placed where the
sidewalk abuts existing sidewalk, driveway pavement, and curb and gutter. Sidewalk
ramps shall be constructed according to the Americans with Disabilities Act Accessibility
Guidelines (ADAAG).
Curing and protection shall be in accordance with Article 1020.13(a) and 1020.13(c).
All concrete work shall be done with the highest workmanship possible, including but
not limited to, smooth side finishes and top of work matching straight line between ends.
Method of Measurement and Basis of Payment. This item shall be paid for at the
contract unit price per square foot for PORTLAND CEMENT CONCRETE SIDEWALK,
5 INCH, SPECIAL of the thickness specified which shall include all required labor,
equipment, and materials necessary to construct the sidewalk (at the specified depth)
and prepared aggregate base course. Detectable warnings (per BIDE 80146) will be
paid for as TACTILE/DETECTABLE WARNING SURFACE in accordance with these
Special Provisions.
BITUMINOUS BIKE PATH, 4"
Description. This work consists of the installation of a Bituminous Bike Path on an
acceptable subgrade in accordance with the Standard Specifications and the Village of
Oak Brook "Public Works Construction Standards ".
The ENGINEER shall observe existing or compacted sub -base material prior to
installing the bituminous concrete surface course, Mixture C, Class I, Type 3. The work
shall be constructed in 2 lifts, each shall be a nominal thickness of two inches (2 ").
33 SECTION D
Method of Measurement and Basis of Payment. This item shall be paid for at the
contract unit price per square foot for BITUMINOUS BIKE PATH of the thickness
specified which shall include all required labor, equipment, and materials necessary to
construct the path (at the specified depth) and prepared subgrade.
X4404400 — PAVEMENT REMOVAL (SPECIAL)
Description. This work consists of furnishing equipment, labor, tools and materials
necessary for the removal and satisfactory disposal of all existing bituminous and
concrete pavement composition in accordance with the applicable requirements of
Section 440 of the IDOT Standard Specifications for Road and Bridge Construction
except as follows_
This work shall include complete removal of the existing pavement, sub -base,
subgrade, and proposed excavation to the proposed subgrade elevation shown in the
Plans. Excavation and grading for the proposed subgrade improvement to the full width
of the proposed aggregate subgrade for the proposed combination concrete curb and
gutter and pavement shall be performed in accordance with Section 202 of the Standard
Specification except that earth excavation will not be paid for separately but shall be
included in the cost of PAVEMENT REMOVAL (SPECIAL).
Method of Measurement and Basis of Payment. This item shall be paid for at the
contract unit price per square yard for PAVEMENT REMOVAL (SPECIAL). This cost
shall include removal and disposal of the existing bituminous and concrete pavement
composition, sub -base, and subgrade materials to the final subgrade elevation required
to construct the proposed pavement and sub -base structure.
X5610651 — ABANDON EXISTING WATER MAIN, FILL WITH CLSM
Description. This work consists abandoning existing water main at the locations shown
on the plans or as directed by the Engineer. Abandoning of the water mains and shall
consist of cutting, capping, and /or plugging the main, and filling the water main with
controlled low- strength material backfill (CLSM). Filling the existing water main with
CLSM backfill shall be in accordance with Section 593 of the IDOT Standard
Specifications.
Method of Measurement and Basis of Payment. This work will be measured for
payment at the contract unit price foot for ABANDON EXISTING WATER MAIN, FILL
WITH CLSM, which price shall be payment in full for all materials, labor, tools,
equipment and incidentals necessary to complete this work, including cutting sections of
pipe, dewatering the abandoned line, capping or plugging pipes, and filling the water
main with CLSM backfill.
34 SECTION D
X7010216 — TRAFFIC CONTROL AND PROTECTION, (SPECIAL)
The CONTRACTOR shall be responsible for all signing and traffic control required for
this project in accordance with the latest revision of the State of Illinois Manual on
Uniform Traffic Control Devices and in accordance with Section 701 of the IDOT
Standard Specifications for Road and Bridge Construction, except as herein modified.
Special attention is called to Article 107.09 and Section 701 of the IDOT Standard
Specifications and the following Highway Standards, Supplemental Specifications,
Details, Quality Standard for Work Zone Traffic Control Devices, and Recurring Special
Provisions contained herein relating to traffic control.
Standards
701601 -07, 701701 -08, and 701901 -02
Special Provisions
LRS -3 and LRS-4, Maintenance of Roadways, Personal Protective Equipment,
Reflective Sheeting on Channeling Devices
This special provision amends the provisions of Articles 701.04 of the Standard
Specifications for Road and Bridge Construction adopted January 1, 2007.
The CONTRACTOR shall also provide a list of two (2) persons who can be called on a
twenty -four (24) hour basis to handle barricading or other problems relating to the
construction activity. These emergency response persons shall be capable of
responding within one hour after notification by the ENGINEER. If there has been no
response within one hour after notification, the ENGINEER will have the authority to
enforce monetary deductions to the CONTRACTOR in accordance with Article 105.03
(b) Traffic Control Deficiency Deduction of the Standard Specifications for Road and
Bridge Construction.
All signs except those referring to daily lane closures shall be post mounted in
accordance with Standard 720001.
Any traffic control devices required by the ENGINEER to implement the Traffic Control
Plan as shown in the Plans and specifications of the contract shall be considered
included in the lump sum cost of TRAFFIC CONTROL AND PROTECTION, (SPECIAL)
or the pay item for the associated Highway Standard found in the Plans and
specifications.
If the ENGINEER requires additional work involving a substantial change of location
and /or work which differs in design and /or work requiring a change in the type of
construction, as stated in Article 104.02(d) of the IDOT Standard Specifications the
standards and /or the designs, other than those required in the Plans, will be made
35 SECTION 0
available to the CONTRACTOR at least one week in advance of the change in traffic
control. Payment for any additional traffic control required for the reasons listed above
will be in accordance with Article 109.04 of the IDOT Standard Specifications.
Revisions in the phasing of construction or maintenance operations, requested by the
CONTRACTOR, may require traffic control to be installed in accordance with Standards
and /or designs other than those included in the Plans. The CONTRACTOR shall submit
revisions or modifications to the traffic control plan shown in the contract to the
ENGINEER for approval. No additional payment will be made for a CONTRACTOR
requested modification.
Method of Measurement and Basis of Payment. Article 701.20 'Basis of Payment'
shall be modified with the following:
This work will be paid for at the contract unit price per lump sum for TRAFFIC
CONTROL AND PROTECTION, (SPECIAL). The payment will be in full for all labor,
materials, transportation, and incidentals necessary to furnish, install, maintain, replace,
relocate and remove all traffic control devices indicated in the Plans and specifications.
Z0001050 — AGGREGATE SUBGRADE 12"
Description. This work shall be done in accordance with the applicable portions of
Section 207 of the IDOT Standard Specifications. The material shall conform to Article
1004.06 of the IDOT Standard Specifications except as follows:
1. Crushed Stone
Sieve Size
Percent Passing
6"
97 t 3
4"
90 t 10
2"
45 ± 25
#200
5 t 5
The Aggregate Subgrade shall be placed in lifts consisting of a 9 -inch and variable
nominal thickness lower lift and a 3 -inch nominal thickness top lift of capping aggregate
having a gradation of CA -6.
A vibratory roller meeting the requirements of Article 1101.01 of the IDOT Standard
Specifications shall be used to roll each lift of material to obtain the desired keying or
interlock and necessary compaction. The ENGINEER will verify that adequate
compaction has been obtained. The lower lifts shall be placed in 6 -inch maximum
layers of the specified materials as shown on the Drawings or as directed by the
ENGINEER. Each lift shall be rolled with a vibratory roller meeting the requirements of
Article 1101.01 of the IDOT Standard Specifications.
Method of Measurement and Basis of Payment. This work will be paid for at the
contract unit price per square yard for AGGREGATE SUBGRADE 12" measured in
place, which price shall include the capping aggregate and all work as described herein.
36 SECTION D
Z0013798 —CONSTRUCTION LAYOUT
This Special Provision amends the provisions of the IDOT Standard and shall amend or
supersede the provisions of Article 105.09 Survey Control Points.
105.09 Construction Layout Stakes. The CONTRACTOR will be required to furnish and
place construction layout stakes for this project, locate and reference the centerline of
survey, and centerline at all intersecting roads and streets, and establish bench marks
along the line of the improvement outside construction limits. Locating and referencing
the centerline of survey shall consist of locating and referencing control points such as
point of curvature, point of tangent, and any sufficient points on tangent to provide for
proper construction of radiuses. Control points shall be identified in the field to the
ENGINEER and the field notes shall be kept in the office of the ENGINEER.
The CONTRACTOR shall provide field forces and set all additional stakes for this
project, including interchanges, which are needed to establish offset stakes, reference
points, slope stakes, pavement and curb line and grade, stakes for bridges, culverts,
sewers and drainage structures, paved gutters, walls, monuments, fence, right -of -way
lines, and any other horizontal or vertical controls, including supplementary bench
marks, necessary to secure a correct layout of the work. Grading slope stakes shall be
set at sufficient intervals (not to exceed 30 meters (100 feet)) to accurately outline the
slopes. Stakes for line and grade of pavement and /or curb shall be set at sufficient
station intervals (not to exceed 15 meters (50 feet)) to assure substantial conformance
to plan line and grade. Staking of right -of -way lines shall consist of placing tall stakes,
properly identified and readily discernible, at points of change in width or direction of the
right -of -way and at points along the line so that at least two stakes can be seen
distinctly from any point of the line. Right -of -way lines shall be staked at locations where
construction is to be performed, prior to beginning construction. The CONTRACTOR will
not be required to set additional stakes to locate a utility line which is not included as a
pay item in the contract, or to determine the property line between properties.
The CONTRACTOR shall be responsible for having the finished work substantially
conform to the lines, grades, elevations and dimensions called for in the Plans. Any
inspection or checking of the CONTRACTOR's layout by the Resident ENGINEER and
the acceptance of all or any part of it shall not relieve the CONTRACTOR of his
responsibility to secure the proper dimensions, grades and elevations of the several
parts of the work. The CONTRACTOR shall exercise care in the preservation of stakes
and bench marks, and shall have them reset at his expense when any are damaged,
lost, displaced or removed. The CONTRACTOR shall use competent personnel and
suitable equipment for the layout work required. The CONTRACTOR shall not engage
the services of any person or persons in the employ of the Village of Oak Brook for the
performance of any of the work covered by this item.
It is emphasized that the establishment of the centerline of survey and benchmark
circuit is critical to start up of construction and must be accomplished at the earliest
37 SECTION D
possible time by the CONTRACTOR, properly documented and approved by the
Resident ENGINEER as described below.
Responsibility of the CONTRACTOR
1) The CONTRACTOR will locate and reference the centerline of all roads and
streets except interchange ramps. The centerline of private entrances and short
street intersection returns need not be located or referenced by the
CONTRACTOR. Locating and referencing the centerline of survey will consist of
locating and referencing the control points of the centerline such as PC's, PT's
and as many POT'S as are necessary to provide a line of sight.
2) Bench marks will be established along the project outside of construction lines
and at each major structure over 6 meters (20 feet) in span length, and intervals
not exceeding 300 meters (1000 feet) horizontally and 6 meters (20 feet)
vertically.
3) Stakes set for 1) and 2) above shall be identified in the field to the ENGINEER
and the field notes kept in the ENGINEER's office for reference by him.
4) The CONTRACTOR will set all other stakes necessary to establish limits and
elevations of the work and shall define right -of -way for the project.
5) The right -of -way shall be considered to be defined when stakes readily
discernible, have been placed at points of change in width or direction of the
right -of -way line and at points along the line so that at least two such right -of -way
stakes can be seen from any point on the line. The CONTRACTOR should note
that utility relocation may be dependent upon the proper delineation of right -of-
way. Staking of the right -of -way must be accomplished at the earliest possible
time.
6) The CONTRACTOR will not be required to set additional stakes to locate a utility
line or to determine the property line between properties.
7) Field notes shall be kept in standard survey field note books and these books
shall become the property of the Village of Oak Brook at the completion of the
project.
8) It is not considered the responsibility of the CONTRACTOR to make a detailed
check of the accuracy of the Plans, however, it is expected that the
CONTRACTOR will advise the Village promptly of known errors in the Plans.
Method of Measurement and Basis of Payment. This item will be paid for at the
contract lump sum price for CONSTRUCTION LAYOUT, which price shall be payment
in full for all services, materials, labor, equipment, tools and incidentals to complete this
item.
Z0019600 - DUST CONTROL WATERING
Description: This work shall consist of furnishing and applying water to control dust
and air -borne dirt generated by construction activities.
General: This work shall be performed according to Article 107.36 of the "Standard
Specifications for Road and Bridge Construction" and the following:
38 SECTION D
Revise Article 107.36 of the "Standard Specifications for Road and Bridge Construction"
as follows:
Replace sub - paragraph (d) of under the third paragraph with the following:
(d) Dust shall be controlled by the uniform application of sprinkled water
and shall be applied only when directed and in a manner approved by the
Engineer. All equipment used for this work shall meet with the Engineer's
approval and shall be equipped with adequate measuring devices for
determining the exact amount of water discharged. All water used shall
be properly documented by ticket or other approved means.
The Contractor is reminded of the provisions of Article 107.18 of the "Special
Provisions" regarding the procurement of water from fire hydrants.
Method of Measurement: This work will be measured in units of gallons of water
applied. One unit is equivalent to 1,000 gallons of water applied.
Basis of Payment: This work will be paid for at the contract unit price per unit for
DUST CONTROL WATERING. The unit price shall include all equipment, materials
and labor required to control dust.
Z0062456 —TEMPORARY PAVEMENT
This work consists of furnishing equipment, labor, tools and materials necessary for the
temporary replacement of existing pavement composition according to the applicable
requirements of Section 408 of the Standard Specifications for Road and Bridge
Construction.
Bituminous pavement crossings or utility trenches shown on the Plans or as determined
by the ENGINEER shall not be left in gravel over any particular weekend or stoppage in
work lasting longer than two (2) days. The placement and compaction of prepared
aggregate sub -base shall be as specified under TRENCH BACKFILL, SPECIAL of
these Special Provisions.
CONTRACTOR shall take care in protecting the adjacent pavement structure to be left
in place. Any damage to the existing pavement to remain in place due to
CONTRACTOR's negligence shall be repaired by the CONTRACTOR at no extra cost.
Method of Measurement and Basis of Payment. This item shall be paid for at the
contract unit price per square yard for TEMPORARY PAVEMENT. This cost shall
include placement and compaction of 1.5- inches of HMA to the final grade required to
restore pavement composition to support vehicular traffic.
39 SECTION D
Punic WORKS CONSTRUCTION STANDARDS
SUBDIVISION WATER MAIN CONSTRUCTION
1. ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
"STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN
ILLINOIS ", FIFTH EDITION, DATED MAY 1996 AND ALL REVISIONS THERETO;
THESE SPECIAL PROVISIONS; AND WITH THE VILLAGE OF OAK BROOK
ORDINANCES, REQUIREMENTS AND POLICIES.
2. ...a r. .rH. Y a. a •YYr r.
aN "N
(R4 jE)RFFS. . a. �.R h a �, e , _a .� • • _ _ R= • • .
• .T. _f YYa P •
aYwY a a f GEMENq 141'B)IG TO ANSI
*21.4. RETAINER GLANDS SHALL BE USED V41ERE SPECIFIED IN THEPLANS
AND WHERE DIRECTED IN 1' FIEID s 1 I
• Y f • a ENGASEMEME,
BE
44:9 CR
4. a
THE WATER MAIN SHALL SUBJECTED TO i LEAKAGE TEST
ACCORDING • 1•••i I • THE 71` MAIN i
SHALL BE SUBJECTED TO A MINIMUM ••• OF F PSI FOR
EXCEED A PERIOD OF NOT LESS THAN TWO (2) HOURS AND LEAKAGE SHALL NOT
THE • SHOWN 1 • 1 STANDARD
• 1 • • •i OF OAK BROOK PUBLIC WORKS • •
STANDARDS.
• Ir PRESSURE TEST MUST BE WITNESSED BY A STAFF MEMBER • 1
VILLAGE'S ENGINEERING DEPARTMENT.
5. ALL NEW WATER MAIN SHALL HAVE A M]NMIUM COVER OF 5-6- (1.7 m) FROM
PIPE-
6. MAINS AND E• 1 • 1
TRENCHES / i 1 u HORIZONTAL • • •'
SEWERS i STORM SERVICES AND FROM SANITARY SEWERS i SANITARY
SERVICES UNLESS OTHERWISE APPROVED BY THE VILLAGE IN 1
TRENCHES 7. r OR WITHIN 5 FEET (1.5 m) OF `•. iW.
DRIVEWAYS I FROM i OR WATER SERVICE
CONSTRUCTION SHALL BE BACKFILLED, AS SOO O 5 FEET
Section SUBD -WM, Page I of 6
51
An SECTION D
(1.5 m) OUTSIDE THE ROADWAYIPATHWAYIDRIVEWAY WITH CA-6 TRENCH
BACKFILL MECHANICALLY COMPACTED IN 1 FOOT (0.3 m) LIFTS STARTING 1
FOOT (0.3 m) ABOVE THE TOP OF PIPE.
8. ALL RESIDENTIAL WATER SERVICES SHALL BE It /," (38 mm) MINIMUM COPPER
WATER TUBE (SEE STANDARD DETAIL) TYPE K PIPE, SOFT TEMPER WITH A
MINIMUM OF 4'-6'• (1.4 m) COVER. NO UNIONS OR COUPLINGS ARE ALLOWED
UNLESS APPROVED BY THE VILLAGE. NO SOLDER OR SWEAT JOINTS ARE
ALLOWED.
• • :1` 1 t 1 •' i• • t • t
P. WONR
.` t • • i .1.. . ;
• t
10. ALL WATER MAINS AND ALL WATER SERVICES SHALL NOT BE BACKFILLED
UNTIL. INSPECTED BY THE VILLAGE ENGINEERING DEPARTMENT.
11. WATER SERVICE BOXES AND HYDRANT BOXES SHALL BE ADJUSTED TO THE
ELEVATIONS OF THE FINISHED GROUND SURFACE AS SOON AS CONSTRUCTION
OPERATIONS PERMIT. CARE IS TO BE TAKEN IN GRADING AROUND THESE
BOXES. ANY BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED
BY THE CONTRACTOR AT HIS OWN EXPENSE.
R o •
• { {' 11 { { 1 1 t • • !
1 i • ' �1' • ! 1 • • 1 1 i •
• 1 ) 1 1 i t• t 1 • • 1
!I • 1 I II • ! i'
14. FIRE HYDRANT'S SHALL ONLY BE MUELLER SUPER CENTURION MODEL NO. A-
423, COMPLYING WITH AWWA C -502 AND HAVE BREAKABLE SAFETY FLANGES,
AS CURRENTLY INSTALLED IN THE VILLAGE. THE MAIN VALVE OPENING
SHALL BE 5 -1/4" (133 mm). TWO (2) 2 -1/2" (64 mm) HOSE NOZZLES AND
Section SUBD -WM, Page 2 of 6
52
41 SECTION D
ONE (1) 4-112" (114 mm) HOSE NOZZLE SHALL BE PROVIDED. HYDRANTS SHALL
BE FURNISHED WITH A 6" (150 mm) R/W (RESILIENT WEDGE) MUELLER GATE
VALVE, (MUELLER NO. A- 2360 -16) ATTACHED DIRECTLY TO THE HYDRANT, AND
CAST IRON VALVE BOX TWO -PIECE (TYLER NO. 664S). HYDRANTS SHALL HAVE
NATIONAL STANDARD THREADS AND SHALL BE PAINTED A GREEN
• !• lii ' • 1 i' '
NICE
SIMI RI 111 !' 1 i 1 1 I
I_. rYH_r a a • {, a r _Y a, •YY Y • . J1 r
_ �r
f • N= • u :ya : Y f J• YN, Y • Y. .rM. Y
WHERE THE HYDRANT IS BEING INSTALLED ADJACENT TO D.LW.M.. WRAPPED
WITH POLYETHELENE ENCASEMENT, ALL METAL APPURTENANCES,
INCLUDING TEE, BENDS, HYDRANT BARREL, HYDRANT LEAD, VALVE, ETC.,
SHALL BE WRAPPED WITH A POLYETHELENE ENCASEMENT CONFORMING TO
ANSI. A21.5. ALL HYDRANT LEADS SHALL BE 6" (150 mm) -NE AND SHALL
BE CONSTRUCTED WITH RETAINER GLANDS (SEE PARAGRAPH 24). ALL
HYDRANTS SHALL FACE THE STREET AND SHALL BE 5' (1.5 m) FROM BACK OF
CURB TO FACE OF HYDRANT OR 10'(3.0 m) FROM EDGE OF PAVEMENT TO FACE
OF HYDRANT WHEN THERE IS NO CURB.
r • „a YY a..r.•i, a fa•I ar r.
Y I •,Y Y
16. THE EXACT LOCATION OF EACH B -BOX SHALL BE DETERMINED IN THE FIELD
AT THE TIME OF CONSTRUCTION. B -BOXES SHALL NOT BE PLACED WITHIN
DRIVEWAYS. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD
DRAWINGS” OF THE WATER SYSTEM AT THE COMPLETION OF THE
CONSTRUCTION. SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF
ALL B- BOXES. EACH B -BOX SHALL. BE DIMENSIONED FROM THE TWO (2)
PROPERTY CORNERS.
17. ALL WATER MAIN VALVES SHALL ONLY BE MUELLER RESILIENT SEAT GATE
VALVE (RESILIENT WEDGE, RIW) FOR MECHANICAL JOINTS CONFORMING TO
AW WA Cl 11 MUELLER NO. A- 2360 -20).
Section SUBD -WM, Page 3 of 6
53
42 SECTION D
SiT1•
f r
♦ V
Y Y
,
� Y J • a_
_ _
to J ilt. 11..t
I, a t _ _ •
16. THE EXACT LOCATION OF EACH B -BOX SHALL BE DETERMINED IN THE FIELD
AT THE TIME OF CONSTRUCTION. B -BOXES SHALL NOT BE PLACED WITHIN
DRIVEWAYS. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD
DRAWINGS” OF THE WATER SYSTEM AT THE COMPLETION OF THE
CONSTRUCTION. SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF
ALL B- BOXES. EACH B -BOX SHALL. BE DIMENSIONED FROM THE TWO (2)
PROPERTY CORNERS.
17. ALL WATER MAIN VALVES SHALL ONLY BE MUELLER RESILIENT SEAT GATE
VALVE (RESILIENT WEDGE, RIW) FOR MECHANICAL JOINTS CONFORMING TO
AW WA Cl 11 MUELLER NO. A- 2360 -20).
Section SUBD -WM, Page 3 of 6
53
42 SECTION D
18. CAST IN PLACE THRUST BLACKS OR PRE -CAST SOLID CONCRETE MASONRY
UNITS SHALL BE PROVIDED AT ALL CHANGES IN ALIGNMENT OF THE WATER
MAIN AND OPPOSITE ALL "TEE" CONNECTIONS. ALL THRUST BLOCKS SHALL
BEAR AGAINST UNDISTURBED EARTH.
19. WATER MAIN FLUSHING AND CHLORINATION
A. THE WATER MAIN SHALL BE FLUSHED AND CHLORINATED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE VILLAGE AND THE STANDARD
SPECIFICATIONS. ANY PORTION OF THE NEW WATER MAIN EXTENSION SO
STERn= SHALL BE ISOLATED AND VALVED OFF FROM THE REST OF THE
SYSTEM UNTIL A CERTIFICATE OF APPROVAL IS RECEIVED FROM THE
REGULATORY AGENCIES, THE VILLAGE SHALL DECIDE THE LOCATION AND
NUMBER OF TESTS TO BE DONE.
1•• 1 • i l s s 1 1
• 1` I i i •' 1 li t
I:A t: i 1 1 :k 1 1 i i :I !' •' it i
1 f' 1 • 1 "• ai 1 • i' i
• + ai 1 1
20. FOLLOWING THE DISINFECTION AND FLUSHING PROCEDURES, SAMPLES SHALL
BE COLLECTED FOR BACTERIOLOGICAL ANALYSIS ON TWO (2) SUCCESSIVE
DAYS, BUT NOT LESS THAN 24 HOURS APART, FROM VARIOUS POINTS
DETERMINED BY THE VILLAGE ON THE NEW PORTIONOF� THE SYSTEM
(ADDIIAVTSRAT4TV
EVERY 500 FEET l I, SUBJECT TO EACH PROJECT'S
UNIQUE CHARACTERISTICS).
1' i • i 1 ! ! • 1
1 RIMING011A 1 1 a• s 1
MOW= i :!' 1 • f' • 1 1
PRIOR TO ANY WATER MAIN STERILIZATION WORK.
ALL LABORATORY TEST RESULTS MUST BE FURNISHED IN WRITING TO THE
VILLAGE.
CHLORINATION, FLUSHING AND WATER "SAMPLING SHALL ALSO INCLUDE,
WHEN NECESSARY, THE REMAINING PORTIONS OF THE EXISTING WATER MAIN
SYSTEM AS DETERMINED BY THE VILLAGE.
Section SUBD -WM, Page 4 of 6
54
43 SECTION D
21. ALL WATER MAIN VALVES WILL BE OPERATED BY VILLAGE PERSONNEL ONLY.
22. AT THE END OF THE DAY, THE CONTRACTOR WILL BARRICADE AND FENCE ALL
OPEN TRENCH EXCAVATED AREAS, ALL OPEN MANHOLE AREAS AND ALL
OPEN VALVE VAULT AREAS.
23. CASTINGS FOR VAULT ACCESS, FRAME AND CLOSED LID, SHALL CONFORM TO
NEENAH FOUNDRY COMPANY CATALOG NO. R -1712, OR EQUAL. THE SOLID LID
(COVER) SHALL BEAR THE MARKING "WATER'. CASTINGS PLACED ON
PRECAST REIl3FORCED CONCRETE MASONRY UNITS SHALL BE SET IN A
BITUMINOUS MASTIC BED; MORTAR WILL NOT BE ALLOWED.
24. PIPE FITTINGS:
A, FITTINGS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI
A21.53/AWWA C153.
B. FITTING PRESSURE RATING: 350 PSI
C. RETAINER GLANDS FOR MECHANICAL JOINT FITTINGS
1. MEGALUG JOINT RESTRAINT BY EBAA IRON CO. (SERIES 1100)
2. UNI-FLANGE SERIES 14000 BY FORD
3. PVC (SERIES 2000 PV) BY EBAA
4. PVC (SERIES 1500) BY FORD
D. COUPLINGS FOR CONNECTING NEW WATER MAIN TO EXISTING WATER
MAINS
1. TYLER/UNION SOLID SLEEVE MJ C153 LONG FITTING
2, SOME EXISTING WATER MAINS MAY HAVE NON-STANDARD EXTERNAL
DIAMETERS, MEASURE EXISTING MAINS PRIOR TO ORDERING
COUPLINGS M- LEWUNION DUAL PURPOSE).
3. ALL GLANDS MUST MEET PARAGRAPH "C" ABOVE.
E. TIE RODS AND BANDS FOR RESTRAINING COUPLINGS
1. STAINLESS STEEL OR MALLEABLE IRON
2. CORROSION RESISTANT ALLOY OR COATED TO RESIST CORROSION
3. ROD DIAMETER: 314" (20 mm) RIINRv1UM
4, SUFFICIENT IN STRENGTH AND RESTRAINING ABILITY TO RESIST
WORKING PRESSURES, TEST PRESSURES, AND SURGE PRESSURES IN
WATER MAINS.
F. VALVE/FTITING CUT-IN SLEEVES
1. MUELLER H -840 (GLAND SEE .`C- ABOVE)
2. TYL.1 TU JNION DUAL PURPOSE
3. ALL GLANDS MUST MEET PARAGRAPH "C" ABOVE.
G. TAPPING SLEEVE
1. MUELLER H-615
2. OR APPROVED EQUAL
H. ANCHORING TEE
1. TYLER MJ SWIVEL TEE
Section SUBD -WM, Page 5 of 6
55
44 SECTION D
•f f ° I i i I i !' i
i IC �' • 1 I I 1 i �' • i
26. WATER MAINS AND WATER SERVICES SHALL BE INSTALLED AT LEAST 10'(3.0
m) HORIZONTAL AWAY FROM BUILDINGS AND FROM ANY DUPAGE WATER
COMMISSION WATER. MAIN UNLESS ADEQUATE PRECAUTIONS, AS
DETERMINED BY THE VILLAGE, ARE TAKEN.
27. WHERE SPECIFIED IN THE PLANS OR WHERE DIRECTED IN THE FIELD BY THE
VILLAGE, SPECIAL HYDRANT TEES SHALL BE USED WHICH CONFORM TO
TYLER CATALOG NO. 5-119, OR APPROVED EQUAL.
28. WATER MAINS SHALL BE INSTALLED WITH 4 INCHES (100 mm) OF CA -6 BEDDING
UNDER THE PIPE, CA-6 HAUNCHING UP TO THE MIDDLE OF THE PIPE, AND CA-6
INITIAL BACKFILL TO I FOOT (0.3 m) ABOVE THE TOP OF THE PIPE.
Section SUBD -WM, Page 6 of 6
56
45 SECTION D
Section E Special Conditions
EXPERIENCE:
The Contractor shall have five (5) years of experience which is comparable in type
and scope to this project, and be approved as an installer by the manufacturer.
2. COMMENCEMENT OF WORK:
Any contractor shall not commence work under his contract until he has obtained all
insurance required, and such insurance has been approved by the Village and all
other agencies impacted by the pending project.
NO GRAFFITI:
The contractor is hereby advised that no paint spray markings that are not
completely necessary, of any kind will be allowed on the existing concrete curb and
gutter or the bituminous roadway pavement. Stationing for reference purposes will
be provided by the Engineer as necessary.
The contractor will be responsible to advise his subcontractor(s) accordingly. The
contractor will also be responsible to remove, to the satisfaction of the Engineer,
any markings caused by his construction activities, except JULIT locates. All costs
of said clean -up shall be incidental to the contract and no additional compensation
will be allowed.
4. EMERGENCY 24 HOUR NAME AND TELEPHONE NUMBER:
The contractor shall provide the Engineer the name and telephone number of an
individual in his direct employ who will be available twenty -four (24) hours a day,
seven (7) days a week, to receive notification of any deficiencies regarding traffic
control and protection and shall dispatch men, materials and equipment to correct
any such deficiencies. The contractor shall respond to any call from the Village
concerning any request for improving or correcting traffic control devices and begin
making the requested repairs within two (2) hours from the time of notification.
5. INSPECTION NOTIFICATION:
The contractor shall give twenty -four (24) hour advance notice to the Village
Engineering Department prior to starting work or any phase of the work. Other
affected governmental and utility agencies must be notified in accordance with their
notification procedures.
If twenty -four (24) hour advance notice is not supplied to the Village for any or all
construction activities, the contractor hereby agrees and allows the Village to stop
any and all such unnotified construction activities until the proper 24 hour advance
notice is given, all at no cost or penalty to the Village.
SECTION E
The contractor shall notify, as necessary, all testing agencies in accordance with
their notification procedures. The contractor hereby agrees that failure of the
contractor to allow proper notification time which results in the testing agency to be
not available to visit the site and perform testing as necessary will cause the
contractor to suspend operations (pertaining to testing) until the testing agency can
schedule its testing operations. All costs of suspension of work are to be bome by
the contractor.
6. RECORD DRAWINGS:
Contractor shall keep one copy of the approved specifications, drawings, addenda,
modifications and shop drawings at the site in good order and annotated to show all
changes made during the construction process. These plans shall be available to
the Village upon completion of the project.
7. CERTIFICATE OF COMPLIANCE:
When requested, the contractor shall furnish the Village with Certificates of
Compliance with the specifications for all materials used in the construction of this
improvement. In the case of pipe, the certificate shall include test results and
sketches showing compliance with the applicable ASTM Specifications.
8, PERMITS, LICENSES, AND EASEMENTS
The City will obtain permits and /or easements from the following major
organizations having jurisdiction:
Illinois Environmental Protection Agency, Division of Public Water
Supplies
The successful Bidder will be given copies of all available approvals, licenses,
and easements, and shall be obligated to observe all conditions of the approvals
and licenses as issues.
The successful Bidder shall obtain, at their own expense, all permits and licenses
that may be required to complete the contract, and /or required by municipal,
State, and Federal regulations and laws.
Permits and Licenses that the Contractor shall obtain include but are not limited
to IDOT Region One Utility Permit, MOT Individual Utility Permit Bond, and IDOT
Traffic Control Authorization Request. Forms are attached and follow after the
end of Section E.
SECTION E
Section F Statement of Contractor's Qualifications
All questions must be answered and the data given must be clear and comprehensive.
This statement must be notarized. If necessary, questions may be answered on separate
attached sheets. The Contractor may submit any additional information he or she desires.
1. Name of Contractor: SUbu2 1 ( � , z 2, 1 TA
2. Permanent main office address: 161q E. 3(S+ S'. 4 LA6P. -WCc2 RCIiL 6 5z4
3. When organized: M5
4. If a corporation, where incorporated: 1,w LUIS
5. How many years have you been engaged in the contracting business under your
present firm or trade name: 3 O yP_A&S
S. Contracts on hand: (Schedule these, showing amount of each contract and the
appropriate anticipated dates of completion)fl Aar8W, Nf. --I Ibw - iri.lr3 LAG t
T Geeneral character of work performed by your company: lv» earMn,-D Se IX r-
8. Have you ever defaulted on a contract:
9. List, on an attached sheet, the more important projects recently completed by your
company, stating the approximate cost for each, and the month and year
completed. Include a contact person and phone # for each.
10. List your
11. Experience in work similar in importance to this project:
12. Background and experience of the principal members of your organization,
including the officers. 30 ygAgS �E w �e _ )Eje�
13. Credit available: 5 brr22r
a. a A s5
1 SECTION F
15. Will you, upon request, fill out a detailed financial statement a furnish any other
information that may be required by the Village of Oak Brook: E S
16. The undersigned hereby authorizes and requests any person, firm, or corporation
to furnish any information requested by the Village of Oak Brook in verification of
the recitals comprising this Statement of Contractor's Qualifications.
DATED at tZGz„ P K_ , Illinois this 2001 day of MktA t., , 2013.
SUBURBAN GENERAL CONSTRUCTION, INC.
1018 East 31st Street
{a Qtanpa Pnk, IL 6 79
By: u
WL Lt_iN4w\ Spur(_ Title Pr'2.S
STATE OF ILLINOIS )
SS.
COUNTY OF )
I ,) I L.L.I arvv% S PO CA- being duly sworn deposes and says that he is the
pfe s of Su&)er3sw Gera Cat.>s i S[. zxre- and that the answers to the foregoing
questions and all statements therein contained are true and correct.
SUBSCRIBED and sworn to before me this 201k day of YV�Jk 2 C
2013.
SECTION F
Section G References
Bidder shall supply the following information listing at least five customers for which the
bidder has supplied a similar type of commodities, service, or construction.
1. Company Name:
Address:
al!�Jl9
`I (�Vd
Phone #:
_�b 3d
ilss;,5
-1a
Contact:
2. Company Name: __N2 ep— a- A.syLc-
Address: a3i
Phone #: t `104 J Y'U —
Contact: 1 6'YA 4"-er-
3. Company Name: _
Address: r�sob
Phone 43
Contact:
4. Company Name:
Address: (0;t
Phone #: 060
Contact: II�(Lp SC�uu14t�TL
5. Company Name: J Nom] L&Uexy,-
Address: "- 5 i'1 .q , f t h hk
Phone #: (3 12), a$-} -7(0V)
Contact: Ja L G., AF'D U f � i
SECTION 0
Section G References
Bidder shall suooly the following information listing at least five customers for which the
bidder has supplied a similar type of commodities, service, or construction.
1. Company Name:
Address:
Phone #:
Contact:
2. Company Name:
Address:
Phone #:
Contact:
3. Company Name:
Address:
Phone #:
Contact:
4. Company Name:
Address:
Phone #:
Contact:
5. Company Name:
Address:
Phone #:
Contact:
1 SECTION G
Section H I Bid Certification
The undersigned, being first duly sworn an oath, deposes and states that he has the
authority to make this certification on behalf of the bidder for the construction, product,
commodity, or service briefly described as follows:
"2013 Water Main Project"
(A) The undersigned certifies that, pursuant to Chapter 720, Section 5/33E of the
Illinois Compiled Statutes, 1993, the bidder is not barred from bidding on this
contract as a result of a conviction for the violation of State of Illinois laws
prohibiting bid - rigging or bid- rotating.
(B) The undersigned states under oath that, pursuant to Chapter 65, Section 5/11 -42.1-
1 of the Illinois Compiled Statutes, 1993, the bidder is not delinquent in the payment
of any tax administered by the Illinois Department of Revenue.
(C) The undersigned certifies that, pursuant to Chapter 775, Section 5/2 -105. of the
Illinois Compiled Statutes, 1993, the bidder has a written sexual harassment policy
in place including the following information:
1. An acknowledgment of the illegality of sexual harassment.
2. The definition of sexual harassment under State law.
3. A description of sexual harassment, utilizing examples.
4. The contractor's internal complaint process including penalties.
5. The legal recourse, investigative and complaint process available
through the Illinois Department of Human Rights and the Human
Rights Commission.
6. Directions on how to contact the Department or the Commission.
This business fine is: (check one)
Corporation Partnership Individual
Firm Name:
Address:
City, State, ZIP :.
n f
Name Printed: ) I U l Prrvm • Pt )re i..
SECTION H
Telephone: h 60 3 S`4 O 5 44 Date: 3 'ZU - f 3
SUBSCRIBED AND SWORN TO
before me this 26J4. day
of M 14 .20fa
ATTE6T;�����t
w« , .EAL
PvV ?'es
SECTION H
Section I Contract
2013 Water Main Proiect
THIS AGREEMENT, made and concluded this day of
2013, between the Village of Oak Brook, a municipal corporation, acting by
and through its President and Board of Trustees, known as VILLAGE, and
his executors, administrators, successors or assigns,
known as CONTRACTOR.
2. WITNESSETH: That for and in consideration of the payments and
agreements mentioned in the Bid hereto attached, to be made and
performed by the VILLAGE, and according to the terms expressed in the
Bond (if applicable) referring to these presents, the CONTRACTOR agrees,
at their own proper cost and expense, to do all work, furnish all materials
and all labor necessary to complete the work in accordance with the plans
and specifications hereinafter described, and in full compliance with all of the
terms of this Contract.
3. And it is also understood and agreed that the entire Bid Package hereto
attached, approved by the VILLAGE this day of , 2013, are
all essential documents of this contract and are a part hereof.
4. IN WITNESS WHEREOF, the said parties have executed these presents on
the above mentioned date.
ATTEST: VILLAGE OF OAK BROOK
Village Clerk
ATTEST:
Secretary
Dr. Gopal G. Lalmalani
Village President
Corporate Name
Contractor
SECTION I
Partners doing Business under (If a Co- Partnership)
the firm name of
Party of the Second Part
(If an Individual)
Party of the Second Part
SECTION I
SEXUAL HARASSMENT CERTIFICATE
hereinafter referred to as
"Contractor" having submitted a bid/bid for to the
Village of Oak Brook, DuPage /Cook Counties, Illinois, hereby certifies that said
Contractor has a written sexual harassment policy in place in full compliance with
775 ILCS 5/2- 105(A)(4) including the following information:
1. An acknowledgment of the illegality of sexual harassment.
2. The definition of sexual harassment under State law.
3. A description of sexual harassment, utilizing examples.
4. The contractor's internal complaint process including penalties.
5. The legal recourse, investigative and complaint process available through the
Illinois Department of Human Rights and the Human Rights Commission.
6. Directions on how to contact the Department or the Commission.
7. An acknowledgment of protection of a complaint against retaliation as provided
in Section 6 -101 of the Human Rights Act.
Each contractor must provide a copy of such written policy to the Illinois
Department of Human Rights upon request.
A
Subscribed and swom to
before me this day
Of , 20_
Notary Public
Authorized Agent of Contractor
SECTION I
CONTRACTOR'S CERTIFICATIONS
(CONTRACT EXECUTION)
having executed a contract for
with the VILLAGE, hereby certifies that said contractor is
not barred from executing said contract as a result of a violation of either Section
5/33E -3 or 5/33E -4 of Chapter 720 of the Illinois Compiled Statutes.
(DRUG -FREE WORKPLACE)
Contractor deposes, states and certifies it will provide a drug free workplace by
complying with Section 3 of the Illinois Drug Free Workplace Act, being 30 ILCS
580/3.
Attest/Witness: Contractor
By: By:
Name of Contractors Executing
Officer
Title: Title:
Title of Contractors Executing
Officer
Subscribed and Sworn to
before me this day
of 20
My Commission Expires:
Notary Public
-SEAL-
4 SECTION I
11
state and certify that
PREVAILING WAGE AFFIDAVIT
of signatory), on oath hereby
(name of Contractor),
pursuant to a Contract dated , 2013, with the Village of Oak Brook
for the Project, has complied and will comply with all laws,
including those relating to the employment of labor, the payment of the current
general prevailing rate of hourly wages for each craft or type of worker or
mechanic needed to execute the Contract or perform such work, and also the
current general prevailing rate for legal holiday and overtime work, as
ascertained by the Illinois Department of Labor for DuPage County, Illinois, and
those prevailing rates are paid and shall be paid for each craft or type of worker
or mechanic needed to execute the aforesaid Contract or to perform such work.
(name of Contractor) has also complied and
will comply with all record keeping requirements established in the Prevailing
Wage Act (820 1 LCS 130/0.01, at seq.
CONTRACTOR:
Title:
SUBSCRIBED AND SWORN TO BEFORE
ME THIS DAY OF 2013
NOTARY PUBLIC
5
SECTION I
CERTIFICATION OF PAYROLL RECORDS
I, (name of person executing this certificate), do
hereby certify that I am the duly qualified and acting (title)
for , (name of contractor) and, as such, am authorized
to certify payroll records as true and accurate for such company in accordance
with the requirements of Section 5 of the Prevailing Wage Act (820 ILCS 130/5)
(the "Act').
I do hereby further certify that the following document is a true and
accurate copy of the records of all laborers, mechanics, and other workers
employed by (name of contractor) on the 2013 Water Main
Project (the "Project ") for the Village of Oak Brook (the 'Village"), including each
such worker's name, address, telephone number, social security number,
classification or classifications; and the hourly wages paid in each pay period,
hours worked each day, and the starting and ending times of work each day for
each such worker on such Project.
I do hereby further certify that the hourly rate paid to each worker is not
less than the general prevailing rate of hourly wages required by the Act, and that
(name of contractor), and I on behalf of such contractor, are
fully aware that filing a certified payroll that we know to be false is a Class A
misdemeanor. I further certify that upon two (2) business days' notice, if
requested, we and any subcontractor hired by us shall make available for
inspection the records required in the Act to the District, its officers and agents,
and to the Director of Labor, his deputies and agents, at reasonable hours at a
location within the State of Illinois.
Date: 12013
of Contractor)
(Signature)
(Printed Name)
(Title)
Subscribed and sworn to before me
this day of 2013.
Notary Public
6 SECTION I
Section J Contract Bond
2013 Water Main Project
Bond #
Subject to Adjustment
Based on
Final Contract Price
as
PRINCIPAL, and
as SURETY, are held and firmly bound unto the Village of Oak Brook (hereafter
referred to as "VILLAGE ") in the penal sum of
Dollars ($ ), lawful money of the United States, well and truly to be
paid unto said VILLAGE, for the payment of which we bind ourselves, our heirs,
executors, administrators, successors, jointly to pay to VILLAGE this sum under the
conditions of this instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that,
the said Principal has entered into a written contract with the Village acting through
its awarding authority for the above stated project, which contract is hereby referred
to and made a part hereof, as if written herein at length, and whereby the said
Principal has promised and agreed to ep rform said work in accordance with the
terms of said contract, including, but not limited to the term requiring the payment at
the prevailing rate of hourly wages, and has promised to pay all sums of money due
for any labor, materials, apparatus, fixtures or machinery fumished to such Principal
for the purpose of performing such work and has further agreed to pay all direct and
indirect damages to any person, fine, company, or corporation suffered or
sustained on account of the performance of such work during the time thereof and
until such work is completed and accepted, except as modified by the Guarantee
section of the Bid; and has further agreed that this bond shall inure to the benefit of
any person, firm, company or corporation, to whom any money may be due from
the Principal, subcontractor or otherwise, for any such labor, materials, apparatus,
fixtures or machinery so furnished and that suit may be maintained on such bond
by any such person, firm, company, or corporation, for the recovery of any such
money.
NOW, THEREFORE, if the said Principal shall well and truly perform said work in
accordance with the terms of said contract, and shall pay all sums of money due or
SECTION J
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