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Agenda Item Details
Meeting Sep 04, 2018 - REGULAR MEETING OF THEM UT PROSPECT VILLAGE BOARD - 7:00 p.m.
Category 5. CONSENT AGENDA
Subject 5.3 Motion to reject bid for Booster Station 17 Parking Lot Improvements.
WR =_ 1111111111101 •
Type Action (Consent)
Preferred Date Sep 04, 201�9
Absolute Date Sep 04, 201�9
Fiscal
• No
Recommended Action Reject bid submitted by A Lamp Concrete Contractors, Inc of Schaumburg, Illinois for
Booster Station 17 Parking Lot Improvements.
Public Content
Maintaining the paved lots that service the Village"s booster pumping station sites is important to the efficient
*perations of the potable water distribution system This year, the parking lot adjacent to Booster Station 17 is in
need of repair. The proposed site improvements include resurfacing paved areas, structure adjustments, and
repair/replacement of curb and concrete flat work.
Plans and bid documents for this project were prepared by the Engineering Division staff. A Notice to Bidders was
posted on the Demandstar by Onvia website and it was published in a local newspaper. Eight (8) contractors viewed
the bidding documents and one (1) contractor submitted a bid. The bid was opened and read aloud on August 6,
2018.
The bidder submitted a bid bond in the amount of 10% of the total bid as required in the bid proposal packet. The bid
was checked and found to be accurate. The bidder correctly signed the bid and bid bond. Below is a summary of thc
bid.
-eye • 1 Total •
k
• Concrete Contractors, Inc $58,744.00
gineer's Estimate • Probable Cost 1$24f952.75
7101 •; M1 •
Only
• (1) bid was submitted even though eight (8) contractors received bid •• Discussions with thost
that did not bid indicated they could not fit the project into their schedules.
The sole bid received was more than double the estimated cost. The bidder, A -Lamp Concrete Contractors, Inc.,
explained that the cost of oil had dramatically risen recently and influenced their bid price. In addition, they
anticipated significantly more traffic control than indicated in the bid documents.
It is staff"s opinion that the bid price received is inexplicably high. In addition, staff considers the lack of participation
in the bidding process anomalous to the competitive marketplace for this type of work. Therefore, staff has concluded
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that the bid results are non-responsive to the request for bids and should be rejected. Public Works will modify thc
scope of work and construct the improvements utilizing internal forces.
I
1. Reject bid submitted by A Lamp Concrete Contractors, Inc.
2. Action at discretion of Village Board.
Staff Recommendation
Staff recommends that the bid submitted by A Lamp Concrete Contractors, Inc. of Schaumburg, IL, for Booster
Station 17 parking lot improvements the amount of $58,744.00 be rejected as non-responsive to the request for bids.
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Administrative Content
Executive Content
All items under Consent Agenda are considered routine by the Village Board and will be enacted by one motion. There
will be no separate discussion of those items unless a Board member or member from the audience so requests, in
which the item will be removed from the Consent Agenda and considered in its sequence on the agenda.
https://www.boarddocs.com/il/vomp/Board.nsf/Public 9/4/2018
Well 17 Site Improvements
Project Location Map
Bid Form Page 1
2018 Well 17 Site Improvements
BID FORM
2018 Well 17 Site Improvements
Village of Mount Prospect
Department of Public Works
FROM: A Lamp Concrete Contractors, Inc.
1900 Wright Boulevard Schaumburg, IL 60193
(hereinafter called "Bidder")
TO: Office of the Village Manager, 3rd Floor
50 South Emerson Street
Mount Prospect, Illinois 60056
(hereinafter called "Village" or "Village of Mount Prospect")
Bid For: "2018 Well Site 17 Improvements"
The bidders have familiarized themselves with the work and probable work conditions
required under this Bid affecting the cost of the work and with the Bid Documents, which
include:
• Notice to Bidders
• Table of Contents
• Instructions for Bidders
• General Conditions
• Specifications and Special Provisions
• Bid Form
• Affidavit — Bid Certification Form
• Bid Security
• Bid Sheet — 2018 Well 17 Site Improvements
• Contract Document
• Labor and Materials Payment Bond Form
• Performance Bond Form
• Supporting Documents
Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel,
labor, materials, tools appurtenances, equipment, and services (including all utility and
transportation services) required to construct and complete the Work, all in accordance
with the above listed documents.
Bidder agrees to perform all of the Work and provide the equipment and materials
described in the Bid Documents, as follows:
Bidder has bid on all items and has provided a price for all items.
39
2018 Well 17 Site Improvements
Bid Form Page 2
The Bidder acknowledges that it is responsible for verification of all pipe sizes and
depths prior to the ordering of materials.
The Bidder will complete and provide all labor, equipment, materials and mobilization (if
applicable) to perform the Work as incidental to the fixed item price for each item
proposed.
In submitting this bid, the Bidder understands that the Village of Mount Prospect
reserves the right to add to or subtract from the estimated quantities.
The Village of Mount Prospect intends to award one (1) contract (if at all) for the items
bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the
Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver
the contract in the prescribed form and furnish payment and performance bonds, or
letter of credit, and the insurance certificates required by the Bid Documents to the
Village within ten (10) days after receipt.
The Bidder, and as successful bidder/Contractor upon award of the Contract
understands and agrees to the following:
1) The Contractor agrees to provide all Work and items and material to the Village as
noted in the Bid Documents and comply with the requirements of the Bid
Documents.
2) The Contractor agrees to comply with all applicable state and federal laws, rules
and regulations, and county and municipal ordinances, as described in the General
Conditions.
All Addenda pertaining to this project shall be acknowledged by the Bidder in the
spaces provided below:
Addendum
No.
Addendum
Date
Acknowledgement by Bidder or
Authorized Representative
Date
Acknowledged
Failure to acknowledge receipt, as provided above, may be considered sufficient
grounds for disqualification of the bidder and rejection of his/her bid submittal. A record
of all Addenda and copies of same will be available to all qualified bidders from the
Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount
Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to
become fully advised of all Addenda prior to submitting its bid.
2018 Well 17 Site Improvements
Bid Form Page 3
Upon award the contract the Village will send Notice of Award to the successful bidder,
the bidder must then execute the contract and provide the required bonds or letter of
credit and certificate of insurance to the Village within ten (10) days. The Village will
then issue a written Notice to Proceed, which starts the performance period and the
Contractor then has ten (10) days to commence work. The Contractor shall reach
substantial completion within twenty-three (23) consecutive calendar days after the
Notice to Proceed with final completion seven (7) days thereafter. Failure to
complete the work in the designated time frame may result in the Director of Public
Works withholding compensation due the Contractor for failure to complete the said
work in the designated time frame, calling the bonds, or taking such other action as may
be available.
Security in the sum of ten (10%) percent of the amount bid in form of (check one):
X Bid Bond Certified Check Bank Cashier's Check
is attached hereto in accordance with the "Instructions for Bidders".
This Bid Submittal contains the following:
1) Bid Form
2) Affidavit — Bid Certification Form
3) Bid Security
4) Bid Sheet(s) — 2018 Well Site Improvements
Respectfully submitted:
Name of Firm/Bidder: A Lamp Concrete Contractor, IA��>�
gg ��
By.i t aP
(Si atur) Adele Lampignano
Title: President> �a �' .`
r :
1001: 1
Date: August 6, 2018
Contact Information:
Official Address: 1900 Wright Boulevard
Telephone:
Schaumburg, IL 60193
847-891-6000
Email: jmoyer@alampconcrete.com
ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEET(S) ALONG WITH THE AFFIDAVIT —
BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED
ENVELOPE.
41
2018 Well 17 Site Improvements
VILLAGE OF MOUNT PROSPECT
AFFIDAVIT — BID CERTIFICATION FORM
Bidder:
Company/Firm Name: A Lamp Concrete Contractors, Inc.
Address: 1900 Wright Boulevard Schaumburg, IL 60193
As a condition of entering into a contract with the Village of Mount Prospect, and under
oath and penalty of perjury and possible termination of contract rights and debarment,
the undersigned, Adele Lampignano , being first duly sworn on oath,
deposes and states that he or she is President
(sole owner, partner, joint ventured, President, Secretary, etc.) of
A Lamp Concrete Contractors, Inc. and has the authority to make all
(Name of Company)
certifications required by this affidavit.
Section I
Non Collusion
The undersigned certifies that this bid is genuine and not collusive or a sham, that said
bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any
bidder or person, to put in a sham bid or to refrain from bidding, and has not in any
manner, directly or indirectly, sought by agreement or collusion, or communication or
conference with any person, to fix the bid price element of this bid, or of that of any
other bidder, or to secure any advantage against any other bidder or any person
interested in the proposed contract.
Section II Bid Rigging and Rotating
The undersigned further states that A Lamp Concrete Contractors, Inc.
(Name of Company)
is not barred from bidding or contracting as a result of a conviction for violations of state
laws prohibiting bid rigging or bid rotating or any similar offense of any state of the
United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code,
720 ILCS 5/33E-3, 33E-4.
Section III Drug Free Workplace
The undersigned further states that A Lamp Concrete Contractors, Inc.
(Name of Company)
provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS
580/1, et seq., and has, to the extent not covered by a collective bargaining that deals
with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820
ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds
these requirements of that Act.
42
2018 Well 17 Site Improvements
AFFIDAVIT — BID CERTIFICATION FORM — Page 2
Section IV Tax Pavment
The undersigned further states that A Lamp Concrete Contractors, Inc. is
(Name of Company)
not delinquent in payment of any taxes to the Illinois Department of Revenue, in
accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned
understands that making a false statement regarding delinquency in taxes is a Class A
Misdemeanor and, in addition voids the contract and allows the municipality to recover
all amounts paid to the individual or entity under the contract in civil action.
Section V Sexual Harassment Polic
Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a
public contract must:
"Have written sexual harassment policies that shall include, at a mini -mum, the following information: (1)
the illegality of sexual harassment; (II) the definition of sexual harassment under State law; (III) a
description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process
including penalties; (V) the legal recourse, investigative and complaint process available through the
Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how
to contact the Department and Commission; and (VII) protection against retaliation as provided by
Section 6-101 of the Act. (Illinois Human Rights Act)."
A "public contract" includes: ... every contract to which the State, any of its political subdivisions or any
municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002),
The undersigned further states that A Lamp Concrete Contractors, Inc. has
(Name of Company)
a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A)
(4).
It is expressly understood the foregoing statements and representations and promises
are made as a condition to the right of the bidder to receive payment under any award
made under the terms and provisions of this bid.
The undersigned certifies that all information contained in this Affidavit is true and
correct.
Signed by: a -' Title: President
Sign tur
Name Printed: Adele Lampignano
Signed and sworn to before me this 6th day of August , 20 18.
My commission expires:
OF,t-JC1AL SEAL
Nof' ry Public K1'1.t_Y L Tai Lt_t
NO -TARN PUBI-10, lL .IPl iIS
1)L# PAGE (,,t )U TY
%1Y CC NiIlij : it)t 1= 111-jf" � 11(1 T�l%'`�: _
2018 WeII17 Site Improvements
BID SHEET
(TO BE FILLED OUT BY THE CONTRACTOR/BIDDER)
The Bidder will complete pricing for all items (No. 1 through 11) to provide all labor, equipment, materials
and mobilization (if applicable) to perform this work. The fixed item price given is to be all inclusive.
ITEM
N0,
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL
1
POROUS GRANULAR EMBANKMENT
CU YD
83
2
HMA ASPHALT SURFACE REMOVAL
SQ YD
275
3
HMA SURFACE COURSE, MIX "D", N50,1.5"
TON
25
_Y
4
LEVELING BINDER (MACHINE METHOD), N50,1.5"
TON
46
( ) --
5
COMB. CONC. CURB & GUTTER REM. & REPL.
FOOT
29
6
PCC SIDEWALK, 8"
SQ FT
132
—
9
7
PCC SIDEWALK REMOVAL
SQ FT
42
w
i iv c —
8
PCC SIDEWALK REM. & REPL., 8"
SQ FT
153
4'j�
j�(0d —
9
STRUCTURE TO BE ADJUSTED
EACH
2�
10
SEEDING (SPECIAL)
SQ YD
8
11
TRAFFIC CONTROL & PROTECTION
L.SUM
1
!�
TOTAL FOR ITEMS (1 though 11)
45
Asphalt Project References
Village of Bartlett
228 S Main Street
Bartlett Illinois, 60103
Mike Koziol
630-529-8000
Village of Woodridge
5 Plaza Drive
Woodridge, Illinois 60517
Sam Macauda
630-768-6979
Village of Glenview
1225 Waukegan Rd.
Glenview, Illinois 60025
Robert Steele
847-489-3470
Schaumburg Park District
235 E. Beech Drive
Schaumburg, Illinois 60193
Todd King
847-985-2115
Please visit our website — www.alampconcrete.com
i
��
::..,_ .13.�'�1C � ti's", .�1,> ,,0.1
93
Project References
Sidewalk Projects
Village of Downers Grove
5101 Walnut Avenue
Downers Grove, Illinois 60515
Tomasz J. Topor, P.E. — 630.434.5460
2013 New Sidewalk Installation Program and
Right of Way Accessibility Improvements
City of Des Plaines
1420 Miner Street
Des Plaines, Illinois 60016
Jon Duddles, P.E. - 847.391.5390
2013 MFT / CIP Concrete Improvements
Various Locations
City of Highland Park
1150 Half Day Road
Highland Park, Illinois 60035
John M. Welch, P.E., C.F.M. - 847.432.807
2013 Sidewalk Installation
Sheridan Ave. & Green Bay Rd.
Illinois Department of Transportation
201 W. Center Court
Schaumburg, Illinois 60196
Scott Soderstrom - 847.705.4300
IDOT Contract #63819 / DuPage
Lisle — Ogden Avenue, Yackley Ave. to Schwartz Ave.
Village of Schaumburg
714 S. Plum Grove Road
Schaumburg, Illinois 60193
Margo L. Killian, P.E. - 847.923.6652
Wise Road Sidewalk Gap Improvements
Please visit our website — www.alampconerete.com
i1Jit =,t.' U1( -x_,01 'E" -t ,.,16,f6k)
Minis Department Affidavit of Availability
of iFansportation
For the Letting of 08/03/18
�in0 Soulh (),rks�n Pt,IklVJyfHpf)m �.2
5pnnG'.elCl, �IIIn015 6271
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
1 2 3 4 5
Contract Number
Contract With CCSD 93 CCDoTH Villa Park Lincolnshire South Elgin
Estimated Completion Date 8/3/20108 8/1/2017 75 Calendar Days 7/1/2018 6/15/2018
Total Contract Price $702,450.00 $ 889,351.29 $ 1,409,099,97 $1,627,668.00 $129,174.50 Accumulated Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor $ 285,255.00 $ 368,445.35 $ 5,000.00 $ 94,611.25 $ 3,250.00 $ 756,561.60
Uncompleted Dollar Value if Firm is
the Subcontractor $ -
Total Value of All Work $ 756,561.60
Part It. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
Totals
Earthwork
$
10,000.00
$ 5,000.00
$
$5,330.00
$0.00
$ 20,330.00
Portland Cement Concrete Paving
$
-
$ -
HMA Plant Mix
$ -
$ -
$ -
HMA Paving
$
-
$ -
$
$60,000.00
$0.00
$ 60,000.00
Clean & Seal Cracks/ Joints
$
Aggregate Bases & Surfaces
$
10,000.00
$ 2,500.00
$
$0.00
$ -
$ 12,500.00
Highway,R.R.& Water Structures
$ -
Drainage
$
5,000.00
$ -
$
$0.00
$ -
$ 5,000.00
Electrical
$
Cover and Seal Coats
$ -
Concrete Construction
$
5,000.00
$ 10,000.00
$
$0.00
$0.00
$ 15,000.00
Landscaping
$
8,710.00
$ 6,824.00
$
$20,000.00
$0.00
$ 35,534.00
Fencing
$ -
Guardrail
$
Painting
$ -
Signing
$
250.00
$ 1,575.00
$3,250.00
$ 5,075.00
Cold Milling, Planning & Rotomilling
$
-
$ -
$
- $0.00
$ -
$ -
Demolition
$ -
$
Pavement Markings (Paint)
$ -
Other Construction (List)
$
25,000.00
$ 10,000.00
$
5,000.00 $5,000.00
$0.00
$ 45,000.00
Totals
$
63,960.00
$ 35,899.00
$
5,000.00 $ 90,330.00
1 $ 3,250.00
$ 198,439.00
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 1 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
1
2
3
4
5
Subcontractor
Type of Work
Brick Paving
Brick Paving
Layout
Directional Boring
Layout
Subcontract Price
$99,000.00
$72,315.00
$15,000.00
$63,640.00
$4,500.00
Amount Uncompleted
$99,000.00
$72,315.00
$0.00
$0.00
$0.00
Subcontractor
Type of Work
Electrical
Layout
Pavement Marking
Layout
Pavement Marking
Subcontract Price
$72,900.00
$4,500.00
$4,826.00
$7,500.00
$1,512.00
Amount Uncompleted
$50,000.00
$2,000.00
$0.00
$0.00
$0.00
Subcontractor
Type of Work
Fencing
Pavement Marking
Site Video
Pavement Marking
Tree Care
Subcontract Price
$58,500.00
$8,231.35
$1,000.00
$4,281.25
$5,183.00
Amount Uncompleted
$58,500.00
$8,231.35
$0.00
$4,281.25
$0.00
Subcontractor
Type of Work
Masonry
Tree Care
Tree Care
Tree Care
Subcontract Price
$47,600.00
$1,147.00
$8,484.50
$6,060.00
Amount Uncompleted
$10,000.00
$0.00
$0.00
$0.00
Subcontractor
Type of Work
Pavement Marking
Electrical
Subcontract Price
$3,795.00
$436,967.05
Amount Uncompleted
$3,795.00
$250,000.00
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
$
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
$
$
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
-
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
-
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
-
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$ -
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$ -
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$ -
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
$
Type of Work
Subcontract Price
$
$
Amount Uncompleted
$
$ - $
Total Uncompleted
$ 221,295.00 $
332,546.35 $
- $ 4,281.25 $
Totals
$ 281,795.00 $
523,160.40 $
29,310.50 Fs -81,481.25 $ 11,195.00
Printed on 07/31/2018 Page 2 of 26 BC 57 (Rev. 08/17/10)
IlFlwc;linois Department
of Transportation
w of G4n9huUi�n
230 Sorrlh tl,rksnri Varkw,ryr4i0nm :i;!;(
54 nn4'�?Itl. IIIInoiS (i27r1
Part I. Work Under Contract
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unlees both sides of this form are completed in detail. Use additional forms as needed to list all work.
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
Part II. Awards Pending and Uncompleted Work to be done with your own forces
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
Totals
Earthwork
6
7
8
9
10
$ 690,000.00
Contract Number
$ -
$120,993.75
$ -
$ 120,993.75
Contract With
Stevenson SD 125
Lake County
District 207
Winnetka
LCDOT
$ -
Estimated Completion Date
7/27/2018
6/1/2017
8/8/2018
9/14/2018
11/16/2018
$ 790,000.00
Total Contract Price
$ 387,477.75
$ 252,742.00
$1,233,547.50
$1,879,279.54
$3,829,836.68
Accumulated Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor
$ 143,115.00
$ 125,055.00
$ 641,650.00
$ 334,354.75 $
3,581,749.15
$ 4,825,923.90
Uncompleted Dollar Value if Firm is
the Subcontractor
$ -
$
Drainage
$3,500.00
$ 7,500.00
$5,000.00
Total Value of All Work
$540,000.00
$ 4,825,923.90
Part II. Awards Pending and Uncompleted Work to be done with your own forces
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
Totals
Earthwork
$20,000.00
$
$20,000.00
$30,000.00
$620,000.00
$ 690,000.00
Portland Cement Concrete Paving
$ -
$120,993.75
$ -
$ 120,993.75
HMA Plant Mix
$ -
HMA Paving
$40,000.00
$ 80,000.00
$110,000.00
$20,000.00
$540,000.00
$ 790,000.00
Clean & Seal Cracks/ Joints
$ -
Aggregate Bases & Surfaces $
10,000.00
$ 1,775.00
$ 171,522.00
$ 183,297.00
Highway,R.R.& Water Structures
$ -
$ -
Drainage
$3,500.00
$ 7,500.00
$5,000.00
$20,000.00
$540,000.00
$ 576,000.00
Electrical
$ -
Cover and Seal Coats
$ -
Concrete Construction
$0.00
$
$20,000.00
$40,000.00
$351,165.86
$ 411,165.86
Landscaping
$27,202.50
$
$16,600.00
$20,000.00
$6,700.00
$ 70,502.50
Fencing
$ -
Guardrail
$
Painting
$ -
Signing
$900.00
$800.00
$ 1,700.00
Cold Milling, Planning & Rotomilling
$9,012.50
$ 20,000.00
$0.00
$5,000.00
$31,524.50
$ 65,537.00
Demolition
$ -
$ -
Pavement Markings (Paint)
I
I
$ -
Other Construction (List)
$20,000.00
$ 5,500.00
$30,000.00
$10,000.00
$400,000.00
$ 465,500.00
Totals $
130,615.00 1
$ 114,775.00 1 $
202,400.00 $
265,993.75
$ 2,660,912.36
$ 3,374,696.11
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 3 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 4 of 26 BC 57 (Rev. 08/17/10)
6
7
8
9
10
Subcontractor
Type of Work
Layout
Pavement Marking
Electrical
Brick Paving
Brick Paving
Subcontract Price
$7,500.00
$10,280.00
$7,830.00
$56,425.00
$52,780.00
Amount Uncompleted
$3,000.00
$10,280.00
$5,000.00
$56,425.00
$52,780.00
Subcontractor
Type of Work
Pavement Marking
Fencing
Electrical
Cracksealing
Subcontract Price
$8,000.00
$151,500.00
$1,936.00
$12,267.20
Amount Uncompleted
$8,000.00
$110,000.00
$1,936.00
$12,267.20
Subcontractor
Type of Work
Tree Care
Sealcoating
Pavement Marking
Electrical
Subcontract Price
$5,840.00
$23,650.00
$49,032.79
$561,192.70
Amount Uncompleted
$1,500.00
$23,650.00
$10,000.00
$561,192.70
Subcontractor
Type of Work
Sport Coating
Fencing
Subcontract Price
$468,280.00
$65,510.00
Amount Uncompleted
$300,000.00
$65,510.00
Subcontractor
Type of Work
Tree Care
Landscaping
Subcontract Price
$600.00
$66,582.09
Amount Uncompleted
$600.00
$66,582.09
Subcontractor
Type of Work
Layout
Subcontract Price
$77,500.00
Amount Uncompleted
$77,500.00
Subcontractor
Type of Work
Masonry
Subcontract Price
$37,450.00
Amount Uncompleted
$37,450.00
Subcontractor
Type of Work
Pavement Marking
Subcontract Price
$47,554.80
Amount Uncompleted
$47,554.80
Total Uncompleted
$ 12,500.00
$ 10,280.00
$ 439,250.00 $
68,361.00
$ 920,836.79
Totals
$ 21,340.00
$ 10,280.00
$ 651,860.00 $
107,393.79
$ 920,836.79
Printed on 07/31/2018 Page 4 of 26 BC 57 (Rev. 08/17/10)
Illinois Department
�`�� of Trarilspar#atiort
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
11
12 13
14 15
$10,000.00
Contract Number
$100,000.00
$ 270,000.00
Portland Cement Concrete Paving
Contract With Long Grove
Summit Melrose Park
Northbrook Plote
Estimated Completion Date 5/15/2018
6/30/2017 9/30/2018
10/26/2018 11/1/2018
Total Contract Price $ 414,240.13 $
761,089.64 $ 514,367.11
$ 2,159,091.10 $ 3,246,992.60
Accumulated Totals
Uncompleted Dollar Value if Firm is
HMA Paving
$0.00
$
the Prime Contractor $ 3,730.00 $
74,971.70 $ 186,967.00
$ 876,738.00 $ 510,000.00
$ 1,652,406.70
Uncompleted Dollar Value if Firm is
the Subcontractor
$ -
$
$
Total Value of All Work
$ 1,652,406.70
Part It. Awards Pending and Uncompleted Work to be done with your own forces.
$ 90,000.00
Highway,R.R.& Water Structures
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form.
In a joint venture, list only that portion of the work to be done by your
$ -
Drainage
$0.00
$
company. If no work is contracted, show NONE
$20,000.00
$30,000.00
Accumulated
Totals
Earthwork
$0.00
$
$10,000.00
$160,000.00
$100,000.00
$ 270,000.00
Portland Cement Concrete Paving
$
$0.00
$ -
HMA Plant Mix
$376,086.45
$ 376,086.45
HMA Paving
$0.00
$
$ -
Clean & Seal Cracks/ Joints
$ -
Aggregate Bases & Surfaces
$
$ -
$90,000.00
$ 90,000.00
Highway,R.R.& Water Structures
$ -
Drainage
$0.00
$
$0.00
$20,000.00
$30,000.00
$ 50,000.00
Electrical
$ -
Cover and Seal Coats
$ -
Concrete Construction
$
$5,000.00
$120,000.00
$300,000.00
$ 425,000.00
Landscaping
$0.00
$
5,000.00 $13,478.00
$700.00
$80,000.00
$ 99,178.00
Fencing
$ -
Guardrail
$
Painting
$ -
Signing
$2,532.00
$2,861.25
$ 5,393.25
Cold Milling, Planning & Rotomilling
$
-
$3,428.00
$ 3,428.00
Demolition
$ -
Pavement Markings (Paint)
$ -
Other Construction (List)
$0.00
$
5,000.00 $10,000.00
$60,000.00
$ 75,000.00
$
Totals $
$
10,000.00 $ 41,010.00 $
833,075.70 $
510,000.00
$ 1,394,085.70
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 5 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 6 of 26 BC 57 (Rev. 08/17/10)
11
12
13
14 15
Subcontractor
Type of Work
Pavement Marking
Brick Paving
Electrical
Brick Paving
Subcontract Price
$1,980.00
$85,150.00
$211,554.86
$11,880.00
Amount Uncompleted
$1,980.00
$0.00
$140,000.00
$11,880.00
Subcontractor
Type of Work
Signage
Electrical
Layout
Electrical
Subcontract Price
$1,750.00
$10,500.00
$7,200.00
$2,610.00
Amount Uncompleted
$1,750.00
$2,000.00
$0.00
$2,610.00
Subcontractor
Type of Work
Landscaping
Pavement
Irrigation
Subcontract Price
$58,313.00
$5,957.00
$10,000.00
Amount Uncompleted
$58,313.00
$5,957.00
$10,000.00
Subcontractor
Type of Work
Pavement Marking
Layout
Subcontract Price
$4,658.70
$15,500.00
Amount Uncompleted
$4,658.70
$
$10,000.00
Subcontractor
Type of Work
Tree Care
Pavement
Subcontract Price
$7,242.25
$4,172.30
Amount Uncompleted
$0.00
$
$4,172.30
Subcontractor
Type of Work
Tree Care
Subcontract Price
$5,000.00
Amount Uncompleted
$5,000.00
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
-
Total Uncompleted
$ 3,730.00
$ 64,971.70
$
145,957.00
$ 43,662.30 $
Totals
$ 3,730.00 1
$ 165,863.95 1
$
224,711.86 1
$ 49,162.30 1 $
Printed on 07/31/2018 Page 6 of 26 BC 57 (Rev. 08/17/10)
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
16
Iliinols Department
of lFansportation
19 20
Contract Number
2'.+60 SOtdh C).rksen P<rrkw<ryJHd<�rn ;t;?:'
61 B78
so -Q, Old. Iiilnoi5 62761
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
16
17 18
19 20
Contract Number
$180,000.00
61 B78
Contract With Wilmette
Darien PD Mundelein
IDOT Winnetka
$
Estimated Completion Date 11/9/2018
11/30/2018
55 Wrk Day 11/1/2018
$412,252.50
Total Contract Price $ 442,359.50 $
669,100.00 $ 2,626,531.33
$ 1,699,900.00 $ 384,553.50
Accumulated Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor $ 442,359.50 $
326,640.55 $ 2,206,408.70
$ 245,880.00 $ 384,553.50
$ 3,605,842.25
Uncompleted Dollar Value if Firm is
$ -
HMA Paving
the Subcontractor
$
-
$
$
Total Value of All W<tal Value of All Work $ 3,605,842.25
Part It. Awards Pending and Uncompleted Work to be done with your own forces.
Clean & Seal Cracks/ Joints
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form.
In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE
Accumulated
Tnfalc
Earthwork
$127,806.50
$40,000.00
$180,000.00
$
$74,835.00
$ 422,641.50
Portland Cement Concrete Paving
$
$412,252.50
$ 412,252.50
HMA Plant Mix
$ -
HMA Paving
$1,485.00
$
-
$
$6,480.00
$ 7,965.00
Clean & Seal Cracks/ Joints
$ -
Aggregate Bases & Surfaces
$
18,873.00
$
30,000.00
$64,823.25
$
$3,688.00
$ 117,384.25
Highway,R.R.& Water Structures
$ -
Drainage
$19,085.00
$15,000.00
$565,000.00
$
$209,776.00
$ 808,861.00
Electrical
$ -
Cover and Seal Coats
$ -
Concrete Construction
$65,203.00
$20,000.00
$210,000.00
$
$25,012.50
$ 320,215.50
Landscaping
$11,112.00
$
25,400.40
$32,742.00
$5,000.00
$19,376.00
$ 93,630.40
Fencing
$935.00
$ 935.00
Guardrail
$
Painting
$ -
Signing
$
25,400.00
$ 25,400.00
Cold Milling, Planning & Rotomilling
$
-
$
$0.00
$
-
$ -
Demolition
$
Pavement Markings (Paint)
$ -
Other Construction (List)
$58,000.00
$20,000.00
$100,000.00
$
5,000.00
$33,001.00
$ 216,001.00
Totals
$
301,564.50
1 $
150,400.40 1 $
1,564,817.75
$
35,400.00 $
373,103.50
$ 2,425,286.15
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 7 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 8 of 26 BC 57 (Rev. 08/17/10)
16
17
18
19
20
Subcontractor
Type of Work
Brick Paving
Brick Paving
HMA Paving
Electrical
Layout
Subcontract Price
$130,070.00
$195,915.00
$348,048.63
$188,723.15
$5,500.00
Amount Uncompleted
$130,070.00
$120,000.00
$260,000.00
$20,000.00
$5,500.00
Subcontractor
Type of Work
Irrigation
Landscaping
Electrical
Fencing
Tree Care
Subcontract Price
$4,000.00
$50,000.00
$231,111.75
$
138,332.50
$5,950.00
Amount Uncompleted
$4,000.00
$50,000.00
$231,111.75
$
138,332.50
$5,950.00
Subcontractor
Type of Work
Layout
Pavement Marking
Stabilization
Striping
Subcontract Price
$6,500.00
$2,240.15
$203,946.00
$
52,147.50
Amount Uncompleted
$6,500.00
$2,240.15
$120,000.00
$
52,147.50
Subcontractor
Type of Work
Tree Care
Tree Care
Layout
Special Waste
Subcontract Price
$225.00
$4,000.00
$25,000.00
$
190,145.00
Amount Uncompleted
$225.00
$4,000.00
$20,000.00
$
-
Subcontractor
Type of Work
Pavement Marking
Tree Care
Subcontract Price
$4,495.20
$
7,368.75
Amount Uncompleted
$4,495.20
$
Subcontractor
Type of Work
Tree Care
Subcontract Price
$5,984.00
Amount Uncompleted
$5,984.00
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$ -
Total Uncompleted
$ 140,795.00
$ 176,240.15
$ 641,590.95
$
210,480.00
$ 11,450.00
Totals
$ 140,795.00
$ 252,155.15
$ 818,585.58
$
576,716.90
$ 11,450.00
Printed on 07/31/2018 Page 8 of 26 BC 57 (Rev. 08/17/10)
Illinois Department
of Transportation
2300sc,nr n„ks w o<s;z
Sponq'.eld. IPinoie„EW64 .�
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid” will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
Earthwork
21
22 23
24
25
$30,000.00
Contract Number
$15,000.00
$
270,362.50
Portland Cement Concrete Paving
Contract With
Northlake
Hanover Park Deerfield
Elmhurst
Hanover Park
Estimated Completion Date
8/30/2018
8/31/2018 55 Wrk Days
10/31/2018
7/20/2018
Total Contract Price
$ 2,812,988.07
$ 294,630.65 $2,039,490.91
$ 1,119,953.60
$429,150.49
Accumulated Totals
Uncompleted Dollar Value if Firm is
HMA Paving
$
300,000.00
$
41,144.10
the Prime Contractor
$ 2,112,069.72
$ 186,566.10 $ 511,575.00
$ 1,065,576.10
$ 238,222.74
$ 4,114,009.66
Uncompleted Dollar Value if Firm is
$
24,439.25
the Subcontractor
$
24,439.25
Aggregate Bases & Surfaces
$
$
$
Total Value of All Work
$ 4,114,009.66
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
$11,742.50
$
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces.
All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE
Accumulated
Tntalc
Earthwork
$
60,362.50
$
35,000.00
$30,000.00
$130,000.00
$15,000.00
$
270,362.50
Portland Cement Concrete Paving
$
48,330.00
$
48,330.00
HMA Plant Mix
$
-
HMA Paving
$
300,000.00
$
41,144.10
$90,000.00
$285,488.60
$131,755.24
$
848,387.94
Clean & Seal Cracks/ Joints
$
24,439.25
$
24,439.25
Aggregate Bases & Surfaces
$
13,252.50
$
27,507.50
$20,000.00
$0.00
$11,742.50
$
72,502.50
Highway,R.R.& Water Structures
$
Drainage
$
620,000.00
$
10,000.00
$220,000.00
$17,600.00
$3,500.00
$
871,100.00
Electrical
$
-
Cover and Seal Coats
$
-
Concrete Construction
$
300,000.00
$
33,430.00
$30,000.00
$430,000.00
$0.00
$
793,430.00
Landscaping
$
28,010.00
$
6,030.00
$41,175.00
$16,997.00
$2,500.00
$
94,712.00
Fencing
$
-
Guardrail
$
Painting
$
Signing
$0.00
$0.00
$
Cold Milling, Planning & Rotomilling
$
35,000.00
$
-
$30,000.00
$25,836.25
$0.00
$
90,836.25
Demolition
$
-
Pavement Markings (Paint)
$
-
$
-
Other Construction (List)
$250,000.00
$
15,000.00
$50,000.00
$110,000.00
$15,000.00
$
440,000.00
$
Totals
$
1,654,955.00
$
168,111.60 $
511,175.00 $
1,040,361.10 $
179,497.74
$
3,554,100.44
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid.” This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 9 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 10 of 26 BC 57 (Rev. 08/17/10)
21
22
23
24
25
Subcontractor
Type of Work
ARCCT
Electrical
Tree Care
Joint Sealant
Layout
Subcontract Price
$
18,440.50
$6,710.00
$400.00
$14,630.00
$5,000.00
Amount Uncompleted
$
18,440.50
$6,710.00
$400.00
$14,630.00
$0.00
Subcontractor
Type of Work
CIPP
Layout
Pavement Marking
Reclamation
Subcontract Price
$
201,159.50
$7,500.00
$2,480.00
$58,000.00
Amount Uncompleted
$
201,159.50
$7,500.00
$2,480.00
$58,000.00
Subcontractor
Type of Work
Electrical
Pavement Marking
Site Video
Tree Care
Subcontract Price
$198,986.72
$1,552.50
$1,500.00
$725.00
Amount Uncompleted
$198,986.72
$1,552.50
$1,500.00
$725.00
Subcontractor
Type of Work
Layout
Tree Care
Tree Care
Subcontract Price
$29,000.00
$2,692.00
$6,605.00
Amount Uncompleted
$29,000.00
$2,692.00
$6,605.00
Subcontractor
Type of Work
Pavement Marking
Subcontract Price
$
5,878.00
Amount Uncompleted
$
5,878.00
Subcontractor
Type of Work
Tree Care
Subcontract Price
$
3,650.00
Amount Uncompleted
$
3,650.00
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Total Uncompleted
$
457,114.72
$ 18,454.50 $
400.00
$ 25,215.00
$ 58,725.00
Totals
$
457,114.72 1
$ 18,454.50 1 $
400.00 1
$ 25,215.00 1
$ 63,725.00
Printed on 07/31/2018 Page 10 of 26 BC 57 (Rev. 08/17/10)
Illinois Department
of Transportation
Fltil.�au UI GOn311llGllnn
2300 S.'O D„ksen P<vkw<r�lNpnm ;tl+,l
Sprm(�',eld, Illinois (32761
Part 1. Work Under Contract
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid” will not be issued
unlees both sides of this form are completed in detail. Use additional forms as needed to list all work.
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
26 27 28 29 30
Contract Number
Contract With Downers Grove CUSD 200 LCDOT KCDOT Downers Grove
Estimated Completion Date 9/28/2018 45 Wrk Days 9/24/2018 9/28/2018
Total Contract Price $ 1,914,264.48 $ 1,148,289.00 $ 168,680.39 $ 129,659.50 $ 894,653.67 Accumulated Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor $ 1,582,263.13 $ 504,800.00 $ 168,680.39 $ 129,659.50 $ 796,898.96 $ 3,182,301.98
Uncompleted Dollar Value if Firm is
the Subcontractor $
Total Value of All Work $ 3,182,301.98
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
TnTala
Earthwork
$
35,861.50
$ 50,000.00
$ 38,149.00
$30,000.00
$17,934.25
$ 171,944.75
Portland Cement Concrete Paving
$ -
HMA Plant Mix
$ -
HMA Paving
$
197,655.48
$ 230,000.00
$ 1,000.00
$0.00
$89,924.41
$ 518,579.89
Clean & Seal Cracks/ Joints
$ -
Aggregate Bases & Surfaces
$ 15,000.00
$ 11,750.00
$1,922.00
$ 28,672.00
Highway,R.R.& Water Structures
$ -
Drainage
$
875,000.00
$ 20,000.00
$ 4,000.00
$1,400.00
$420,000.00
$ 1,320,400.00
Electrical
$
Cover and Seal Coats
$ -
Concrete Construction
$
142,659.75
$ 35,000.00
$ 63,555.78
$53,420.00
$71,063.00
$ 365,698.53
Landscaping
$
23,890.00
$ 35,900.00
$ 21,890.00
$0.00
$4,045.00
$ 85,725.00
Fencing
$ -
Guardrail
$
Painting
$ -
Signing
$ 900.00
$ 900.00
Cold Milling, Planning & Rotomilling
$
31,881.65
$ 15,000.00
$17,268.30
$ 64,149.95
Demolition
$
Pavement Markings (Paint)
$ -
Other Construction (List)
$
250,000.00
$ 50,000.00
$ 22,800.00
$37,100.00
$150,000.00
$ 509,900.00
$
Totals
$
1,556,948.38 1
$ 451,800.00
$ 163,144.78 $
121,920.00 $
772,156.96
$ 3,065,970.12
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 11 of 26 BC 57 (Rev. 08/17/10)
Part Ill. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 12 of 26 BC 57 (Rev. 08/17/10)
26
27
28
29
30
Subcontractor
Type of Work
Layout
Fencing
Electrical
Pavement Marking
Directional Boring
Subcontract Price
$9,000.00
$28,125.00
$2,000.00
$7,739.50
$4,500.00
Amount Uncompleted
$9,000.00
$28,125.00
$2,000.00
$7,739.50
$4,500.00
Subcontractor
Type of Work
Leak Detection
Layout
Pavement Marking
Layout
Subcontract Price
$1,500.00
$18,000.00
$3,535.61
$7,200.00
Amount Uncompleted
$1,500.00
$5,000.00
$3,535.61
$7,200.00
Subcontractor
Type of Work
Line Stops
Pavement Marking
Line Stops
Subcontract Price
$4,200.00
$8,750.00
$4,200.00
Amount Uncompleted
$4,200.00
$8,750.00
$4,200.00
Subcontractor
Type of Work
Pavement Marking
Sealcoating
Pavement Marking
Subcontract Price
$3,317.25
$11,125.00
$3,377.00
Amount Uncompleted
$3,317.25
$11,125.00
$3,377.00
Subcontractor
Type of Work
Site Video
Site Video
Subcontract Price
$1,600.00
$1,000.00
Amount Uncompleted
$1,600.00
$1,000.00
Subcontractor
Type of Work
Tree Care
Tree Care
Subcontract Price
$5,697.50
$4,465.00
Amount Uncompleted
$5,697.50
$4,465.00
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Total Uncompleted
$ 25,314.75
$ 53,000.00
$ 5,535.61
$ 7,739.50
$ 24,742.00
Totals
$ 25,314.75
$ 66,000.00
$ 5,535.61
5 7,739.50
$ 24,742.00
Printed on 07/31/2018 Page 12 of 26 BC 57 (Rev. 08/17/10)
Ulinob Department
of Transportation
Flw W C:On3..acb...
zany yovih p�ksen P,7r4w�iy; Lipnm 3,'2
Seung'"elcf. I11l ,s (52-7 A
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unlees both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
31
32 33
34
35
$35,508.00
Contract Number
$ 205,061.50
Contract With York Township
Palatine Northfield
Elk Grove Village
Schaumburg
Estimated Completion Date 10/1/2018
8/15/2017 25 Wrk Day
11/16/2018
11/3/2017
Total Contract Price $ 1,238,280.95 $
224,860.56 $ 229,377.20
$ 452,844.27 $
5,214,079.57
Accumulated Totals
Uncompleted Dollar Value if Firm is
$ 10,750.40
$ 16,258.20
$19,523.00
$0.00
the Prime Contractor $ 1,215,040.95 $
224,860.56 $ 229,377.20
$ 452,844.27 $
5,000.00
$ 2,127,122.98
Uncompleted Dollar Value if Firm is
$ 15,862.50
Aggregate Bases & Surfaces
$8,810.00
the Subcontractor
$ 9,787.50
$19,073.00
$0.00
$
Highway,R.R.& Water Structures
Total Value of All Work
$ 2,127,122.98
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
$ -
Drainage
$171,730.00
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces.
All work
$20,651.00
subcontracted to others will be listed on the reverse of this form.
In a joint venture, list only that portion of the work to be done by your
Electrical
company. If no work is contracted, show NONE
Accumulated
Tnfalc
Earthwork
$110,000.00
$ 19,407.00
$ 40,146.50
$35,508.00
$0.00
$ 205,061.50
Portland Cement Concrete Paving
$0.00
$ -
HMA Plant Mix
$ -
HMA Paving
$436,814.50
$ 10,750.40
$ 16,258.20
$19,523.00
$0.00
$ 483,346.10
Clean & Seal Cracks/ Joints
$15,862.50
$ 15,862.50
Aggregate Bases & Surfaces
$8,810.00
$ 5,246.25
$ 9,787.50
$19,073.00
$0.00
$ 42,916.75
Highway,R.R.& Water Structures
$ -
Drainage
$171,730.00
$ 6,280.00
$ 4,100.00
$20,651.00
$0.00
$ 202,761.00
Electrical
$ -
Cover and Seal Coats
$ -
Concrete Construction
$267,921.60
$ 79,391.25
$ 94,160.00
$38,442.00
$0.00
$ 479,914.85
Landscaping
$66,127.00
$ 3,437.00
$ 9,625.00
$24,506.50
$0.00
$ 103,695.50
Fencing
$ -
Guardrail
$
Painting
$ -
Signing
$ -
$ 4,330.00
$5,574.00
$0.00
$ 9,904.00
Cold Milling, Planning & Rotomilling
$44,902.80
$ 1,440.00
$0.00
$ 46,342.80
Demolition
$ -
Pavement Markings (Paint)
$ -
Other Construction (List)
$50,000.00
$ 20,700.00
$ 37,000.00
$113,000.00
$5,000.00
$ 225,700.00
$
Totals r $
1,172,168.40
$ 146,651.90
$ 215,407.20 $
276,277.50 $
5,000.00
$ 1,815,505.00
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 13 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 14 of 26 BC 57 (Rev. 08/17/10)
31
32
33
34
35
Subcontractor
Type of Work
ARCCT
Electrical
Electrical
Electrical
HMA Paving
Subcontract Price
$17,381.25
$23,736.70
$4,600.00
$151,327.47
$
897,819.41
Amount Uncompleted
$17,381.25
$23,736.70
$4,600.00
$151,327.47
Subcontractor
Type of Work
Electrical
Landscaping
Pavement Marking
Layout
CIPP
Subcontract Price
$4,851.00
$38,555.80
$3,752.50
$7,300.00
$169,371.40
Amount Uncompleted
$4,851.00
$38,555.80
$3,752.50
$7,300.00
$0.00
Subcontractor
Type of Work
Guardrail
Layout
Tree Care
Pavement Marking
Dowel Bar Retrofit
Subcontract Price
$7,931.00
$4,500.00
$5,617.50
$10,618.80
$35,280.00
Amount Uncompleted
$7,931.00
$4,500.00
$5,617.50
$10,618.80
Subcontractor
Type of Work
Pavement Marking
Pavement Marking
Site Video
Electrical
Subcontract Price
$10,014.30
$4,563.16
$2,800.00
$176,476.60
Amount Uncompleted
$10,014.30
$4,563.16
$2,800.00
$0.00
Subcontractor
Type of Work
Tree Care
Tree Care
Tree Care
Irrigation
Subcontract Price
$2,695.00
$6,853.00
$4,520.50
$97,005.15
Amount Uncompleted
$2,695.00
$6,853.00
$4,520.50
$0.00
Subcontractor
Type of Work
Landscaping
Subcontract Price
$
379,021.56
Amount Uncompleted
$
$
-
Subcontractor
Type of Work
Layout
Subcontract Price
$32,000.00
Amount Uncompleted
Subcontractor
Type of Work
Pavement Marking
Subcontract Price
$86,261.52
Amount Uncompleted
Total Uncompleted
$ 42,872.55
$ 78,208.66
$ 13,970.00
$ 176,566.77
$
Totals
$ 42,872.55
$ 78,208.66
$ 13,970.005-176,566.77
$
1,873,235.64
Printed on 07/31/2018 Page 14 of 26 BC 57 (Rev. 08/17/10)
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
Depart
Illiln;vlrnois ment
of Transporta#ion
37
O.............
39
KN SOrrlh n�rksr n f�lrk�v:ry_ rH�irrrn ;122,
$ 314,674.00
5p -9',0d. 111 a 1= 62:14
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
Part If. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
TM.1.
Earthwork
36
37
38
39
40
$ 314,674.00
Contract Number
$23,970.00
Contract With Arbor Condo Assoc Downers Grove
Algonquin
CCDoTH
Main Township
Estimated Completion Date 8/24/2018 9/14/2018
9/28/2018
9/1/2018
Total Contract Price
$ 1,452,130.90
$ 179,984.00
$ 1,039,153.44
$ 514,344.60 $
222,065.00
Accumulated Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor
$ 1,268,893.40
$ 179,984.00
$ 1,039,153.44
$ 514,344.60 $
222,065.00
$ 3,224,440.44
Uncompleted Dollar Value if Firm is
the Subcontractor
$ -
Aggregate Bases & Surfaces
$153,452.50
$
-
$
$1,200.00
$ 166,937.50
Highway,R.R.& Water Structures
Total Value of All Work
$ 3,224,440.44
Part If. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
TM.1.
Earthwork
$270,000.00
$8,138.00
$18,950.00
$15,586.00
$2,000.00
$ 314,674.00
Portland Cement Concrete Paving
$23,970.00
$ 23,970.00
HMA Plant Mix
$ -
HMA Paving
$426,150.90
$15,505.00
1
$337,545.54
$306,032.60
$ 1,085,234.04
Clean & Seal Cracks/ Joints
$ -
Aggregate Bases & Surfaces
$153,452.50
$4,685.00
$7,600.00
$1,200.00
$ 166,937.50
Highway,R.R.& Water Structures
$ -
Drainage
$90,000.00
$27,360.00
$166,120.00
$22,155.00
$3,800.00
$ 309,435.00
Electrical
$ -
Cover and Seal Coats
$ -
Concrete Construction
$180,000.00
$69,049.50
$140,492.50
$23,000.00
$191,065.00
$ 603,607.00
Landscaping
$9,160.00
$10,504.00
$25,041.00
$23,415.00
$4,000.00
$ 72,120.00
Fencing
$
Guardrail
$
Painting
$
Signing
$7,750.00
$ 7,750.00
Cold Milling, Planning & Rotomilling
$8,975.00
$
$70,670.00
$1,200.00
$ 80,845.00
Demolition
$ -
Pavement Markings (Paint)
$ -
Other Construction (List)
$95,000.00
$30,500.00
$89,745.20
$84,000.00
$20,000.00
$ 319,245.20
Totals $
1,264,458.40 1
$ 165,741.50 $
848,564.24 $
482,988.60 $
222,065.00
$ 2,983,817.74
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 15 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 16 of 26 BC 57 (Rev. 08/17/10)
36
37
38
39 40
Subcontractor
Type of Work
Pavement Marking
Layout
Layout
Pulverization
Subcontract Price
$4,435.00
$4,500.00
$2,000.00
$31,356.00
Amount Uncompleted
$4,435.00
$4,500.00
$2,000.00
$31,356.00
Subcontractor
Type of Work
Site Video
Pavement Marking
Subcontract Price
$700.00
$3,085.40
Amount Uncompleted
$700.00
$3,085.40
Subcontractor
Type of Work
Tree Care
Pulverization
Subcontract Price
$9,042.50
$183,853.80
Amount Uncompleted
$9,042.50
$183,853.80
Subcontractor
Type of Work
Tree Care
Subcontract Price
$1,650.00
Amount Uncompleted
$1,650.00
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Total Uncompleted
$ 4,435.00
$ 14,242.50
$ 190,589.20
$ 31,356.00 $
Totals
$ 4,435.00
$ 14,242.50
$ 190,589.20
$ 31,356.00 $
Printed on 07/31/2018 Page 16 of 26 BC 57 (Rev. 08/17/10)
Illitnois Departrnerrt
of Transportation
.�QU�aoi,li•. Dik."n P�rh.wtiV�n��c�n� :?.'.:
SPnngt�.+ld Illlnn.g g�7f,.9
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unlees both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
Earthwork
41
42
$75,000.00
43
44
45
Contract Number
62C67
621`28
SHO28
HMA Plant Mix
Contract With
RW Dunteman
RW Dunteman
IDOT
Niles
Northfield
Estimated Completion Date
$344,507.44
$16,258.20
$ 474,257.14
Clean & Seal Cracks/ Joints
11/1/2018
Total Contract Price
$ 225,383.30
$343,892.20
$
237,493.00
$ 1,098,736.74
$ 232,577.20
Accumulated Totals
Uncompleted Dollar Value if Firm is
$
Drainage
$ $
the Prime Contractor
$ 225,383.30
$ 343,892.20
$
237,493.00
$ 1,098,736.74
$ 232,577.20
$ 2,138,082.44
Uncompleted Dollar Value if Firm is
$
Cover and Seal Coats
$ -
the Subcontractor
$
$88,160.00
$315,314.00
$94,160.00
$ 497,634.00
Landscaping
$
$5,239.50
Total Value of All Work
$ 2,138,082.44
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed
with your own forces. All work
Guardrail
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
$
Painting
company. If no work is contracted, show NONE
Accumulated
Tntalc
Earthwork
$
$15,250.00
$75,000.00
$40,146.50
$ 130,396.50
Portland Cement Concrete Paving
$99,242.50
$ 99,242.50
HMA Plant Mix
$
HMA Paving
$
$113,491.50
$344,507.44
$16,258.20
$ 474,257.14
Clean & Seal Cracks/ Joints
$
Aggregate Bases & Surfaces
$875.00
$33,343.00
$9,787.50
$ 44,005.50
Highway,R.R.& Water Structures
$
Drainage
$ $
-
$67,860.00
$4,100.00
$ 71,960.00
Electrical
$
Cover and Seal Coats
$ -
Concrete Construction
$
$88,160.00
$315,314.00
$94,160.00
$ 497,634.00
Landscaping
$ $
$5,239.50
$9,625.00
$ 14,864.50
Fencing
$ -
Guardrail
$
Painting
$ -
Signing
$
$
$4,330.00
$ 4,330.00
Cold Milling, Planning & Rotomilling
$211,683.30 $324,892.20
$72,513.50 $
$ 609,089.00
Demolition
$ -
Pavement Markings (Paint)
$
Other Construction (List)
$13,700.00 $19,000.00
$14,000.00
$75,002.00
$40,200.00
$ 161,902.00
Totals $
225,383.30 1 $ 343,892.20 1 $
231,776.50 1 $
1,088,021.94 $
218,607.20
$ 2,107,681.14
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 17 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 18 of 26 BC 57 (Rev. 08/17/10)
41 42
43
44
45
Subcontractor
Type of Work
Pavement Marking
Irrigation
Electrical
Subcontract Price
$5,716.50
$2,250.00
$4,600.00
Amount Uncompleted
$5,716.50
$2,250.00
$4,600.00
Subcontractor
Type of Work
Layout
Pavement Marking
Subcontract Price
$4,000.00
$3,752.50
Amount Uncompleted
$
$4,000.00
$3,752.50
Subcontractor
Type of Work
Pavement Marking
Tree Care
Subcontract Price
$4,284.80
$5,617.50
Amount Uncompleted
$
$4,284.80
$5,617.50
Subcontractor
Type of Work
Tree Care
Subcontract Price
$180.00
Amount Uncompleted
$
$180.00
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Total Uncompleted
$ $ - $
5,716.50
$ 10,714.80
$ 13,970.00
Totals
$ $ - $
5,716.50
$ 10,714.80
$ 13,970.00
Printed on 07/31/2018 Page 18 of 26 BC 57 (Rev. 08/17/10)
111inois Department Affidavit of Availability
Of llanSpOrtdkiOn For the Letting of 08/03/18
F?w a �� C:pnphul,IiOn
2,100 �!3 , tt D,eksnn 322
111-- G27rr1
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unlees both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others, If no work is contracted, show NONE
46 47 48 49 50
Contract Number
$73,094.60
$8,874.20
$46,642.75
Contract With Schaumburg West Chicago
Wheaton
West Chicago
Villa Park
Estimated Completion Date
8/31/2018
12/1/2018
60 Wrk Day
Total Contract Price $ 374,687.10 $ 234,886.44
$ 229,567.20
$ 1,298,516.57
$ 692,888.00
Uncompleted Dollar Value if Firm is
the Prime Contractor $ 374,687.10 $ 234,886.44
$ 229,567.20
$ 1,298,516.57
$ 692,888.00
mulated Totals
Uncompleted Dollar Value if Firm is
the Subcontractor $ - $ - $ $
Total Value of All Work $ 2,830,545.31
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
Tntalc
Earthwork
$73,094.60
$8,874.20
$46,642.75
$89,937.00
$81,128.60
$ 299,677.15
Portland Cement Concrete Paving
$5,625.00
$73,338.00
$
$ 78,963.00
HMA Plant Mix
$
$ -
HMA Paving
$18,000.00
$81,114.39
$1,080.00
$225,738.12
$104,876.00
$ 430,808.51
Clean & Seal Cracks/ Joints
$ -
Aggregate Bases & Surfaces $
$50.00
$18,616.50
$19,897.00
$23,983.40
$ 62,546.90
Highway,R.R.& Water Structures
$ -
Drainage
$13,840.00
$13,000.00
$69,885.00
$472,661.25
$251,264.00
$ 820,650.25
Electrical
$ -
Cover and Seal Coats
$ -
Concrete Construction
$171,752.00
$59,855.60
$5,179.95
$179,380.00
$88,214.00
$ 504,381.55
Landscaping
$49,962.50
$2,905.00
$1,325.00
$27,650.00
$30,072.00
$ 111,914.50
Fencing
$ -
Guardrail
$
Painting
$ -
Signing
$500.00
$
$1,800.00
$ 2,300.00
Cold Milling, Planning Rotomilling
$14,605.00 $
$20,343.80
$ -
$ 34,948.80
-&
Demolition
$ -
Pavement Markings (Paint)
$ -
OtherConstruction(List)
$38,200.00
$27,100.00 $
-
$103,002.00
$93,000.00
$ 261,302.00
Totals $
365,349.10
$ 213,129.19 $
216,067.20 $
1,140,409.17
$ 672,538.00
$ 2,607,492.66
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 19 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 20 of 26 BC 57 (Rev. 08/17/10)
46
47
48
49
50
Subcontractor
Type of Work
Layout
ARCCT
Fencing
ARCCT
Layout
Subcontract Price
$4,645.00
$13,712.00
$7,500.00
$18,296.60
$8,000.00
Amount Uncompleted
$4,645.00
$13,712.00
$7,500.00
$18,296.60
$8,000.00
Subcontractor
Type of Work
Tree Care
Fencing
Layout
Electrical
Pavement Marking
Subcontract Price
$4,693.00
$3,915.50
$6,000.00
$102,006.30
$3,850.00
Amount Uncompleted
$4,693.00
$3,915.50
$6,000.00
$102,006.30
$3,850.00
Subcontractor
Type of Work
Pavement Marking
Layout
Site Video
Subcontract Price
$3,129.75
$10,000.00
$2,500.00
Amount Uncompleted
$3,129.75
$10,000.00
$2,500.00
Subcontractor
Type of Work
Tree Care
Line Stops
Tree Care
Subcontract Price
$1,000.00
$8,000.00
$6,000.00
Amount Uncompleted
$1,000.00
$8,000.00
$6,000.00
Subcontractor
Type of Work .
Pavement Marking
Subcontract Price
$3,157.00
Amount Uncompleted
$3,157.00
Subcontractor
Type of Work
Tree Care
Subcontract Price
$16,647.50
Amount Uncompleted
$16,647.50
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
$
Amount Uncompleted
$
-
$ -
Total Uncompleted
$
9,338.00
$ 21,757.25
$ 13,500.00
$ 158,107.40
$ 20,350.00
Totals
$
9,338.00
$ 21,757.25
$ 13,500.00
$ 158,107.40
$ 20,350.00
Printed on 07/31/2018 Page 20 of 26 BC 57 (Rev. 08/17/10)
Part 1. Work Under Contract
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unlees both sides of this form are completed in detail. Use additional forms as needed to list all work.
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
51 52 53
Illinois Department
of Transportation
55
F?l�� t� UI (.:Un.31i 1i41i0i1
Contract Number
300��Sor�lh ri,�ksen P��kw.ry/uonm J22
83,380.25
Son q�. Id, IIIICIJi5 027q•1
Part 1. Work Under Contract
Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unlees both sides of this form are completed in detail. Use additional forms as needed to list all work.
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
51 52 53
54
55
$38,244.25
Contract Number
$
83,380.25
Contract With Northbrook Highland Park Peter Baker
$
Estimated Completion Date 11/15/2018 10/26/2018
$
$
-
Total Contract Price $ 513,880.00 $ 623,298.90 $ 403,192.44
Accumulated Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor $ 513,880.00 $ 623,298.90 $ 403,192.45
$
$
$ 1,540,371.35
Uncompleted Dollar Value if Firm is
the Subcontractor $ -
$
$
$
$
Total Value of All Work
$ 1,540,371.35
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
Totals
Earthwork
$40,189.00
$4,947.00
$38,244.25
$ $
$
83,380.25
Portland Cement Concrete Paving
$
$
$
$
-
HMA Plant Mix
$
-
HMA Paving
$38,610.00
$174,162.90
$
$ $
$
212,772.90
Clean & Seal Cracks/ Joints
$
-
Aggregate Bases & Surfaces
$23,319.00
$4,370.00
$7,854.39
$ $
$
35,543.39
Highway,R.R.& Water Structures
$
-
Drainage
$241,989.00
$299,340.00
$
$ $
$
541,329.00
Electrical
$
Cover and Seal Coats
$
Concrete Construction
$24,720.00
$7,856.00
$357,093.81
$ $
$
389,669.81
Landscaping
$58,310.00
$12,336.00
$
$
$
70,646.00
Fencing
$
$
Guardrail
$
-
Painting
$
-
Signing
$700.00
$
$
$
700.00
Cold Milling, Planning & Rotomilling
$16,734.00
$
$ $
$
16,734.00
Demolition
$
-
Pavement Markings (Paint)
$
Other Construction (List)
$70,000.00
$68,325.00
$
$
$
138,325.00
Totals $
497,137.00
$ 588,770.90
$ 403,192.45
$ $
$
1,489,100.35
$ 2,894,820.45
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 21 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
Printed on 07/31/2018 Page 22 of 26 BC 57 (Rev. 08/17/10)
51
52 53 54 55
Subcontractor
Type of Work
Layout
Layout
Subcontract Price
$6,500.00
$22,500.00
Amount Uncompleted
$6,500.00
$22,500.00
Subcontractor
Type of Work
Site Video
Pavement Marking
Subcontract Price
$1,750.00
$8,128.00
Amount Uncompleted
$1,750.00
$8,128.00
Subcontractor
Type of Work
Tree Care
Site Video
Subcontract Price
$8,493.00
$3,500.00
Amount Uncompleted
$8,493.00
$3,500.00
Subcontractor
Type of Work
Tree Care
Subcontract Price
$400.00
Amount Uncompleted
$400.00
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
$
Total Uncompleted
$ 16,743.00
$ 34,528.00 $ $ $
Totals
$ 16,743.00
$ 34,528.00 $ $ $ -
Printed on 07/31/2018 Page 22 of 26 BC 57 (Rev. 08/17/10)
UTIllinois Department Affidavit of Availability
of Transportation
e,,, — C -11 --
For the Letting of 08/03/18
ssnn sooin a son P:,rav ayIA r„ e22
S Vrn,Jliglp.....np �, 6,2164
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unlees both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
56 1 57 1 58 1 59 1 60
Contract Number
Contract With
Estimated Completion Date
Total Contract Price
Uncompleted Dollar Value if Firm is
the Prime Contractor $ $ $ $ $
Uncompleted Dollar Value if Firm is
the Subcontractor
Total Value of All Work
Part If. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE
\ccumulated Totals
R -
Accumulated
Totals
Earthwork
$
$
$
$
$
$
Portland Cement Concrete Paving
$
$
$
$
$
HMA Plant Mix
$
HMA Paving
$
$
$
$
$
$
Clean & Seal Cracks/ Joints
$
Aggregate Bases & Surfaces
$
$
$
$
$
$
Highway,R.R.& Water Structures
$
Drainage
$
$
$
$
$
$
Electrical
$
Cover and Seal Coats
$
Concrete Construction
$
$
$
$
$
$
Landscaping
$
$
$
$
$
$
Fencing
$
$
Guardrail
$
Painting
$
Signing
$
$
Cold Milling, Planning & Rotomilling
$
$
$
$
$
$
Demolition
$
Pavement Markings (Paint)
$
Other Construction (List)
$
$
$
$
$
$
Totals
$
$
$
$
$
$
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 23 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
56 57 58 59 60
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Total Uncompleted $ $ $ $ $
Totals $ $ - $ $ $
Printed on 07/31/2018 Page 24 of 26 BC 57 (Rev. 08/17/10)
Illinois Department
of Transportation
91 n.glr„f.(rnn
2300 iSDtAh D�rk5rin P.:Vkw.rylFi(lnfn :lel
�Vr�rt4'�Aitl, Ili�nois (i2%rl
Part I. Work Under Contract
SUMMARY SHEETS Affidavit of Availability
For the Letting of 08/03/18
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE
Contract Number
$
2,878,468.15
Contract With
$
SUMMARY
Estimated Completion Date
$
Total Contract Price
HMA Paving
Accumulated Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor
Clean & Seal Cracks/ Joints
$ 29,997,608.61
Uncompleted Dollar Value if Firm is
the Subcontractor
Aggregate Bases & Surfaces
$
Total Value of All Work $ 29,997,608.61
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE Accumulated
Tnfalc
Earthwork
$
2,878,468.15
Portland Cement Concrete Paving
$
783,751.75
HMA Plant Mix
$
376,086.45
HMA Paving
$
4,911,351.52
Clean & Seal Cracks/ Joints
$
40,301.75
Aggregate Bases & Surfaces
$
856,305.79
Highway,R.R.& Water Structures
$
-
Drainage
$
5,577,496.25
Electrical
$
Cover and Seal Coats
$
Concrete Construction
$
4,805,717.10
Landscaping
$
852,522.40
Fencing
$
935.00
Guardrail
$
-
Painting
$
-
Signing
$
63,452.25
Cold Milling, Planning & Rotomilling
$
1,011,910.80
Demolition
$
Pavement Markings (Paint)
$
Other Construction (List)
$
2,857,875.20
Totals $
$ $ $ $ $
25,016,174.41
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in
non -issuance of an "Authorization to Bid." This form has been approved by the State Forms Management Center.
Printed on 07/31/2018 Page 25 of 26 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others
For each contract described in Part I, list all the work you have subcontracted to others.
I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the
undersigned for Federal, State, County, City and Private work, including ALL subcontract work, ALL pending low bids not yet awarded
or rejected and ALL estimated completion dates.
Subscribed Pnd sworn to before me
this C�j day of �••,.'l ����.
Notary "Ilblic
My commission expires �'� La c�
OFF -16A L. SEAL
(Not r Seal
KELLY � BI LLO
NOIS
NOTARY PUBLIC, STWE OF ILL11
OU SAGE COUNTY
Printed on 07 i'jgo 8 iF'1F3E-5 11/16/2020
Type or Print Adele Lampignano President
Officer or Director Title
Signed��
Company A Lamp Concrete Contractors, Inc.
Address 1900 Wright Blvd.
Page 26 of 26
Schaumburq, Illinois 60193
BC 57 (Rev. 08/17/10)
Subcontractor
Type of Work
Subcontract Price
$
$
$
- $
- $
Amount Uncompleted
$
$
$
$
$
Subcontractor
Type of Work
Subcontract Price
$
$
$
$
$
Amount Uncompleted
$
$
$
$
$
Subcontractor
Type of Work
Subcontract Price
$
$
$
$
$
Amount Uncompleted
$
$
$
$
- $
Subcontractor
Type of Work
Subcontract Price
$
$
$
$
$
Amount Uncompleted
$
$
$
$
$
Subcontractor
Type of Work
Subcontract Price
$
$
$
$
$
Amount Uncompleted
$
$
$
$
$
Total Uncompleted
$
$
$
$
- $ -
SUMMARY TOTALS
$
$
$
$
$ 4,981,434.20
I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the
undersigned for Federal, State, County, City and Private work, including ALL subcontract work, ALL pending low bids not yet awarded
or rejected and ALL estimated completion dates.
Subscribed Pnd sworn to before me
this C�j day of �••,.'l ����.
Notary "Ilblic
My commission expires �'� La c�
OFF -16A L. SEAL
(Not r Seal
KELLY � BI LLO
NOIS
NOTARY PUBLIC, STWE OF ILL11
OU SAGE COUNTY
Printed on 07 i'jgo 8 iF'1F3E-5 11/16/2020
Type or Print Adele Lampignano President
Officer or Director Title
Signed��
Company A Lamp Concrete Contractors, Inc.
Address 1900 Wright Blvd.
Page 26 of 26
Schaumburq, Illinois 60193
BC 57 (Rev. 08/17/10)
Year Make & Model
2004 MACK GRANITE CV513 MIXER TRUCK
2004 MACK GRANITE DS 500
1998 FORD CONCRETE MIXER
1't ii\J D11i r'ij i'{J_\.-i 21'i )
2008 FORD F-450 SD 1 TON DUMP
2008 FORD F450 SD FLATBED
2007 FORD F-350 SD FLATBED
2006 FORD F-350 SD FLATBED
2006 FORD F450 SD FLATBED
2000 CHEVY C3500 FLATBED
1995 CHEVY C3500 HD DUMP
1992 FORD F450 DUMP
1991 FORD F450 1 TON DUMP BODY
1986 GMCTRUCK FLATBED
1985 CHEVY C301 TON DUMP TRUCK
Wl-IF I.':R5
1990 FORD CONVENTIONALLN7000
1989 INTERNATIONAL 1754
1989 FORD CONVENTIONAL LN7000
1990 FORD CONVENTIONALLN7000
1997 FORD CONVENTIONAL L L
1991 FORD LT8000
1990 FORD LT8000
1989 FORD LTS8000
1989 FORD L8000
1988 FORD LNT8000
1978 MACK
1975 FORD LTS8000
1972 FORD LT8000
1999 STERLING LT8513 (4,000 GAL) WATER TRUCK
1986 INTERNATIONAL S -F2674
1978 FORD LN700 DUMP (WATER TRUCK)
1969 INTERNATIONAL 2050 WATER TRUCK
2007 PETERBUILT CONVENTIONAL 378
2003 MACK RD688S
2003 MACK CV713
2001 MACK R600
1995 MACK RD600
1994 MACK RD600
1993 INTERNATIONAL 8200
1991 MACK 600
1988 MACK R600
e: J 7 1, it,
Year Make & Model
TAG & D U IV] P T R A I L E R, S
2010 TALBERT DROP DECK LOWBOY TRAILER
2009 TALBERTAXLE ATTACHMENT
2008 DIERZEN 22' QTR FRAME END DUMP TRAILER
2006 TALBERT MFG TRAILER LOW BOY
2006 REDI HAUL PINTLE HITCH TRAILER
2004 CRONKHITE TRAILER
2004 REDI HAUL MANLIFT TRAILER
2003 TRAILER (RUNNION)
2002 CUSTOM TRAILER
1999 CRONKHITE TRAILER
1998 TALBERT TRAILER
1998 HILBILT MONGOOSE DUMP
1995 CRONKHITE FLATBED
1994 BUTLER MFG TRAILER
1994 WELLS CARGO UTILITY
1994 CRONKHITE FLATBED
1992 CZ TAG ALONG TRAILER
1990 HILBILT DUMP TRAILER (REG DUMP TRAILER)
1988 HILBILT DUMP TRAILER
1987 HILBILT DUMP TRAILER
1985 BUTLER TAG ALONG TRAILER
1981 BOBKO DUMP TRAILER
1979 HILLMAN DUMP TRAILER
1979 DYNAWELD FLATBED
1979 TRAIL KING TRAILER
1979 HILBILT DUMP TRAILER
1966 STRI P57 CHASSIS
OFF ROAD DUMP 1 RUCKS
2000 VOLVO A35C 6x6 ARTICULATED DUMP TRUCK
1999 VOLVO A35C 6x6 ARTICULATED DUMP TRUCK
S](11)S>EF,1 ;
2009 JOHN DEERE 325
2006 JOHN DEERE 325 HIGH FLO
2006 JOHN DEERE 325
2005 JOHN DEERE 325
2003 CASE SSL 60 XT
1994 BOBCAT 853
1988 BOBCAT 743
1985 BOBCAT 743
C 0fV!311\1ATI0NS,
1999 CAT BACKHOE LOADER 416C
%i/HEAL LCIADERS
2012 CATERPILLAR 928HZ
2000 CATERPILLAR 98OG
1990 CATERPILLAR 988B
2007 JCB 426HT
2006 VOLVO L120E
2005 VOLVO L120E
2001 CASE521DXT
1996 CAT IT28F INT. TOOL CARRIER
1996 CAT 98OG
1993 CATERPILLAR 950F
1991 CATERPILLAR 950F
1990 CATERPILLAR 966E
83/84 KOMATSU WA450
i i 9 1 (..0
.+1 F ._ ,. � b ....,•:.. ,. A. _ .. _. '1 _�.I-.+�(- [7 �.+It1f�I 111 '� ?�dlt Ili ,��i!
Year Make & Model
. RA C; f, L0AD"'
JOHN DEERE CT332 TRACK LOADER
JOHN DEERE 3290 COMPACT TRACK LOADER
2007 JOHN DEERE CT332 TRACK LDR
2005 CATERPILLAR 963C
1994 CATERPILLAR 973
1987 CATERPILLAR 963 LGP
1985 CATERPILLAR 963 LGP
2001 CAT D6M XL
1989 CAT D8N
1999 CAT DS -C SERIES III
1997 CAT 140H MOTOR GRADER
2014 KOMATSU PC228USLC-10 HYDRAULIC
2007 JCB 15160 w/ HYDRAULIC QUICK COUPLER
2006 CAT 330C HYDRAULIC EXCAVATOR
2006 JCB JS160 w/ HYDRAULIC QUICK COUPLER
2004 JCB JS130 w/ HYDRAULIC QUICK COUPLER
2004 CAT 345B SERIES II
2002 CAT 322CL w/ HYDRAULIC QUICK COUPLER
2001 CAT 3458 EXCAVATOR
2000 CATERPILLAR 345BL SERIES 11
1999 CAT 345BL
1998 CAT 345BL
1994 LINK BELT 2650C SERIES II
1994 CATERPILLAR 330L
it0
2008 JOHN DEERE 35D EXC.
2004 JCB 8052
2003 JCB JZ -70
ROLLER, SHEEPFT D -PAC LP8500
HAMM HD -14 ROLLER
2010 DYNAPAC CC122 VIB ROLLER
2008 BOMAG BW177DH3 VIB SMOOTH DRUM
2008 BOMAG BW138AD DOUBLE DRUM ROLLER
2005 CATERPILLAR CB -534D XW COMPACTOR
2005 DYNAPAC CC122 VIB ROLLER
2001 INGERSOLL RAND ROLLER DXSOOE
1999 ITN VIBRATORY ROLLER WACKER RD11A
1996 HYPAC C8306 ROLLER
1988 DYNAPAC CC4211 ROLLER
1986 BOMAG ROLLER
80'S BOMAG ROLLER BW213- 2FT (SHEEP FOOT)
MULTI -QUIP ROLLER VR 36-H (RED)
STOW 23120-1 ROLLER (RED)
STOW 2.3120-1 ROLLER (YELLOW)
2014 GRADALL XL 4100 1V
2008 GRADALL XL 4100 111
2005 GRADALL XL -4100 11
2003 GRADALL XL -4100
2001 GRADALL XL -4100
2010 MILLER M-8000
2009 MILLER M-1000
1998 MILLER M-1000
Year Make & Model
MILLING NIACHINES
2010 W2200 MILLING MACH
2010 3800 MM (12'6") DRUM
2013 W220 MILLING MACH
SWEEPEP
2006 SUPERIOR BROOM DT80J
2005 STERLING SC8000 SWEEPER
1989 ELGIN EAGLE SWEEPER SERIES F
SPECIALTY EQUIPMENT I'
PIONEER 6 X 20 SCREEN PLANT
2011 MIDLAND SP -6 ROAD WIDENER
2010 LIPPMANN 30" X 62" JAW CRUSHER PLANT
2010 ALLIS RIPLE-FLO 6 X 20 TD SCREENER
2007 METSO LT1213S PORTABLE CRUSHING PLANT
2007 PREMIERTRAK XA400 (CRUSHER)
2005 FINLEY 390 CAT SHREDDER (PULV)
2005 LEEBOY 7000 PAVER
1999 KURTZ 4248 URBAN CRUSHER
1998 FINN HYDRO SEEDER T60TG 11
1998 NORDBERG CRUSHER
1992 POWER SCREEN MACK II PULVERIZER
LAYTON H-5006 TOW PAVER
2004 LEE BOY 8515 PAVER
CATERPILLAR PAVING W/ASPHALT EQUIP
POWER SPREADER/CHIP SPREADER
BOMAG TAMPER
CONVEYORS
2011 POWER SCREEN 24"X50' CONVEYOR
2011 AMERICAN CHARGE 48"X75' CONVEYOR
2011 KURTZ 30"X70' STACKING CONVEYOR
KAFKA BLENDING BIN 36 X 70' CONVEYOR
2010 STRAIGHTLINE 48" X 40" DOG LEE CONVEYOR
60 PORTABLE STACKING CONVEYOR
30X63 PORTABLE STACKING CONVEYOR
GRAY 30X80 PORTABLE TRANSFER CONVEYOR
BARBER GREEN 36X100 STACKING CONVEYOR
POWER SCREEN M100 CONVEYOR
1988 DAN DEE 36" X120' CONVEYOR
MC CLOSKEY 36" X 100' CONVEYER TOP FOLD
KOLBERG PORTABLE STACKING CONVEYOR
VEHICLE SCALES
2011 METTLER-TOLEDO VTS231 VEHICLE SCALE
2010 METTLER-TOLEDO 7562 VEHICLE SCALE
GENERAI-ORS
2010 VOLVO 500KW GEN SET SKID ASSEMBLY
GENERATOR 3K WATT, GAS 1824
GENERATOR 3K WATT, GAS 1826
2005 MULTIQUIP GA25H2 GENERATOR
2001 GENERAC 5000 GENERATOR
GENERATOR 2K -3K WATT GAS
2500/3000 WATT GENERATOR
HONDA GENERATOR 3.OKW
HONDA GENERATOR 3500W
BREAKERS
2007 1D RT66 ROTARY TILLER
2007 1D HB5O HYD BREAKER
2007 JD HH75 HYD BREAKER
2004 JD BREAKER HB50
KENT KHBBG BREAKER
KENT BREAKER
Year Make & Model
S120A s
2013 SAW, WALK BHND,HUS X5000
2008 PROWLER 10" SOFF-CUT SAW X2000
2008 JOHN DEERE DIESEL SAW
2007 13 HP WALKSAW 14/18" CAP
2006 DIMAS-WALK BEHIND SAW
2005 14" CUT OFF SAW
2005 VERMEER PAVEMENT SAW
2002 TARGET PRO 65 III DIESEL
1999 9 HP EDCO SAW
1999 TARGET PRO 30" SAW
0!i ;U...rl;z
2005 18" RYAN SOD CUTTER (HONDA)
2004 18" RYAN SOD CUTTER (HONDA)
JUNIOR SOD CUTTER/ HONDA/ 18"
RYAN SOD CUTTER
P I.A1'E{ COIVIPAIC.10RS
2005 MULTIQUIP PLATE COMPACTOR
2004 MULTIQUIP PLATE COMPACTOR
2004 PLATE COMPACTOR
2003 MULTIQUIP PLATE COMPACTOR
2006 WACKER REV. VIB PLATE DPU5045
2001 MIKASA PLATE COMPACTOR
HUDCO TAMPER HC -50
PLATE COMPACTOR
PLATE COMPACTOR- MULTIQUIP
WACKER 23.5" X35.5" REV PLATE DPU5045
2005 8'X16'X4" TRENCH BOX
2005 4'X24'X6" TRENCH BOX
6'X 8' ALUMINUM TRENCH SHIELD
8'X 6' ALUMINUM TRENCH SHIELD
8'X24'X6" TRENCH BOX
SMC -1000 MESSAGE BOARD
ARROW BOARD
SMC -1000 MESSAGE BOARD
STD ARROW BOARD W/ CHARGER
ARROWMASTER ARROW BOARD
ARROW BOARD
2010 TOWABLE LIGHT TOWER
1992 AM IDA LIGHT PLANT LT -5080D
LIGHT DIESEL 1000W EAC0315
LIGHT DIESEL 1000W FAC0363
AIRSTAR 2000 WATT HALOGEN BALLOON LIGHT
POWERMOON CONTRACTOR 92000 BALLOON LIGHT
Year Flake & Model
;ATTACHMENTS
2009 VIRNIG BEV96A BUCKET
2009 VIRNIG MSHV96 BUCKET
70" DIGGING BUCKET
72" DIGGING BUCKET
ROTARY HAMMER 19/16"
ROTARY HAMMER 19/16"
24" ESCO SEVERE DUTY
78" BUCKET MODEL 5500
78" BUCKET W/ TEETH
MINNICH STRAIGHT ATTACHMENT
MULE B-618
MULE M-4:12 VIBRATOR
ROCK BUCKET
SUNSTRANDS SENSOR REMOTE
12" BUCKET for JCB 805 MINI EXC (#151)
T.,LSTING EQUIPIVIEN 1
AC ADAPTER, 100-240V, 50/60HZ MODEL 3440
PRECISION TOP LOADING BALANCE
MARY ANN SIEVE SHAKER, UP TO 6 NO 12" DIA SIEVE
AGGREGATE WASHER, 15LBS CAPACITY 115V 60HZ
LABORATORY OVEN, FAN FORCED AIR, DIGITAL
GILSON TESTING SCREEN, MANUAL, W/ 5 TRAYS/PAN
250K COMPRESSION MACHINE
2018 Well 17 Site Improvements
BID SECURITY
Included with, thi bid is a bank cashier's check, certified check or bid bond in the amount
of being ten percent (10%) of the total amount bid by
A. Lamp Concrete Contractors Inc. , the Bidder, in favor of the Village of Mount Prospect. It is
hereby agreed that, should Bidder be awarded the Work contemplated under this bid and
fail or refuse to execute a contract for said Work, or to provide the required payment and
performance bonds, or letter of credit, and certificate of insurance, then this security, in
the amount stipulated above, shall be forfeited and may be retained by the Village of
Mount Prospect as liquidated damages and not as a penalty. All bids to remain firm for
a period of ninety (90) days after bid opening date.
August 2018
Bidder:
A. Lamp Concrete Contractors, Inc.
Bidder's Agent ah, Agent's Title
The Hano fTnsuranc om an r��
Title Todd Schaap, Attorney -In -Fact
Note: If bidder is a partnership, the bid must be signed by at least two of the partners.
Note: If bidder is a corporation, the bid must be signed by an authorized officer of the
corporation, attested and sealed by the secretary or other authorized officer.
If a corporation, note here the state of incorporation:
Incorporated under the laws of the State of Illinois
Document la
11-l'iAlA
—2010
CONTRACTOR:
(Name, legal status and address)
A. Lamp Concrete Contractors, Inc.
1900 Wright Blvd
Schaumburg, IL 60193
SURETY:
(Name, legal status and principal place
of business)
The Hanover Insurance Company
440 Lincoln Street
Worcester, MA 01653
OWNER:
(Mame, legal status and address)
Village of Mount Prospect
50 S. Emerson Street
Mount Prospect, IL 60056
BOND AMOUNT: *** TEN PERCENT OF AMOUNT BID ***
PROJECT:
(Marne, location or address, and Project number, if any)
2018 Well No. 17 Site Improvements
This document has important legal
consequences. Consultation with
an attorney is encouraged with
respect to its completion or
modification.
Any singular reference to
Contractor, Surety, Owner or
other party shall be considered
plural where applicable.
The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the
Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and
severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor
within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and
Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such
bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted
in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract
and for the prompt payment of labor and material furnished in the prosecution thereof. or (2) pays to the Owner the
difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount
for which the Owner may in good faith contract with another parry to perform the work covered by said bid, then this
obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of
an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of
notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for
acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for
an extension beyond sixty (60) days.
If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall
be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor.
When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project,
any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and
provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so
furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond.
Signed and sealed this 6th day of August 2018
A. Lamp Concrete Contractors, Inc.
(Witness)
o
(17 ss)
(Principal)
(Seal)
(Title)
The Hanover surance C any
(Surety) (Seal)
(Title)
Todd Schaap, Attorney -in -Fact
AIA Document A31014 —2010. Copyright C 1963, 1970 and 2010 by The American Institute of Architects. All rights reserved. WARNING: This AIA"
Inst. Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or
any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
t Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail
The American Institute of Architects' legal counsel, copyright@aia.org. 061110
THE HANOVER INSURANCE COMPANY
MASSACHUSETTS BAY INSURANCE COMPANY
CITIZENS INSURANCE COMPANY OF AMERICA
POWER OF ATTORNEY
THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and
to the extent herein stated.
KNOW ALL PERSONS BY THESE PRESENTS:
That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing
under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the
laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint,
Thomas O. Chambers, Todd Schaap, Daniel Gibson, Eric Olson, Kimberly S. Rasch, Jackie Sheldon and/or Josie Benson
Of Shorewest Surety Services, Inc. of Racine, WI each individually, if there be more than one named, as its true and lawful attorney(s)-in-fact to
sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds,
recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in
pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the
Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to
bind the Company except in the manner stated and to the extent of any limitation stated below:
Any such obligations in the United States, not to exceed Forty Million and No/100 ($40,000,000) in any single instance
That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said
Resolutions remain in full force and effect:
RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and
empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety,
any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to
attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they
had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons.
RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted
and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to
the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile.
(Adopted October 7, 1981 —The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted
September 7, 2001 — Citizens Insurance Company of America)
IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE
COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 15th
day of March, 2017.
The Hanover Insurance Company
Massachusetts Bay Insurance Company
Citizens Insurance Company of America
c-1�Ie�
John C. Roche, EVP and Piesident
The Hanover Insurance Company
Massachusetts Bay Insurance Company
Citizens Insurance Company of America
CJ St u
TarnesH, Kacviecki, Nice President
THE COMMONWEALTH OF MASSACHUSETTS )
COUNTY OF WORCESTER ) ss.
On this 15th day of March, 2017 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay
Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and
acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay
Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly
affixed and subscribed to said instrument by the authority and direction of said Corporations.
D no" J. MARINO
uarowwai
OF r�Ngai _
W �OwAtbYa1 tom~ Diane t. , a o. Nowary Puhne
�� �' ✓< My Cumm,.,ion Fgiina March 4, 2022
I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of
America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do
hereby further certify that the said Powers of Attorney are still in force and effect.
GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 6th day of August 2018
CERTIFIED COPY I
"` Theodore G. Martinez, Vice President
STATE OF WISCONSIN )
COUNTY OF Racine )
ON THIS 6th day of August , 2018
before me, a notary public, within and for said County and State, personally appeared
Todd Schaap to me personally known, who being duly sworn,
upon oath did say that he is the Attorney -in -Fact of and for the
The Hanover Insurance Company , a corporation
of New Hampshire , created, organized and existing under and
by virtue of the laws of the State of New Hampshire ; that the corporate seal
affixed to the foregoing within instrument is the seal of the said Company; that the seal
was affixed and the said instrument was executed by authority of its Board of Directors;
and the said Todd Schaap did acknowledge that he/she
executed the said instrument as the free act and deed of said Company.
,. -L)Q-p Ah)
Jac a Sheldon
Notary Public, Racine County, Wisconsin
My Commission Expires 4/13/2019
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Bid Request
For
2018 Well 17 Site Improvements
BID OPENING:
August 6, 2018 — 1:00 P.M. Local Time
50 S. Emerson Street, Mount Prospect, Illinois 60056
Mount Prospect Public Works Department
1700 W. Central Road, Mount Prospect, Illinois 60056-2229
2018 Well 17 Site Improvements
NOTICE TO BIDDERS
Bid for
2018 Well 17 Site Improvements
Sealed bids will be received until 1:00 p.m. on August 6, 2018 in the office of the Village
Manager, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056. In a
separate, sealed envelope please submit bid clearly marked:
"Sealed Bid for 2018 Well 17 Site Improvements"
The one project consists of resurfacing approximately 275 square yards of asphalt
surface at a well site location. The project includes, but is not limited to, the following bid
items: HMA surface removal — 3.0", HMA leveling binder and surface, curb and gutter
replacement, sidewalk replacement, utility structure adjustments.
Plans and specifications may be obtained at the Village of Mount Prospect's Onvia
Demandstar website using the following link: www.mountprospect.org/bids
All work under this Bid and the resulting contract shall comply with the Illinois
Prevailing Wage Act, 820 ILCS 130/0.01 et seq. and the other applicable laws and
ordinances.
Offers may not be withdrawn for a period of ninety (90) days after the bid date without
the consent of the Board of Trustees.
Any Bid submitted unsealed, unsigned, sent via email or fax or received subsequent to
the aforementioned date and time, will be disqualified and returned to the bidder.
The Village reserves the right in its sole discretion, to reject any and all bids or parts
thereof, to waive any irregularities, technicalities, and informalities in bid procedures and
to award the contract in a manner best serving the interests of the Village.
Questions regarding this project should be directed to Jeff Wulbecker, Village Engineer,
Village of Mount Prospect, Public Works, 847-870-5640.
Village Manager
Michael J. Cassady
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TABLE OF CONTENTS
3
Page
Notice to Bidders
2
Table of Contents
3
Instructions to Bidders
5
General Conditions
11
Specifications
33
Special Provisions
34
CCDD Information
38
Bid Form
39
Affidavit — Bid Certification Form
42
Bid Security
44
Bid Sheet
45
Contract
46
Labor and Material Payment Bond
51
Performance Bond
54
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Supporting Documents
• IDOT District 1 Special Provisions
O HMA MIXTURE DESIGN REQUIREMENTS (D-1) 04/01/2016
O RECLAIMED ASPHALT PAVEMENT AND ... SHINGLES (D-1) 04/01/2016
O FRICTION AGGREGATE (D-1) 04/29/2016
• IDOT Standard Drawings
0 424001-10 CURB RAMPS
0 604001-04 FRAME & LID
0 606001-07 CONCRETE CURB
• Mount Prospect Standard Drawings
0 TREE PROTECTION DETAIL
O PAVEMENT REPLACEMENT AT DRAINAGE & UTILITY STRUCTURE FRAME
• Project Details
O 2018 WELL 17 SITE IMPROVEMENTS PLAN SET
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2018 Well 17 Site Improvements
INSTRUCTIONS TO BIDDERS
Bid. Bid forms are furnished by the Village. All bids must be submitted on the forms
provided, complete and intact, properly signed in ink in the proper spaces, and
submitted in a sealed envelope. All bids shall be delivered to the office of the
Village Manager, Village Hall, 3rd Floor, 50 S. Emerson Street, Mount Prospect,
Illinois 60056, not later than 1:00 p.m. on August 6, 2018. Envelopes shall be
plainly marked, "Sealed Bid for 2018 Well 17 Site Improvements" and with the
following information: company's name, address, date and time of opening. Bids
must be signed by an authorized official of the organization submitting the bid with
the name of the official and his/her title typed below the signature.
2. Pre -Bid Conference. There will be no pre-bid conference for this project.
3. Bid Deposit; Surety. A bid deposit in the amount of ten percent (10%) of the total
bid amount, payable to the Village, is required, unless otherwise stated in the bid
package. The deposit must be in the form of a bid bond, certified check, or a bank
cashier's check. All bid performance deposit checks will be retained by the Village
until the bid award is made, at which time the checks will be promptly returned to
the unsuccessful bidders. The bid performance deposit check of the successful
bidder will be retained until surety bonding requirements have been satisfied and
proof of insurance coverage is provided.
4. Alternate Multiple Bids/Specifications. The Specifications describe the services
that the Village feels is necessary to meet the performance requirements of the
Village. It is not the desire or the intent to eliminate or exclude any bidder from
bidding because of minor deviations, alternates or changes.
Bidders desiring to bid on services which deviate from these Specifications, but
which they believe are equivalent, are requested to submit alternate bids.
However, alternate bids must be clearly indicated as such, and deviations from the
applicable Specifications should be plainly noted. The bid must be accompanied
by complete Specifications for the services offered. Bidders wishing to submit a
secondary bid must submit it as an alternate bid. There is to be only one bid per
envelope. The Village shall be the sole and final judge unequivocally as to whether
any substitute is of equivalent or better quality. This decision is final and will not
be subject to recourse by any person, firm or corporation.
If the bidder wishes to qualify its bid or make special stipulations thereto, such
qualifications or stipulations shall be stated on standard letterhead size sheets of
paper, all attached to the bid form.
5. Erasures. All erasures or revisions of the bid must be initialed by the person
signing the bid.
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6. Receiving Of Bids. Bids received prior to the time of opening will be securely kept,
unopened. The Village Clerk or his/her designee, whose duty it is to open the
bids, will decide when the specified time has arrived, and no bid received
thereafter will be considered. No responsibility will be attached to the Village or its
representatives for the premature or non -opening of a bid not properly addressed
and identified, except as otherwise provided by law.
7. Late Bids. Bids arriving after the specified time, whether sent by mail, courier, or in
person, will not be accepted. These bids will either be refused or returned
unopened. It is the bidder's responsibility for timely delivery regardless of the
method used. Mailed bids which are delivered after the specified hour will not be
accepted regardless of post marked time on the envelope.
8. Bids By Email And Fax. Email and Facsimile machine transmitted bids will not be
accepted.
9. Error In Bids. When an error is made in extending total prices, the unit bid price will
govern. Otherwise, the bidder is not relieved from errors in bid preparation.
10. Withdrawal Of Bids. A written request for the withdrawal of a bid or any part
thereof may be granted if the request is received by the Director of the requesting
Department prior to the specified time of opening. After the opening, the bidder
cannot withdraw or cancel its bid for a period of ninety (90) calendar days, or such
longer time as stated in the bid documents.
11. Bidders Qualifications. All bidders must submit the following information on or
before the time at which the bid is required to be submitted:
a. The location of the bidder's permanent place of business.
b. Evidence of ability to provide an efficient and adequate plan for executing the
work.
c. A list of similar projects carried out by the bidder.
d. A list of projects the bidder presently has under contract.
e. Any additional evidence tending to show that the bidder is adequately prepared
to fulfill the contract.
12. References; Background Check. Bidders shall include with its bid, on a separate
sheet attached to the bid, the names of three (3) references regarding its financial
qualifications and three (3) references regarding its qualifications by experience,
ability, personnel and equipment to undertake work of the nature and extent
contemplated by the bid and Specifications. References must include company
name, address, contact person, and telephone number. The Village reserves the
right to reject bids not accompanied by the required references.
All Bidders, as a condition of and prior to entry into a contract, agree that a
complete background investigation of the principals of the Bidder and all
employees who will work on the project may be made. Bidders agree to cooperate
with the appropriate Village personnel to supply all information necessary to
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complete these investigations. The Village in its complete discretion may
disqualify any Bidder, including a low Bidder, and may void any contract previously
entered into based upon its background investigation.
13. Consideration Of Bid And Contract. No bid will be accepted from or contract
awarded to any person, firm or corporation that is in arrears or is in default to the
Village upon any debt or contract, or that is a defaulter, as surety or otherwise,
upon any obligation to the Village or had failed to perform faithfully any previous
contract with the Village within two (2) years prior to the date of the invitation to
bid.
14. Conditions. Bidders are responsible to become familiar with all conditions,
instructions and Specifications governing this bid. The bidder is responsible to visit
a site if necessary and its bid is based upon the knowledge of all information
readily available at the site of such a visit. Once the bids have been opened, the
failure to have read and understood all conditions, Specifications and instructions
shall not be cause to alter the original bid or to request additional compensation.
No extra compensation will be allowed the successful bidder for failure to inform or
familiarize itself prior to bidding.
15. Interpretation Of Bid Documents. Any bidder in doubt as to the true meaning of any
part of the Specifications or other bid documents may submit a written request for
interpretation to the Village, as provided in the Specifications. Bidders will
acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral
explanations are not binding.
16. Prices. Unit prices shall be shown for each unit on which there is a bid, and shall
include all packing, crating, freight, and shipping charges, and cost of unloading at
the destination unless otherwise stated in the bid.
Unit prices shall not include any local, state or federal taxes. The Village is
exempt, by law, from paying state and village retailer's occupation tax, service
occupation tax, and federal excise tax. The Village will supply the successful
bidder with its tax exemption number.
Cash discounts will not be considered in determining overall price, but may be
used in an overall evaluation.
17. Qualifications of Contractors. Factors: It is the intention of the Village to award the
Contract only to a bidder who furnishes satisfactory evidence that it has the
requisite experience, ability, capital facilities, plant organization and staffing to
enable it to perform the work successfully and promptly, and to complete the work
within the time set forth in the Bid Documents. The Village shall consider the
following factors:
a. The lowest responsible bid.
b. The ability, capacity, and skill of the bidder to perform the contract to provide
the service required.
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C. Whether the bidder can perform the contract or provide the service promptly,
or within the time specified, without delay or interference.
d. The character, integrity, reputation, judgment, experience, and efficiency of
the bidder.
e. The quality of performance of previous contracts of services.
f. The previous and existing compliance by the bidder with laws and ordinance
relating to the contract or service.
g. The sufficiency of the financial resources and ability of the bidder to perform
the contract or provide the service.
h. The quality, availability, and adaptability of the supplies or contractual service
to the particular use required.
i. The ability of the bidder to provide future maintenance and service for the
use of the subject of the contract.
j. The number and scope of conditions attached to the bid.
k. Whether the bidder has a place of business in the Village.
I. Responsiveness to the exact requirements of the invitation to bid.
m. Ability to work cooperatively with the Village and its administration.
n. Past records of the bidder's transactions with the Village or with other entities
as evidence of the bidder's responsibility, character, integrity, reputation,
judgment, experience, efficiency and cooperativeness.
o. Any other factor that the Village may legally consider in determining the bid
that is in the best interests of the Village.
18. Award Or Resection. The Village, at its sole discretion, reserves the right to reject
any and all bids or parts thereof, to waive any irregularities, technicalities and
informalities, and to award a bid in the best interests of the Village. Any bid
submitted will be binding for ninety (90) calendar days after the date of the bid
opening.
Bidders shall make all investigations necessary to thoroughly inform themselves
regarding the equipment or supplies to be furnished in accordance with the bid.
No plea of ignorance by the bidder of conditions that exist or that may hereafter
exist as a result of failure or omission on the part of the bidder to make the
necessary examinations and investigations will be accepted as a basis for varying
the requirements of the Village or the compensation to the bidder.
Any bidder's exceptions to the terms or conditions, or deviations from the written
Specifications must be shown in writing and attached to the bid form. No verbal
exceptions or agreements with employees of the Village will be considered valid.
Such exceptions or deviations can be cause for rejection of the bid proposal. Any
exceptions not taken by the bidder shall be assumed by the Village to be included.
A contract will be awarded to the lowest responsible bidder complying with the
conditions of the bid documents only when it is in the best interest of the Village to
accept the bid. The Village shall be the sole judge of compliance with the
Specifications.
2018 Well 17 Site Improvements
19. Other Requirements.
a. New Equipment. The bidder certifies that any equipment to be furnished shall
be new, current model, standard production and fully operable, unless
otherwise indicated on the bid form.
b. Material, Equipment and Service Standards. Unless otherwise directed by
the Specifications, all materials, equipment and services provided will meet
standards or requirements which would normally be anticipated in common
practice. The bidder guarantees that all applicable federal, state and local
laws, including OSHA, are being complied with in connection with the bid and
any resultant contract or purchase by the Village.
C. Data; Proprietary. Complete and detailed brochures and specifications for
vehicles equipment, materials, goods, supplies and/or services to be
furnished must be included with each bid. Any reservations on the use of
data contained in a bid must be clearly stated in the proposal itself. Unless
stated otherwise, information submitted in response to the bid is not
proprietary or confidential.
d. Patented Devices, Materials, And Processes. Contract prices are to include
all royalties and costs arising in the Work. It is the intent that whenever the
Bidder is required or desires to use any design, device, material, or process
covered by patent or copyright, the right of such use shall be provided for by
suitable legal agreement with the patent owner.
20. Requirement Of Bidder. The successful bidder shall, within ten (10) days after
notification of the award of the contract: a) enter into a contract in writing with the
Village covering all matters and things related to its bid; and b) furnish the required
certificate of insurance and bonds.
21. Bid Certification Form. All bid submittals must include a signed Bid Certification
Form (copy attached) certifying non -collusion in the bid, and that the bidder is in
compliance with Sections 33E-3 and 33E-4 of the Illinois Criminal Code regarding
bid rotating and bid -rigging, 720 ILCS 5/33E-3, 33E-4, compliance with the Illinois
Drug Free Workplace Act, 30 ILCS 580/1, et seq., and Substance Abuse
Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., that it is not
delinquent in the payment of taxes (65 ILCS 5/11-42.1) and that it has a written
sexual harassment policy in place in full compliance with Section 2-105 of the
Human Rights Act, 775 ILCS 5/2-105, as amended,
Sections 33E-3 and 33E-4 states that it is unlawful to participate in bid -rigging
and/or bid rotating. Therefore, all bidders must certify, under oath, that they are
not barred from bidding on the contract as a result of a violation of Sections 33E-3
and/or 33E-4, prohibiting bid -rigging and bid rotation. Therefore, the Bid
Certification Form must be notarized.
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22. Interpretation Of Bid Documents. Any bidder in doubt as to the true meaning of
any part of the Specifications or other bid documents shall submit a written request
for interpretation to the Village Engineer, no later than five (5) calendar days prior
to the date set for the opening of the bid. Any questions received after that time
may be answered at the discretion of the Village.
In the event that the Village finds a question to be adequately addressed in the
existing bidding documents, the question may be answered in writing by directing
the requesting bidder to the applicable provision(s) in the existing bid documents.
No further clarifications or interpretations will be issued.
Bidders will acknowledge receipt of any addendum issued by so noting on the bid
sheet. Oral explanations are not binding.
Questions about this Request for Bids should be directed to:
Jeff Wulbecker, P.E.
Village Engineer
Mount Prospect Public Works Department
1700 West Central Road
Mount Prospect, IL 60056
847-870-5640
publicworksdept@mountprospect.org
End of Instructions to Bidders.
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2018 Well 17 Site Improvements
GENERAL CONDITIONS
1. DEFINITION OF TERMS
In these specifications and the accompanying documents, the several terms hereinafter
defined shall be understood to mean as follows:
The term "Award" shall mean the decision of the Village of Mount Prospect to accept the
bid of the lowest responsible bidder for the work, subject to the execution and approval
of a satisfactory contract therefore, and bond to secure the performance thereof, and to
such other conditions as may be specified or otherwise required by law.
The term "Bid" shall mean a formal written offer of a bidder to perform the proposed
work in accordance with these specifications.
The term "Bidder" shall mean any individual, firm, or corporation submitting a bid for the
work contemplated.
The phrase "Bid Documents" shall mean the Notice to Bidders, Table of Contents,
Instructions to Bidders, General Conditions and Special Provisions, Specifications, Bid
Form, Affidavit — Bid Certification Form, Bid Security, Bid Sheet, Other Materials or
standards provided or noted by the Village, Contract, Performance Bond form, and
Labor and Materials Payment Bond form.
The term "Board" shall mean the Board of Trustees of the Village of Mount Prospect,
Illinois.
The term "CCDD" shall mean Clean Construction or Demolition Debris.
The term, "Contract," shall mean the written agreement between the Village and the
contractor, or between the owner and the contractor.
The phrase "Contract Documents" shall mean the Bid Documents, bidder's submitted
Bid Form, Bid Security, Bid Sheet, Contract and required bonds or letter of credit.
The term "Contractor," as successful bidder, shall mean the individual, firm or
corporation who shall have entered into an agreement or contract to furnish all
necessary labor, equipment, tools and materials for the performance of the work under
its bid and the Bid Documents.
The phrase "Director of Public Works" shall mean the Director of Public Works
representing the Village of Mount Prospect.
The term "EPR" shall mean the Village's Engineering Project Representative.
The phrase "Final Performance Date" shall mean the date that Substantial Performance
and the punchlist items must be completed.
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The term "Inspector" shall mean the authorized representative of the Director of Public
Works assigned to make detailed inspection of any or all portions of the work or
materials therefore.
The phrase "Notice of Award" shall mean the written notice of award of the contract
given by the Village to the successful bidder.
The phrase "Notice to Bidders" shall mean the official notice included in the bid inviting
bids for the proposed improvements.
The phrase "Notice to Proceed" shall mean the official notice to the contractor that will
start the performance period/
The phrase "Performance Period" shall mean the time allotted for contractor to perform
the contract from start to Substantial Performance.
The term "Owner" shall mean the Village of Mount Prospect.
The phrases "Performance Bond" and "Labor and Material Payment Bond" and "Letter
of Credit" shall mean the approved form of security furnished by the contractor and its
financial institution as a guarantee that it will execute the work and pay all material
providers and subcontractors.
The terms "Plans" or "Contract Drawings" shall mean all official drawings or
reproductions of drawings pertaining to the work provided in the contract.
The phrase "Project Schedule" shall mean the critical path schedule submitted by
Contractor to the Village, which includes targeted dates of completion through the
Substantial Completion Date.
The term "Punchlist" shall mean a list of items to be completed after Substantial
Performance.
The phrase "Special Provisions" shall mean any special directions and requirements
prepared to cover the method or manner of performing work on a particular project, or
cover the quantities or quality of the materials to be furnished under the contract which
are not covered in the STANDARD SPECIFICATIONS. The special provisions included
in the contract shall govern the work and take precedence over the general provisions
and STANDARD SPECIFICATIONS noted above wherever they conflict therewith, but
they shall not operate to annul those portions of the general provisions with which they
are not in conflict.
The term "Specifications" shall mean the general and special provisions, instructions
and requirements contained herein, together with written agreements and all other
executed documents which describe the method of performing the work, the quantities,
or the quality of material to be furnished under the contract. Additionally, the term
specifications will refer to standard practices as outlined in the Illinois Department of
Transportation's "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
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CONSTRUCTION (R&BC), latest revision and the "STANDARD SPECIFICATIONS
FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" prepared by the
ISPE, CECT, et al, latest revision.
The term "Subcontractor" shall mean any individual, firm or corporation other than the
contractor supplying labor, equipment, tools and materials for use in the work of the
contract.
The phrase "Substantial Performance" shall mean the date that the entire Project can
be used for the purposes for which it was intended, i.e., only punchlist items remain.
The phrase "Substantial Performance Date" shall mean the date that substantial
performance must be completed.
The term "Village" shall mean the Village of Mount Prospect, Illinois.
The terms "Village Manager" or "Manager" shall mean the Village Manager of the
Village of Mount Prospect, Illinois or his duly appointed representative.
The terms "Work" and "Project" are used interchangeably and shall mean the
improvement advertised for letting, described in the bid form, indicated on the plans,
and covered in the specifications and contract, and authorized alterations, extensions
and deductions, including labor, tools, equipment, materials and incidentals necessary
for the satisfactory completion of the project.
2. AWARD OF CONTRACT; PERFORMANCE; PAYMENT.
2.1. AWARD OF CONTRACT. The Village will issue a Notice of Award to the
successful bidder, advising that it has been awarded the contract. Within ten
(10) days of delivery of the Notice of Award, by personal service or registered
or certified U.S. mail, posted prepaid and receipt requested, Contractor shall
execute the Contract, attached to the Bid Documents, and furnish the Village
with the required bonds and certificate of insurance.
2.2. NOTICE TO PROCEED. Upon the Village's receipt of the executed Contract,
required bonds and certificate of insurance, the Village will issue and send to
Contractor a Notice to Proceed, which will start the performance period.
2.3. SUBSTANTIAL PERFORMANCE; FINAL COMPLETION.
2.3.1. The Contract shall be substantially performed within twenty-three (23)
days after the Notice to Proceed is effective (the Substantial
Performance Date"). Substantial Performance is when the entire Project
can be used for the purposes for which it was intended, i.e., only punch
list items remain.
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2.3.2. Final completion shall be within seven (7) days after the Substantial
Performance Date (the "Final Performance Date").
2.4. PROJECT SCHEDULE. Within ten (10) days after the Contractor executes the
Contract, Contractor shall submit to Village a Project Schedule to include
targeted dates of completion of all construction and other requirements of the
Contractor through the Substantial Completion Date. Contractor shall monitor
schedule progress and provide monthly updates and revisions of the Project
Schedule, as needed to Village.
2.5. LIQUIDATED DAMAGES FOR INEXCUSABLE DELAY.
2.5.1. Time is of the essence. The Contractor agrees that all work included in
connection with this project must be completed by the Final
Performance Date, or sooner, after receipt of Notice To Proceed. It is
hereby acknowledged and agreed by both parties that the damages to
the Village are not readily ascertainable, but that the failure to timely
complete this Work will materially and significantly damage the safety
and well-being of the Village, its staff and the public, and that therefore
a sum of $1,000.00 per day is a fair and reasonable damage estimate
to compensate the Village for any such delay. If the Contractor fails to
fully complete the Work in that time, then and in this event, the
Contractor further expressly agrees that, for each day this Work and
this contract shall remain uncompleted after that date, the Village may
deduct the sum of $1,000.00 per day after the Final Performance Date,
from the contract price as payment to the Village, by the Contractor of
the liquidated damages sustained by reason of failure of the Contractor
to complete the Project on or before the time aforesaid.
2.5.2. Provided, however, that if the completion of this contract is delayed by
the Village, by general strikes, acts of God, or casualty beyond the
control of the Contractor, then and in such event, the time of completion
of this contract shall be extended for such additional time as shall be
caused by such delay.
2.5.3. Provided, always, however, that the Contractor shall, at the time of such
delay, if any, demand of the Village, in writing, such additional time
within which to complete the performance of the Contract. The
Contractor will be required to notify the Village within three (3) days of
such delay, stating the reason for same. If the Contractor does not
notify the Village in writing, within three (3) days of the delay, no
request for extension of time will be approved.
2.6. MEASUREMENT OF QUANTITIES. All work completed under the contract will
be measured by the Village according to United States standard measures.
2.7. PAYMENT. Payment under the Contract will be made in accordance with the
Illinois Local Government Prompt Payment Act, 50 ILCS 505/1 et seq.
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2.8. PAYMENT FOR ITEMS OMITTED WHEN PARTIALLY COMPLETED. Should
the Village cancel or alter any portion of the contract which results in the
elimination or non -completion of any portions of the work partially completed,
the Contractor will be allowed a fair and equitable amount covering all items of
work incurred prior to the date of cancellation, alteration, or suspension of such
work. A written change order may apply.
2.9. PARTIAL PAYMENT. When requested, the Contractor will make an
approximate estimate, in writing, of the materials in place completed, the
amount of work performed, and the value thereof, at the contract unit prices.
From the amount so determined, there shall be deducted ten percent (10%) to
be retained until after completion of the entire Work to the Village for payment,
except that no amount less than $500 will be so certified unless the total
amount of the contract is less than $500.
In addition, an estimate may, at the discretion of the Village and upon
presentation of receipted invoices and freight bills, be made for payment of the
value of acceptable materials delivered on the Work or in acceptable storage
places and not used at the time of such estimate. Ten percent (10%) shall be
retained from the value of such materials until final payment. Such materials,
when so paid for by the Village, shall become the property of the Village, and in
the event of default by the Village, shall become the property of the Village,
and in the event of default by the Contractor, the Village may use or cause to
be used such materials in the construction of the work provided for in the
contract. The amount thus paid by the Village shall be deducted from
estimates due the Contractor as the material is used in the work.
Partial payment for work or materials shall not be construed as an acceptance
of the work or any part of it, or as a waiver of any provisions of the contract.
Partial payment will only be granted if in the opinion of the Village sufficient
labor and materials have been expended to warrant it.
If partial payments are requested, the Contractor shall submit with each
payment request a properly completed Contractor's Affidavit setting out, under
oath, the name, address and amount due or to become due, of Contractor,
each subcontractor, vendor, supplier or other appropriate party included in its
cost, and for every party listed a full or partial waiver of lien, as appropriate.
Beginning with the second payment request, and with each succeeding
payment request, the Contractor shall submit Contractor's Affidavits and partial
waivers of lien for each subcontractor and supplier showing that the amount
paid to date to each is at least equivalent to the total value of that
subcontractor's work, less retainage, included on the previous payment
request.
2.10. ACCEPTANCE AND FINAL PAYMENT. Whenever the Work shall have been
completely performed on the part of the Contractor, including Punch list items,
and all parts of the Work have been approved by the Village and accepted by
the Village, a final payment showing the value of the work will be prepared by
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the Contractor as soon as the necessary measurements and computations can
be made, all prior estimates upon which payments have been made being
approximate only and subject to correction in the final payment. The amount of
this estimate, less any partial or semifinal payments previously made and less
any sums that have been deducted or retained under the provisions of the
contract, will be paid to the Contractor as soon as practicable after the final
acceptance, provided the Contractor has furnished to the Village the required
maintenance bond and satisfactory evidence that all sums of money due for
any labor, materials, apparatus, fixtures or machinery furnished for the purpose
of such work have been paid or that the person or persons to whom the same
may be due have consented to such final payment.
If final payment is requested, the Contractor shall submit a properly completed
Contractor's Affidavit setting out, under oath, the name, address and amount
due or to become due, of Contractor, each subcontractor, vendor, supplier or
other appropriate party included in its cost, and a full and final waiver of lien for
the full amount of the Work, less retainage. The Contractor shall assign over to
the Village all manufacturers' and suppliers' warranties respecting any part of
the Work. The Contractor shall also deliver to the Village the required
maintenance bond prior to Final Payment and upon receipt of Final Payment a
set of Plans and Specifications annotated to show the Project "as -built."
The acceptance by the Contractor of the final payment shall constitute a
release and waiver of any and all rights and privileges under the terms of the
contract; further, the acceptance by the Contractor of final payment shall
relieve the Village from any and all claims or liabilities for anything done or
furnished relative to the Work or for any act or neglect on the part of the Village
relating to or connected with the Work.
2.11. PUNCH LIST. The Contractor shall notify the Village when it believes
substantial performance of the entire Project has been achieved. The Village,
and/or any independent consultant engaged by the Village, shall then inspect
the Project site with the Contractor, and prepare and deliver to the Contractor
within four (4) days thereafter, a written Punch list indicating items of
construction which are not in material conformity with the Contract Documents.
The Punch list items shall be completed by the Final Performance Date.
Pending completion of Punch list items, the Village may withhold from amounts
due to the Contractor an amount equal to but not greater than one and one-half
(1'/2) times the estimated cost to complete Punch list items.
2.12. FINAL POLICING OF THE SITES. Before the completed work will be ready for
the Village's final inspection, the Contractor shall have removed from the
project sites all surplus equipment, machinery, materials, debris, barricades,
and signs. The Contractor shall leave said project sites in the best possible
condition to the complete satisfaction of the Village.
2.13. FINAL INSPECTION. The Village shall make final inspection of all of the
Work, as soon as practicable after notification in writing by the Contractor that
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the work is completed and ready for acceptance. If the Work is not acceptable
to the Village at the time of such inspection, the Village shall inform the
Contractor as to the particular defects to be remedied before final acceptance
can be made.
2.14. ALTERATIONS, CANCELLATIONS, EXTENSIONS AND DEDUCTIONS. The
Village reserves the right to alter the plans, extend or shorten the improvement,
add such incidental work as may be necessary, and increase or decrease the
quantities of work to be performed to accord with such changes, including the
deduction or cancellation of any one or more of the unit price items. Such
changes shall not be considered as a waiver of any condition of the contract
nor to invalidate any of the provisions thereof. A written change order may
apply.
All Work shall be done under the supervision of the Village's Director of Public
Works, or a designated representative who shall decide all questions which
arise as to the quality and acceptability of materials furnished, work performed,
manner of performance, rate of progress of the work, interpretation of the plans
and specifications, acceptable fulfillment of the contract, compensation and
disputes and mutual rights between contractors under the specifications.
2.15. CHANGE ORDERS. The Village may from time to time require changes in the
Work. Such changes shall comply with Section 33-E9 of the Criminal Code,
720 ILCS 5/33E-9.
2.16. RIGHT OF THE VILLAGE TO TERMINATE THE CONTRACT.
2.16.1. If the Contractor fails to begin the Work under the Contract within the
time specified, or fails to perform the Work in accordance with the
terms of the approved schedule or performs the Work in a manner
unacceptable to the Village, or neglects or refuses to remove materials
or perform anew such Work as has been rejected by the Village, or if
the Contractor shall become insolvent or be declared bankrupt, or shall
make an assignment for the benefit of creditors, or from any other
cause whatsoever shall fail to carry on the Work in a manner required
by the Contract, the Village shall give notice as hereinafter provided to
the Contractor and its surety in writing specifying such failure, delay,
neglect, refusal or default, and if the Contractor, within a period of ten
(10) calendar days after the giving of such notice, shall not proceed in
accordance therewith, then the Village shall have full power and
authority to declare the Contract and the Contractor in default, and to
forfeit the rights of the Contractor in this Contract.
2.16.2. Upon declaration of Contractor's default, the Village may, at its option,
call upon the surety to complete the Work in accordance with the terms
of this Contract or may take over the Work, including any materials on
the Work site as may be suitable and acceptable to the Village and may
complete the Work by its own forces or on its own account, or may
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enter into a new contract or contracts for the completion of the Work, or
may use such other methods as shall be required for the completion of
the Work in an acceptable manner as the Village may in its discretion
determine.
2.16.3. All costs and charges incurred by the Village, together with the cost of
completing the Work shall be deducted from any moneys due or which
may become due on this to the Contractor under this Contract.
Following any payment due and received by the Village from the
Contractor's surety following default, if the expense so incurred by the
Village is less than the sum paid to the Village by the surety under this
Contract for work remaining, the surety shall be entitled to receive the
excess difference paid to the Village. When such Contractor default
costs incurred by the Village exceeds the sum paid to the Village for the
work remaining under the Contract the Contractor and the surety shall
be liable and shall pay to the Village the full cost of such additional
expenses.
3. PERFORMANCE OF THE WORK.
3.1. ACCIDENT PREVENTION. The Contractor shall exercise every precaution at
all times for the protection of persons and properties. The safety provisions of
all applicable laws and ordinances shall be strictly observed. Any practice
obviously hazardous, in the opinion of the Director of Public Works or his
authorized representative, shall be immediately discontinued by the Contractor
upon its receipt of instructions from the Director of Public Works or an
authorized representative to discontinue such practice.
3.2. BARRICADES AND WARNING SIGNS AND LIGHTS. The Contractor shall
erect substantial lighted barricades to protect its work at all points deemed
necessary by the Director of Public Works; said Contractor shall place at such
points the necessary warning signs, amber lights, caution tape, and other
suitable devices to protect its work properly and to provide for the convenience
and safety of the public at all times. The Contractor shall maintain such
barricades, signs, lights and protective devices until the need for them, in the
judgment of the Public Works Director or an authorized representative, has
passed.
Contractor shall provide warning signs and barricades to safely mark any
hazards or detours caused by the work. All such warning signs and barricades
for work in, or affecting Village of Mount Prospect streets, access roads, and
state highways shall meet all applicable requirements as stipulated in the latest
edition of the Manual for Uniform Traffic Control Devices published by the U.S.
Department of Transportation. All costs for barricades, signs including all labor
and other associated materials shall be incidental to the fixed unit price bid for
the specific repair or pay item.
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3.3. COOPERATION WITH UTILITIES. It is understood and agreed that the
Contractor has considered in its bid all of the permanent and temporary utility
appurtenances in their present or relocated positions that may be encountered
during construction and no additional compensation will be allowed for any
delays, inconvenience, or damage sustained by it due to any interference from
the said utility appurtenances either by the utility company or by it, or on
account of any special construction methods required in prosecuting its work
due to the existence of said appurtenances either in their present or relocated
positions. The Contractor shall insure that prompt repairs are, to the approval
of the inspector, made to any utility appurtenances damaged by it without
compensation from the Village.
During performance of the work, Contractor shall protect all utilities and
property from damage. Contractor shall spot all utilities prior to any excavation
work. Contractor shall call J.U.L.I.E. (1-800-892-0123), and request utility
locations as soon as possible for emergency repairs and within forty-eight (48)
hours for non -emergency work prior to excavation in strict accordance with
J.U.L.I.E. operation procedures.
3.4. CLEAN—UP. After all work under each task phase of the work is completed,
the Contractor shall remove all loose debris and other materials not
incorporated in the work from the site of the work. Any clean up or restoration
to private property will be the responsibility of the Contractor.
3.5. CONSTRUCTION NOISE RESTRICTION. All construction activities or
alteration operations within the Village shall be performed only between the
hours of 7:00 a.m. and 7:00 p.m. Monday through Saturday. No work will be
allowed on Sundays and legal holidays as listed in Article 107.09 in the
Standard Specifications. Variations from these time limitations shall be allowed
only in the case of maintenance of operation of safety and traffic control
devices such as barricades, signs and lighting, or to construction of an
emergency nature. More stringent requirements may be assessed for work in
state highway or railroad rights-of-way. Working hours outside these times
must receive prior approval from the Village.
3.6. GENERAL. The work to be performed under the contract includes the
furnishing of all supervision, labor, materials, tools, equipment and incidentals
of every kind and description necessary for construction, in accordance with
the Contract Documents.
3.7. INSPECTION. All materials and each part or detail of the work shall be subject
at all times to inspection by the Village or its inspectors, and the Contractor will
be held strictly to the true intent of the Specifications in regard to quality of
materials, workmanship and diligent execution of the contract. The Village or
its inspectors shall be allowed access to all parts of the work and shall be
furnished with such information and assistance by the Contractor as is required
to make a complete and detailed inspection. Materials, components or
completed work not complying therewith may be rejected by the Village and
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shall be replaced by the Contractor at no expense to the Village. Any rejected
material or component shall be removed at the entire expense of the
Contractor, after written notice has been mailed by the Village to the
Contractors that such materials or components have been rejected.
The Contractor shall, if the Village requests, remove or uncover such portions
of the finished work as the Village may direct before final acceptance of the
same. After the examination, the Contractor shall restore said portion of the
work to the standard required by the Specifications. If the work thus exposed
or examined proves acceptable, the expense of uncovering or removing and
the replacing of the parts removed shall be paid for as extra work; but if the
work so exposed or examined is unacceptable, the expense of uncovering or
removing and replacing of the same shall be borne by the Contractor.
3.8. MATERIALS AND EQUIPMENT. Except where the Specifications indicate
otherwise, the Village is not responsible for providing any tools, equipment or
storage under the contract in order to permit its completion of any contractual
obligations under the contract, which may be awarded as the result of the bid.
3.9. PERSONNEL AND EQUIPMENT. The Contractor shall provide an adequate
number of competently trained personnel with sufficient supervision to provide
the services required, and Contractor shall provide identification of its
personnel if requested by the Village.
Any Contractor's employee whose employment is reasonably detrimental or
objectionable to the Village shall be immediately transferred from the work -site
upon the Village's request. The exercise of this option shall not be construed
as placing the Village in charge of the Work or making the Village responsible
for safety.
All on the road vehicles or equipment shall be identified by the Contractor's
name for purpose of identification.
All tools or equipment required to carry out the operations within the scope of
the contract shall be provided by the Contractor, and shall meet the standards
of the Federal Occupational Safety and Health Act and State of Illinois safety
codes as may be required by law. The Village reserves the right to inspect the
equipment that will be used prior to award of Bid.
3.10. PROPERTY PROTECTION. No vehicles of any kind shall be placed, parked
or operated upon or over any sodded areas.
3.11. PROTECTION AND RESTORATION OF PROPERTY. It is understood that in
the execution of the Work herein provided for there may be interference with
and/or damage to trees, shrubbery, crops, fences, railroad tracks, overhead
structures such as poles, wires, cables, underground structures such as
sewers, gas mains, telephone conduits and cables, water mains, drains,
service connections, wires, pipes, conduits, located along, adjacent to, and/or
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crossing the locations of the Work, and that it may be necessary to relocate or
reconstruct certain of such structures, improvements, and installations and/or
to make repairs to the same by reasons of doing the Work herein provided for,
and it is therefore particularly and specifically agreed that the Contractor except
as otherwise herein provided, shall do the Work necessary for such relocation,
reconstruction, and repair and shall bear and pay all of the cost and expense of
such relocation, reconstruction, and/or repair of, and all damage done to any
and all such pipe line and other structures, improvements, and installations,
including service connections, if any, to adjacent property, existing at the date
of the execution of the contract and/or existing, during the period of the Work to
be done under the contract, which may be interfered with, damaged, and/or
necessarily relocated, reconstructed, or repaired in the performance of the
Work herein provided for, including the restoration and resurfacing of unpaved
portions of public streets and alleys, rights-of-way, easements, and private
property damaged or disturbed by the Work, the same to be restored to as
good condition as the same existed at the time of the commencement of any
such Work or relocation.
It is further agreed that the owners of any structures, improvements,
installations, referred to in the preceding paragraph shall have the right to do
the Work or any part thereof necessary for the relocation, reconstruction,
replacement, repair, and other Work required by reason of any interference
with and/or damage to such structures, improvements, installations, due to the
prosecution of the Work and upon completion of such Work by them done, said
owners may render bills to the Contractor for the cost and expenses thereof
which bills shall be paid by the Bidder without extra compensation therefore
from the Village, upon demand by said owners, or upon demand made by the
Village upon the Contractor for the payment thereof.
3.12. PUBLIC CONVENIENCE AND SAFETY. The Contractor shall notify the
Director of Public Works at least three (3) days in advance of the starting of
any construction work which might in any way inconvenience traffic, and the
Contractor shall at all times conduct the work in such a manner as to insure the
least obstruction to vehicular and pedestrian traffic. Whenever possible, the
Contractor shall provide and maintain at its own expense such temporary roads
and approaches as may be necessary to provide access to driveways, houses,
buildings or other property abutting the improvements. In no case will the
Contractor obstruct entrance ways into private property without first seeking the
Village and private property owner's approval.
3.13. PUBLIC RELATIONS. The Contractor shall cooperate with the Village of Mount
Prospect in maintaining a high degree of sensitivity to the needs of property
and business owners along the project route. Contractor will distribute written
public work notices to businesses and residences as required by the Village.
3.14. REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK. Work done
without lines and grades being given, or beyond the lines shown on the plans
or as given, except as herein provided, or any extra work done without
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authority will be considered as unauthorized and at the expense of the
Contractor, and will not be measured or paid for. Work so done may be
ordered removed or replaced at the Contractor's expense.
All work which has been ordered to be removed or replaced shall be remedied
or removed and replaced by the Contractor in a manner approved by the
Village at the Contractor's expense. Upon failure of the Contractor to comply
promptly with any order of the Village made under this provision, the Village
shall, after giving written notice to the Contractor, have the authority to cause
defective work to be remedied, or removed and replaced, or to cause
unauthorized work to be removed, and deduct the cost thereof from any
compensation due or to become due the Contractor.
3.15. SCHEDULING. The Contractor shall consult with the Village's Public Works
Director or an authorized representative concerning the details and scheduling
of the work contemplated herein, and shall be governed by the decisions of
said Director or representative.
3.16. SUPERVISION. The Contractor shall at all times have a competent person in
charge of its work crew at the job site to whom the Village representative may
issue directives. Such person shall be authorized to accept and act upon such
directives. Such person shall be fluent in the English language.
3.17. TRAFFIC CONTROL. Contractor shall maintain traffic flow(s) and accessibility
to private property(s) as close to normal condition as possible. Contractor shall
notify residents, Village of Mount Prospect and state/county officials, as
appropriate, of any driveway or road closure.
The Contractor shall abide with the Illinois Department of Transportation's
Standard Specifications for Road and Bridge Construction, latest edition. The
Contractor shall also abide with the Manual on Uniform Traffic Control Devices,
latest edition. Contractor shall also provide sufficient flag persons to assist with
traffic control during operation.
Traffic control costs to close the street or ROW is to be included in the "all-
inclusive" unit price of the pay item and considered as incidental to that pay
item and will not and will not be considered an extra pay item.
3.18. TREE PROTECTION. All tree protection shall be incidental to the contract and
shall be installed and maintained in accordance with the Tree Protection
Ordinance and plan as specified by the Village.
REMOVAL PROHIBITED UNLESS AUTHORIZED: All trees shall be
maintained, saved, and protected from damage unless removal is approved by
the Village.
CRITICAL ROOT ZONE: To prevent unnecessary damage to existing public
trees during construction, proper tree protection guidelines must be followed,
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particularly in the root zone where major support roots securely hold the tree in
the soil. This Critical Root Zone (CRZ) is defined as the entire ground area
within the vertical projection of the crown of a tree. This is also commonly
referred to as the area within the drip line of a tree.
Power equipment may not be used to excavate soil, change grades, or dig
trenches in the Critical Root Zone. All soil excavation done within the CRZ
must be done by hand, except as authorized in these specifications.
Exceptions to the above shall be granted only with written permission from the
Director of Public Works.
FENCING: All unpaved ground on public property within the Critical Root
Zones (CRZ) of existing trees subject to construction damage shall be fenced
before any work is started. This Tree Protection Fencing will be paid for as
specified in these contract documents. Once assembled, no fencing shall be
removed without prior approval of the Engineer, and there shall be no
construction activity or material including storage, stockpiling, and equipment
access within the enclosure. Fencing material shall be orange polypropylene
snow fence supported with metal posts, and installed according to the detail
which will be provided by the Forestry Division.
CHANGES TO EXISTING GRADE: No changes to original grade shall be
allowed inside the CRZ.
ROOT PRUNING DURING CONSTRUCTION: All tree roots greater than two
inches (2") in diameter that are encountered in any construction process shall
be cut cleanly with an appropriate saw or pruning shear or other tool
specifically designed for cutting wood. Axes or other such chopping tools shall
not be used. Shovels or other tools designed for digging shall not be used.
Contractor shall contact Forestry for a root inspection before backfilling.
ATTACHMENTS TO TREES: No signs, placards or other objects may be
nailed or stapled to trees.
BRANCH REMOVAL: Tree branches shall not be cut, pruned or trimmed by
the Contractor. If parkway tree branches interfere with the Contractor's work,
he should contact the Forestry Division to request pruning. If Forestry deems
the request reasonable they will endeavor to promptly prune the branches at
the Village's expense.
PENALTIES FOR TREE DAMAGE: Where limbs, trunks or roots of trees not
approved for removal are damaged, the Village shall determine whether the
tree can be repaired or must be removed. Repairs may include, but are not
strictly limited to, pruning of broken limbs, removal of loose bark and proper
shaping of wounds, thinning of the crown to compensate for root loss,
fertilization, straightening and staking.
Repairs shall be performed by the Village. The cost of such repairs shall be
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paid for by the Contractor to the Village, using rates listed in the current edition
of the Village's Equipment and Labor Rate Charges. Additionally, the Village
may fine the Contractor for unnecessary tree damage according to the
schedule listed in Appendix A, Division III of the Village Code.
If in the opinion of the Village, the amount of damage warrants removal of the
tree due to safety or aesthetic concerns, the Contractor shall remove the tree,
along with its stump to a depth of 12 inches below grade. The Contractor shall
pay the Village for replacement of the tree. Replacement cost will be
determined by multiplying the diameter of the damaged tree, as measured 4-
1/2 feet above the ground, by the rate of $150.00/inch.
The Contractor shall be responsible for being familiar with and complying with
all aspects of the Village of Mount Prospect Tree Protection ordinances and
Arboricultural Standards Manual as they relate to the various site locations.
Any questions regarding tree protection shall be directed to the Village Forestry
Division and their response or direction shall be considered as the final
word/decision on tree protection issues. Any costs for tree protection fencing,
posts, labor or other associated labor or material shall be incidental to the fixed
cost per unit bid.
3.19. WORK IN STREET RIGHT-OF-WAY. All of Contractor's construction work in
street rights-of-way shall be done in strict accordance with the applicable
controlling public agency's construction specifications, permitting, bonding,
rules, and regulations.
All costs for necessary permits and bonds shall be borne by the Contractor and
considered incidental to the fixed item price of the applicable work.
Contractor shall coordinate with the proper public officials and receive approval
from said officials prior to any street closings or detouring required due to the
work to be performed.
Contractor shall protect existing vegetation from removal or damage wherever
possible. Contractor shall confine construction work to specified construction
limits as shown on the drawings or defined in the specifications. Should
Contractor damage or remove any vegetation outside the construction limits,
Contractor shall restore the affected area to its original state at no expense to
the Village.
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4. BOND; INSURANCE; INDEMNIFICATION.
4.1. PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND.
Upon submission of the executed contract to the Village, Contractor shall
furnish to the Village a surety bond in the amount one hundred and ten percent
(110%) of the bid for the faithful performance of the Contract and to indemnify
the Village against loss. The Contractor shall also furnish a labor and materials
bond to ensure payment for all labor and materials, including compliance with
the provisions of law relating to the payment of the prevailing rate of wages.
The premium of such bonds is to be paid by the Contractor. The surety must
be with a substantial surety company satisfactory to the Village and authorized
by law to do business in the State of Illinois and endorsed by a local
representative of said surety company. All payment and performance bonds
shall name the Village of Mount Prospect as Obligee and be written upon forms
prepared or approved by the Village. Said bonds may be satisfied with a Letter
of Credit, in the form acceptable to the Village, from a bank or savings and loan
within the Chicago metropolitan area. The bonds and Letter of Credit shall
remain in effect during the full term of the Contract and any extension thereof.
Failure to so provide these bonds or Letter of Credit shall result in forfeiture of
the bid deposit to the Village as liquidated damages and not as a penalty, and
the termination of the contract and/or withdrawal of the award.
4.2. INSURANCE REQUIREMENTS. In submission of a bid, the bidder is certifying
that it has all insurance coverages required by law or that would normally be
expected for bidder's type of work. In addition, the bidder is certifying that, as
successful bidder/Contractor, upon execution of the Contract, it will provide
Insurance of such types and in such amounts as may be necessary to protect
itself and the interests of the Village against all hazards or risks of loss
contemplated by the Contract. The Village shall be named as additional
insured on all applicable insurance policies. Satisfactory certificates of
insurance shall be filed with the Village upon execution of the Contract. The
certificates shall state that thirty (30) days advance written notice will be given
to the Village before any policy covered thereby is changed or canceled.
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Insurance coverage shall be in the following minimum amounts:
Type of Insurance
General Liability:
Bodily Injury
Property Damage
Contractual Ins.
Automobile Liability:
Bodily Injury
Property Damage
Workers Compensation:
Employee Claims
Employers Liability
Limit/ Limit/
Ea. Occurrence Aggregate
$1,000,000
$3,000,000
$1,000,000
$3,000,000
$1,000,000
$3,000,000
$1,000,000 $1,000,000
$1,000,000 $1,000,000
Statutory for Illinois
$1,000,000 per accident
4.3. INDEMNIFICATION. The Contractor shall indemnify and save harmless the
Village, its officers and employees from any and all liability, losses or damages,
including attorneys fees and costs of defense, the Village may suffer as a result
of claims, demands, suits, actions or proceedings of any kind or nature,
including workers' compensation claims, in any way resulting from or arising
out of the operations of the Contractor under the Contract, including operations
of subcontractors; and the Contractor shall, at its own expense, appear,
defend, and pay all fees of attorneys and all costs and other expenses arising
therefrom or incurred in connection therewith; and, if any judgments shall be
rendered against the Village in any such action, the Contractor shall, at its own
expense, satisfy and discharge same. The Contractor expressly understands
and agrees that any bonds, letters of credit or insurance protection required by
the Contract, or otherwise provided by the Contractor, shall in no way limit the
responsibility to indemnify, keep and save harmless and defend the Village as
herein provided.
Contractor agrees to defend and hold harmless the Village from and against all
demands, claims, suits, costs, expenses, damages and adjustments based
upon any infringement of any patent relating to goods specified in the contract,
and on account of the Village's use of any copyrighted or uncopyrighted,
composition, trade secrets, secret process, proprietary rights, patented of
unpatented invention, article or appliance furnished or used under the bid
Specifications.
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5. COMPLIANCE WITH LAWS.
5.1. COLLUSION. If at any time it shall be found that the person, firm, or
corporation to whom the Contract has been awarded has, in presenting any
proposal or proposals, unlawfully colluded with any other party or parties, then
the Contract so awarded shall be null and void and the Contractor and its
sureties shall be liable to the Village for all loss or damage which the Village
may suffer thereby, and the Village may advertise for new bids for said work.
5.2. OBSERVANCE OF LAWS, ORDINANCES, AND REGULATIONS;
CERTIFICATIONS OF COMPLIANCE WITH APPLICABLE LAWS. The
Contractor shall, at all times during the life of this contract, observe and abide
by all federal, state and local laws which in any way affect the conduct of the
work and with all decrees and orders of courts or agencies of competent
jurisdiction. Likewise, said Contractor shall be governed by all municipal
ordinances and regulations which in any way affect the conduct of the work.
The Contractor shall indemnify and save harmless the Village, its officers,
agents, and employees against any claim or liability arising from or based on
its violation of any law, ordinance, regulation, decree or order.
The bidder and Contractor, as successful bidder, shall comply with all
applicable state, federal and local laws, including, but not limited to the
following:
5.2.1. BID RIGGING/ROTATING. By submitting a bid, the Contractor certifies
that no owner, officer or director is barred from contracting with any unit
of state or local government as a result of violating the bid rigging or bid
rotating provisions contained in 720 ILCS 5/33E-3 & 33E-4.
5.2.2. TAX PAYMENT. The Contractor certifies that it is not delinquent in the
payment of any taxes to the Illinois Department of Revenue. (65 ILCS
5/11-42.1-1)
5.2.3. DRUG FREE WORKPLACE ACT. The Contractor will comply with the
requirements of the Drug Free Workplace Act if the contract is $5,000
or more and it has more than 24 employees at the time of entering into
the contract (30 ILCS 580).
5.2.4. PREFERENCE TO VETERANS ACT. The Contractor will comply with
the Preference to Veterans Act (330 ILCS 55).
5.2.5. SUBSTANCE ABUSE PREVENTION PROGRAM. By submitting a bid,
the Contractor certifies that the company has in place, to the extent not
covered by a collective bargaining agreement that deals with the
subject of the Act, a substance abuse prevention program that meets or
exceeds the requirements of the Substance Abuse Prevention in Public
Works Projects Act, 820 ILCS 265/1 et seq.
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5.2.6. NON-DISCRIMINATION. The Contractor will comply with the Illinois
Public Works Employment Discrimination Act (775 ILCS 10/1, et seq
5.2.7. EQUAL EMPLOYMENT OPPORTUNITY. The Contractor will comply
with Article 2 of the Illinois Human Rights Act (775 ILCS 5/2-101, et
seq.), including establishment and maintenance of a sexual harassment
policy as required by Section 2-105, and the Rules and Regulations of
the Illinois Department of Human Rights, including the EQUAL
EMPLOYMENT OPPORTUNITY CLAUSE, which is a material term of
all public contracts, as follows:
EQUAL EMPLOYMENT OPPORTUNITY
In the event of the Contractor's non-compliance with the provisions of
this Equal Employment Opportunity Clause or the Act, the Contractor
may be declared ineligible for future contracts or subcontracts with the
State of Illinois or any of its political subdivisions or municipal
corporations, and the contract may be cancelled or voided in whole or
in part, and other sanctions or penalties may be imposed or remedies
invoked as provided by statute or regulation. During the performance of
this contract, the Contractor agrees as follows:
5.2.7.1. That he or she will not discriminate against any employee or
applicant for employment because of race, color, religion, sex, sexual
orientation, marital status, order of protection status, national origin or
ancestry, citizenship status, age, physical or mental disability
unrelated to ability, military status or an unfavorable discharge from
military service; and, further, that he or she will examine all job
classifications to determine if minority persons or women are
underutilized and will take appropriate affirmative action to rectify any
underutilization.
5.2.7.2. That, if he or she hires additional employees in order to
perform this contract or any portion of this contract, he or she will
determine the availability (in accordance with this Part) of minorities
and women in the areas from which he or she may reasonably recruit
and he or she will hire for each job classification for which employees
are hired in a way that minorities and women are not underutilized.
5.2.7.3. That, in all solicitations or advertisements for employees
placed by him or her or on its behalf, he or she will state that all
applicants will be afforded equal opportunity without discrimination
because of race, color, religion, sex, sexual orientation, marital status,
order of protection status, national origin or ancestry, citizenship
status, age, physical or mental disability unrelated to ability, military
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status or an unfavorable discharge from military service.
5.2.7.4. That he or she will send to each labor organization or
representative of workers with which he or she has or is bound by a
collective bargaining or other agreement or understanding, a notice
advising the labor organization or representative of the Contractor's
obligations under the Act and this Part. If any labor organization or
representative fails or refuses to cooperate with the Contractor in its
efforts to comply with the Act and this Part, the Contractor will
promptly notify the Department and the contracting agency and will
recruit employees from other sources when necessary to fulfill its
obligations under the contract.
5.2.7.5. That he or she will submit reports as required by this Part,
furnish all relevant information as may from time to time be requested
by the Department or the contracting agency, and in all respects
comply with the Act and this Part.
5.2.7.6. That he or she will permit access to all relevant books,
records, accounts and work sites by personnel of the contracting
agency and the Department for purposes of investigation to ascertain
compliance with the Act and the Department's Rules and Regulations.
5.2.7.7. That he or she will include verbatim or by reference the
provisions of this clause in every subcontract awarded under which
any portion of the contract obligations are undertaken or assumed, so
that the provisions will be binding upon the subcontractor. In the same
manner as with other provisions of this contract, the Contractor will be
liable for compliance with applicable provisions of this clause by
subcontractors; and further it will promptly notify the contracting
agency and the Department in the event any subcontractor fails or
refuses to comply with the provisions. In addition, the Contractor will
not utilize any subcontractor declared by the Illinois Human Rights
Commission to be ineligible for contracts or subcontracts with the
State of Illinois or any of its political subdivisions or municipal
corporations. Title 44, Part 750, Section 750, APPENDIX A, Illinois
Administrative Code.
5.2.8. PREVAILING WAGE. This contract calls for the construction of a
"public work" within the meaning of the Illinois Prevailing Wage Act, 820
ILCS 130/1, et seq., as amended (the "Act"). The Contractor and all
subcontractors are required to pay wage rates in accordance with the
Act to all laborers, workers and mechanics. The Village has adopted
the prevailing wages as determined by the Illinois Department of Labor
("IDOL") for Cook County. The prevailing rate of wages is revised by the
IDOL and is available on the IDOL website
www.state.i1.us/aqencv/idoI/rates/rates.HTM. The Contractor and all
subcontractors are solely responsible for checking the Department's
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2018 Well 17 Site Improvements
website for revisions to prevailing wage rates. In the event that the IDOL
should revise the prevailing rate of wages, then the revised rates shall
apply to this Contract. In no case shall any revision in the rates of
prevailing wages result in an increase in the total Contract price.
All bonds provided by the Contractor under the terms of this Contract
shall include such provisions as will guarantee the faithful performance
of the Contractor's obligations under this clause and under the
Prevailing Wage Act, 820 ILCS 130/1 et. seq.
Contractor shall comply with all applicable provisions of the Prevailing
Wage Act, including, but not limited to, the requirements of Section 5 of
the Prevailing Wage Act, 820 ILCS 130/5. The Contractor, and all
Subcontractors and Sub -Subcontractors participating on the Project,
shall make and keep those records required under Section 5 of the
Prevailing Wage Act in paper or electronic format. In conformance with
the Act, each contractor and subcontractor, or other entity performing
work on the project, shall maintain records of all laborers, mechanics
and other workers employed by them on the project, including the
following information on each worker: (1) name; (2) address; (3)
telephone number when available; (4) social security number; (5)
classification or classifications; (6) gross and net wages paid in each
pay period; (7) number of hours worked each day; (8) starting and
ending times of each day; (9) hourly wage rate; (10) hourly overtime
wage rate; (11) hourly fringe benefit rates; (12) the name and address of
each fringe benefit fund; (13) the plan sponsor of each fringe benefit, if
applicable; and (14) the plan administrator of each fringe benefit, if
applicable. These records shall be kept by the participating contractor
and subcontractor for a period of not less than five (5) years from the
date of last payment on the contract or subcontract. No later than the
15th day of each calendar month, each participating contractor and
subcontractor shall submit a monthly certified payroll to the Village
consisting of the above -referenced information as well as a statement
signed by the participating contractor or subcontractor that certifies: (a)
the records are true and accurate; (b) the hourly rates paid to each
worker is not less than the general prevailing rate of hourly wages
required under the Prevailing Wage Act; and (c) the contractor or
subcontractor is aware that filing a certified payroll that he or she knows
to be false is a Class A misdemeanor.
5.2.9. COMPLIANCE WITH FREEDOM OF INFORMATION ACT REQUEST.
Section 7 of the Illinois Freedom of Information Act (FOIA), 5 ILCS
140/7, applies to public records in the possession of a party with whom
the Village of Mount Prospect has contracted. The Village of Mount
Prospect will have only a very short period of time from receipt of a
FOIA request to comply with the request and there is a significant
amount of work required to process a request including collating and
reviewing the information.
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2018 Well 17 Site Improvements
The bidder/Contractor acknowledges the requirements of FOIA and
agrees to comply with all requests made by the Village of Mount
Prospect for public records (as that term is defined by Section 2(c) of
FOIA) in the undersigned's possession and to provide the requested
public records to the Village Mount Prospect within two (2) business
days of the request being made by the Village of Mount Prospect. The
bidder/Contractor agrees to indemnify and hold harmless the Village of
Mount Prospect from all claims, costs, penalties, losses and injuries
(including but not limited to, attorney's fees, other professional fees,
court costs and/or arbitration or other dispute resolution costs) arising
out of or relating to its failure to provide public records to the Village of
Mount Prospect under the contract.
6. WORK GUARANTY.
6.1. MAINTENANCE BOND. A maintenance bond ora maintenance letter of credit is
required. This maintenance bond or maintenance letter of credit amount shall
consist of ten percent (10%) of the final project cost; it shall be posted by the
Contractor with the Village upon completion of all Work; and it shall be valid and
effective for a period of two (2) years after the final acceptance of such Work by
the Village for the purpose of guaranteeing against and securing the correction of
any defect in material or workmanship furnished for such improvements, latent in
character and not discernible at the time of final inspection or acceptance by the
Village of Mount Prospect.
6.2. GENERAL GUARANTY. Neither partial or final payment, nor any provision in the
contract, nor partial or entire use of the product/Work embraced in the contract by
the Village or the Public shall constitute an acceptance of work not done in
accordance with the contract, or relieve the Contractor of liability in respect to any
express warranties or responsibility for failure to comply with the terms of those
contract documents.
Unless otherwise expressly provided in the Specifications, in the event any
defects or imperfections in the materials or workmanship to be furnished by the
Contractor herein appear within the period of two (2) years from the date of
completion of all the Work and acceptance thereof by the Village, the Contractor
will, upon notice from said Village (which notice may be given by letter to said
Contractor to the business address of the Contractor shown in the proposal),
repair and make good at its own cost any such defects or imperfections and
replace any defective or imperfect materials or workmanship with other materials
or workmanship satisfactory to said Village, and furnish all such new materials
and labor as may be necessary to do so; and in the event of the failure, refusal or
delay of said workmanship or materials said Village may do so or have same
done by others, and said Contractor and surety or sureties on the bonds given for
the faithful performance of the contract shall be liable to the Village for all
damages and expenses occasioned by such failure, refusal or delay. All details of
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2018 Well 17 Site Improvements
warranties shall be included with the bid. Warranty work shall be at no additional
expense to the Village.
Manufacturer warranties and guaranties shall be submitted with the bid and shall
be considered a part of the contract where such specifications meet the minimum
bid Specifications.
7. MISCELLANEOUS CONTRACT REQUIREMENTS.
7.1. CONTRACT ALTERATIONS. No amendment of a contract shall be valid unless
made in writing and signed by the Village President, Village Manager, or their
authorized representative.
7.2. LICENSES AND PERMITS. The Contractor shall procure at its own expense all
necessary licenses and permits in connection with the work under the Contract.
7.3. NONASSIGNABILITY. The Contractor shall not assign the contract, or any part
thereof, to any other person, firm or corporation without the previous written
consent of the Village. Such assignment shall not relieve the Contractor from its
obligations or change the terms of the contract unless agreed by the Village at its
sole discretion.
7.4. NOTICES. All notices required by the contract shall be given in writing.
7.5. TAXES. The Contractor shall pay all federal, state and local taxes as may be
applicable on all materials, labor and services furnished by it under the contract,
and the amounts of such taxes shall be included in the unit prices bid.
End of General Conditions.
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2018 Well 17 Site Improvements
SPECIFICATIONS
This project is not funded with MFT, State, or Federal funds. However, all work under this project shall
be performed according to the requirements of the Illinois Department of Transportation (IDOT)
Standard Specifications for Road and Bridge Construction, adopted April 1,2016, and Errata adopted
January 1, 2018, the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and
Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids,
and the "Supplemental Specifications and Recurring Special Provisions", adopted January 1, 2018, that
are included, or included by reference, in this document.
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2018 Well 17 Site Improvements
SPECIAL PROVISIONS
The following Special Provisions supplement the "Standard Specifications for Road and Bridge
Construction", Adopted April 1, 2016, and Errata adopted January 1, 2018, the latest edition of the
"Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test
Procedures of Materials" in effect on the date of invitation of bids, and the "Supplemental Specifications
and Recurring Special Provisions", adopted January 1, 2018, that are referenced in this document apply
to and govern the construction of this project, and in case of conflict with any part, or parts, of said
Specifications, the said Special Provisions shall take precedence and shall govern.
IDOT RECURRING SPECIAL PROVISIONS
The following Recurring Special Provisions that are published in the IDOT "Supplemental Specifications
and Recurring Special Provisions", adopted January 1, 2018, are applicable to this contract and are
included by reference:
• Check Sheet #25 QC/QA of Concrete Mixtures
SCHEDULE
In addition to the requirements of General Conditions, Section 2.3., the following schedule shall be
followed by the Contractor:
Start Date: 09/24/2018
Substantial Completion: 10/6/2018
Final Completion Date: 10/12/2018
RESTRICTION OF WORK
All construction activities or alteration operations within the Village shall be performed only between
the hours of 7:00 a.m. and 7:00 p.m. Monday through Saturday. No work will be allowed on Sundays
and legal holidays as listed in Article 107.09 in the "Standard Specifications for Road and Bridge
Construction". Variations from these time limitations shall be allowed only in the case of maintenance
of operation of safety and traffic control devices such as barricades, signs and lighting, or to construction
of an emergency nature. More stringent requirements may be assessed for work in state highway or
railroad rights-of-way. Working hours outside these times must receive prior approval from the Village.
QUALITY CONTROL/QUALITY ASSURANCE
The requirements for Hot -Mix Asphalt Quality Control/Quality Assurance as described in Section 1030 of
the "Standard Specifications for Road and Bridge Construction" shall be followed for this project, insofar
as applicable. The requirements for Quality Control/Quality Assurance of Concrete Mixtures as
described in IDOT "Recurring Special Provisions" as Check Sheet #25 shall be followed for this project,
insofar as applicable.
MOBILIZATION
This contract contains no provisions for Mobilization. Therefore, Section 671 of the "Standard
Specifications for Road and Bridge Construction" will not be applicable to this contract.
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2018 Well 17 Site Improvements
POROUS GRANULAR EMBANKMENT
DESCRIPTION. In general, this work shall be in accordance with Section 7 of the "Standard Specifications
for Road and Bridge Construction" except as noted herein. This item includes all excavation necessary to
remove and dispose of unsuitable pavement base and unsuitable sub -base that may be encountered. If,
during construction, it is determined by the Engineer that unsuitable base and sub -base is to be
removed, the Engineer will direct the Contractor to remove this material. The volume removed will be
determined by the Engineer from field measurements.
Open -cut trenches shall be sheeted and braced or otherwise protected as required by any governing
Federal or State and municipal ordinances and as may be necessary to protect life, property, or the
Contract Work. In any event, the minimum protection shall conform to the recommendations in the
Occupational Safety and Health Act (OSHA) Standards for Construction. Sheeting, bracing, shoring and
general safety measures will not be paid for separately but shall be included in the contract.
METHOD OF MEASUREMENT. This work will be measured in its original position and the volume in cubic
yards computed by the method of average end areas.
BASIS OF PAYMENT. This work will be paid for at the contract unit price per cubic yard for POROUS
GRANULAR EMBANKMENT.
The material replacement of unsuitable base and sub -base will be paid under this item
HMA SURFACE REMOVAL
DESCRIPTION. This work shall consist of the removal of designated existing HMA asphalt surface.
CONSTRUCTION METHOD. The work shall be done in accordance with the applicable portions of
Sections 301 440 and of the "Standard Specifications for Road and Bridge Construction". The Contractor
will remove the existing HMA asphalt surface to the existing aggregate base. After the HMA asphalt has
been removed, the contractor shall grade, shape and compact the existing aggregate base course in
accordance with the plans. If the Contractor removes or damages the existing curb and gutter outside
the limits designated by the Engineer for removal and replacement, he will be required to remove and
replace that portion at its own expense.
BASIS OF PAYMENT. This work will be paid for at the contract unit price per square yard for HMA
ASPHALT SURFACE REMOVAL. This price shall include all labor, material and equipment necessary to
remove the HMA asphalt surface and prepare the existing aggregate base course.
COMBINATION CONCRETE CURB & GUTTER REMOVAL & REPLACEMENT
DESCRIPTION. This work shall consist of the removal of designated existing curb and gutter and
installation of new curb and gutter.
CONSTRUCTION METHOD. The work shall be done in accordance with the applicable portions of
Sections 440 and 606 of the "Standard Specifications for Road and Bridge Construction". The Contractor
will saw -cut a clean joint between the portion of curb and gutter to be removed and that which is to
remain. If the Contractor removes or damages the existing curb and gutter outside the limits designated
by the Engineer for removal and replacement, he will be required to remove and replace that portion at
its own expense.
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2018 Well 17 Site Improvements
BASIS OF PAYMENT. This work will be paid for at the contract unit price per foot for COMBINATION
CONCRETE CURB & GUTTER REMOVAL & REPLACEMENT. This price shall include all labor, material and
equipment necessary to remove and replace the curb and gutter, including all saw -cutting. This item
will include any type of curb and gutter encountered, including but not limited to barrier curb,
mountable curb, depressed curb, and integral curb and gutter.
PCC SIDEWALK, 8"
DESCRIPTION. This work shall consist of the removal of existing base and construction of new Portland
Cement Concrete sidewalk.
CONSTRUCTION METHOD. The work shall be done in accordance with the applicable portions of
Sections 440 and 606 of the "Standard Specifications for Road and Bridge Construction". The Contractor
will saw -cut a clean joint between the portion of curb and gutter to be removed and that which is to
remain. If the Contractor removes or damages the existing curb and gutter outside the limits designated
by the Engineer for removal and replacement, he will be required to remove and replace that portion at
its own expense.
BASIS OF PAYMENT. This work will be paid for at the contract unit price per foot for PCC SIDEWALK, 8".
This price shall include all labor, material and equipment necessary to remove and replace the curb and
gutter, including all saw -cutting. This item will include any type of curb and gutter encountered,
including but not limited to barrier curb, mountable curb, depressed curb, and integral curb and gutter.
PCC SIDEWALK REMOVAL
DESCRIPTION. This work shall consist of the removal of existing sidewalk and the construction of new
Portland cement concrete sidewalk.
CONSTRUCTION METHOD. The work shall be done in accordance with Section 440 of the "Standard
Specifications for Road and Bridge Construction".
BASIS OF PAYMENT. This work will be paid for at the contract unit price per square foot for PCC
SIDEWALK REMOVAL. This price shall include the cost for furnishing and placing the concrete mixture,
the expansion joint filler, and all other labor, materials, and equipment to complete this item.
PCC SIDEWALK REMOVAL & REPLACEMENT, 8"
DESCRIPTION. This work shall consist of the removal of existing sidewalk and the construction of new
Portland cement concrete sidewalk.
CONSTRUCTION METHOD. The work shall be done in accordance with Sections 424 and 440 of the
"Standard Specifications for Road and Bridge Construction".
BASIS OF PAYMENT. This work will be paid for at the contract unit price per square foot for PCC
SIDEWALK REMOVAL & REPLACEMENT, 8". This price shall include the cost for furnishing and placing
the concrete mixture, the expansion joint filler, and all other labor, materials, and equipment to
complete this item.
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2018 Well 17 Site Improvements
STRUCTURE TO BE ADJUSTED
DESCRIPTION. In general, this work shall consist of adjusting the frame elevation of a utility structure.
CONSTRUCTION METHOD. The work shall be done in accordance with the applicable portions of Section
602 of the "Standard Specifications for Road and Bridge Construction".
BASIS OF PAYMENT. This work will be paid for at the contract unit price each for STRUCTURE TO BE
ADJUSTED.
SEEDING. SPECIAL
DESCRIPTION. This work shall consist of preparing the ground surface and furnishing and placing topsoil
and seed and other materials required in the seeding operations in accordance with Section 250 of the
Standard Specifications for Road and Bridge Construction except as noted herein.
CONSTRUCTION REQUIREMENTS. This work shall consist of furnishing and placing seed on a prepared
surfaced. Prior to the placement of the seed, the ground should be prepared in accordance with section
212 and 250 of the standard Specifications for Road and Bridge Construction. 4" of topsoil shall be
placed in accordance with section 211 of the Standard Specifications for Road and Bridge Construction.
Excess material shall be disposed of by the contractor outside the limits of the right-of-way. The volume
of any unsuitable or excess material removed will be not be measured and shall be included in the cost
for this item.
The seeding mixture shall be Class 1 or Class 1A. Seeding methods for Class 1 seeds can include
broadcasting.
The contractor shall guarantee that a stand of grass acceptable to the Engineer is obtained.
• Seeding done after April 16th and prior to June 1st shall have an acceptable stand of grass by
July 15th.
• Seeding done after June 1st and prior to August 15th shall have an acceptable stand of grass by
October 151H
• Seeding done after August 15th shall have an acceptable stand of grass by the following June 1St
The contractor shall be required to begin seeding and restoration within ten (10) working days after the
installation of the sidewalk and curb and gutter, and aprons.
BASIS OF PAYMENT. This work will be paid for at the contract unit price per square yard for SEEDING,
SPECIAL. This price shall include all costs for final shaping, trimming, furnishing and placing topsoil,
furnishing and placing sod, sod watering, disposing of the excess material, and all other labor and
materials necessary to furnish and install this item.
End of Special Provisions.
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2018 Well 17 Site Improvements
CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)
The Contractor shall only be responsible for the disposal of clean construction debris.
The Contractor shall prepare all bid pricing based on the assumption that all excavations and associated
debris will comply with the clean construction debris disposal requirements and that the debris can and
will be disposed of at any clean debris landfill.
The Village or its CCDD consultant will prepare all Source Site Certification by Owner or Operator forms
(or LPC -662 manifests) for each location and for each date of excavation during this project. These
forms will be provided to the Contractor by the engineering project representative or (EPR).
The Contractor shall acquire one manifest for each load as outlined in the state regulations and shall be
responsible for only the costs of disposal of clean construction debris.
Suspect Debris
The Contractor shall only be responsible for the disposal of any and all clean construction debris.
If the Contractor, for whatever reason, suspects that an excavation, debris load, or any portion thereof,
may contain non -clean construction debris, then he shall immediately notify the Village or the EPR.
The Public Works Department can be reached at 847-870-5640.
If the Village or EPR agree that the material is suspect then the Contractor shall set aside that suspect
load or portion thereof on site or at a holding area identified by the Village. The Contractor shall at that
time be no longer responsible for the disposal of that load or portion thereof.
The Village and its CCDD consultant will become responsible for the testing and subsequent disposal of
all suspect debris.
Bid Form Page 1
FROM:
2018 Well 17 Site Improvements
BID FORM
2018 Well 17 Site Improvements
Village of Mount Prospect
Department of Public Works
(hereinafter called "Bidder")
TO: Office of the Village Manager, 3rd Floor
50 South Emerson Street
Mount Prospect, Illinois 60056
(hereinafter called "Village" or "Village of Mount Prospect")
Bid For: "2018 Well Site 17 Improvements"
The bidders have familiarized themselves with the work and probable work conditions
required under this Bid affecting the cost of the work and with the Bid Documents, which
include:
• Notice to Bidders
• Table of Contents
• Instructions for Bidders
• General Conditions
• Specifications and Special Provisions
• Bid Form
• Affidavit — Bid Certification Form
• Bid Security
• Bid Sheet — 2018 Well 17 Site Improvements
• Contract Document
• Labor and Materials Payment Bond Form
• Performance Bond Form
• Supporting Documents
Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel,
labor, materials, tools appurtenances, equipment, and services (including all utility and
transportation services) required to construct and complete the Work, all in accordance
with the above listed documents.
Bidder agrees to perform all of the Work and provide the equipment and materials
described in the Bid Documents, as follows:
Bidder has bid on all items and has provided a price for all items.
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2018 Well 17 Site Improvements
Bid Form Page 2
The Bidder acknowledges that it is responsible for verification of all pipe sizes and
depths prior to the ordering of materials.
The Bidder will complete and provide all labor, equipment, materials and mobilization (if
applicable) to perform the Work as incidental to the fixed item price for each item
proposed.
In submitting this bid, the Bidder understands that the Village of Mount Prospect
reserves the right to add to or subtract from the estimated quantities.
The Village of Mount Prospect intends to award one (1) contract (if at all) for the items
bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the
Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver
the contract in the prescribed form and furnish payment and performance bonds, or
letter of credit, and the insurance certificates required by the Bid Documents to the
Village within ten (10) days after receipt.
The Bidder, and as successful bidder/Contractor upon award of the Contract
understands and agrees to the following -
1 )
ollowing:
1) The Contractor agrees to provide all Work and items and material to the Village as
noted in the Bid Documents and comply with the requirements of the Bid
Documents.
2) The Contractor agrees to comply with all applicable state and federal laws, rules
and regulations, and county and municipal ordinances, as described in the General
Conditions.
All Addenda pertaining to this project shall be acknowledged by the Bidder in the
spaces provided below:
Addendum
No.
Addendum
Date
Acknowledgement by Bidder or
Authorized Representative
Date
Acknowledged
Failure to acknowledge receipt, as provided above, may be considered sufficient
grounds for disqualification of the bidder and rejection of his/her bid submittal. A record
of all Addenda and copies of same will be available to all qualified bidders from the
Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount
Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to
become fully advised of all Addenda prior to submitting its bid.
2018 Well 17 Site Improvements
Bid Form Page 3
Upon award the contract the Village will send Notice of Award to the successful bidder,
the bidder must then execute the contract and provide the required bonds or letter of
credit and certificate of insurance to the Village within ten (10) days. The Village will
then issue a written Notice to Proceed, which starts the performance period and the
Contractor then has ten (10) days to commence work. The Contractor shall reach
substantial completion within twenty-three (23) consecutive calendar days after the
Notice to Proceed with final completion seven (7) days thereafter. Failure to
complete the work in the designated time frame may result in the Director of Public
Works withholding compensation due the Contractor for failure to complete the said
work in the designated time frame, calling the bonds, or taking such other action as may
be available.
Security in the sum of ten (10%) percent of the amount bid in form of (check one):
Bid Bond Certified Check Bank Cashier's Check
is attached hereto in accordance with the "Instructions for Bidders".
This Bid Submittal contains the following:
1) Bid Form
2) Affidavit —Bid Certification Form
3) Bid Security
4) Bid Sheet(s) — 2018 Well Site Improvements
Respectfully submitted:
R171 -me 1:11WIM1.0150M
By: —
Title:
Date:
Contact Information:
Official Address-
ddress:
Telephone-
Telephone:
Email-
Email:
(Signature)
ONE
ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEET(S) ALONG WITH THE AFFIDAVIT —
BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED
ENVELOPE.
41
2018 Well 17 Site Improvements
VILLAGE OF MOUNT PROSPECT
AFFIDAVIT — BID CERTIFICATION FORM
Company/Firm Name-
ame:
Address-
Address:
As
As a condition of entering into a contract with the Village of Mount Prospect, and under
oath and penalty of perjury and possible termination of contract rights and debarment,
the undersigned, , being first duly sworn on oath,
deposes and states that he or she is
(sole owner, partner, joint ventured, President, Secretary, etc.) of
and has the authority to make all
(Name of Company)
certifications required by this affidavit.
Section I Non Collusion
The undersigned certifies that this bid is genuine and not collusive or a sham, that said
bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any
bidder or person, to put in a sham bid or to refrain from bidding, and has not in any
manner, directly or indirectly, sought by agreement or collusion, or communication or
conference with any person, to fix the bid price element of this bid, or of that of any
other bidder, or to secure any advantage against any other bidder or any person
interested in the proposed contract.
Section II Bid Rigging and Rotating
The undersigned further states that
(Name of Company)
is not barred from bidding or contracting as a result of a conviction for violations of state
laws prohibiting bid rigging or bid rotating or any similar offense of any state of the
United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code,
720 ILCS 5/33E-3, 33E-4.
Section III Drug Free Workplace
The undersigned further states that
(Name of Company)
provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS
580/1, et seq., and has, to the extent not covered by a collective bargaining that deals
with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820
ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds
these requirements of that Act.
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2018 Well 17 Site Improvements
AFFIDAVIT — BID CERTIFICATION FORM — Page 2
Section IV Tax Payment
The undersigned further states that is
(Name of Company)
not delinquent in payment of any taxes to the Illinois Department of Revenue, in
accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned
understands that making a false statement regarding delinquency in taxes is a Class A
Misdemeanor and, in addition voids the contract and allows the municipality to recover
all amounts paid to the individual or entity under the contract in civil action.
Section V
Sexual Harassment Policy
Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a
public contract must:
"Have written sexual harassment policies that shall include, at a mini -mum, the following information: (1)
the illegality of sexual harassment; (11) the definition of sexual harassment under State law; (111) a
description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process
including penalties; (V) the legal recourse, investigative and complaint process available through the
Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how
to contact the Department and Commission; and (VII) protection against retaliation as provided by
Section 6-101 of the Act. (Illinois Human Rights Act)."
A "public contract" includes: ... every contract to which the State, any of its political subdivisions or any
municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002),
The undersigned further states that
has
(Name of Company)
a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A)
(4).
It is expressly understood the foregoing statements and representations and promises
are made as a condition to the right of the bidder to receive payment under any award
made under the terms and provisions of this bid.
The undersigned certifies that all information contained in this Affidavit is true and
correct.
Signed by:
Signature
Name Printed:
Title:
Signed and sworn to before me this day of 20
My commission expires:
Notary Public
43
2018 Well 17 Site Improvements
BID SECURITY
Included with this bid is a bank cashier's check, certified check or bid bond in the amount of
being ten percent (10%) of the total amount bid by
the Bidder, in favor of the Village of Mount Prospect. It is hereby
agreed that, should Bidder be awarded the Work contemplated under this bid and fail or refuse
to execute a contract for said Work, or to provide the required payment and performance bonds,
or letter of credit, and certificate of insurance, then this security, in the amount stipulated above,
shall be forfeited and may be retained by the Village of Mount Prospect as liquidated damages
and not as a penalty. All bids to remain firm for a period of ninety (90) days after bid opening
date.
SUBMITTED THIS
SEAL (if corporation)
Title
DAY OF )2018.
Bidder:
Bidder's Agent and Agent's Title
Note: If bidder is a partnership, the bid must be signed by at least two of the partners.
Note: If bidder is a corporation, the bid must be signed by an authorized officer of the
corporation, attested and sealed by the secretary or other authorized officer.
If a corporation, note here the state of incorporation:
Incorporated under the laws of the State of
2018 Well17 Site Improvements
BID SHEET
(TO BE FILLED OUT BY THE CONTRACTOR/BIDDER)
The Bidder will complete pricing for all items (No. 1 through 11) to provide all labor, equipment, materials
and mobilization (if applicable) to perform this work. The fixed item price given is to be all inclusive.
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY UNIT PRICE TOTAL
1
POROUS GRANULAR EMBANKMENT
CU YD
83
2
HMA ASPHALT SURFACE REMOVAL
SQ YD
275
3
HMA SURFACE COURSE, MIX "D", N50,1.5"
TON
25
4
LEVELING BINDER (MACHINE METHOD), N50,1.5"
TON
46
5
COMB. CONC. CURB & GUTTER REM. & REPL.
FOOT
29
6
PCC SIDEWALK, 8"
SQ FT
132
7
PCC SIDEWALK REMOVAL
SQ FT
42
8
PCC SIDEWALK REM. & REPL., 8"
SQ FT
153
9
STRUCTURE TO BE ADJUSTED
EACH
2
10
SEEDING (SPECIAL)
SQ YD
8
11
TRAFFIC CONTROL & PROTECTION
L.SUM
1
TOTAL FOR ITEMS (1 through 11)
45
2018 Well 17 Site Improvements
CONTRACT
THIS Contract (hereinafter the "Contract") is entered into on this day of , 2018,
by and between the VILLAGE OF MOUNT PROSPECT, an Illinois municipal corporation
(hereinafter the "Village"), and
(hereinafter the `Contractor") (Village
and Contractor sometimes referred to individually as "Party" and collectively as "Parties"),
WHEREAS, the Village has solicited competitive bids for its "2018 Well 17 Site
Improvements"; and
WHEREAS, the Contractor submitted a bid to perform the work associated with the 2018
Well 17 Site Improvements (hereinafter the "Bid"); and
WHEREAS, upon its review of the submitted bids, the Village has awarded the contract
to perform the work associated with the 2018 Well 17 Site Improvements to the Contractor,
subject to the execution of this Contract;
NOW, THEREFORE, for and in consideration of their mutual promises, covenants,
undertakings and agreements, the parties agree as follows:
ARTICLE I — CONTRACT DOCUMENTS
This Contract is subject to the terms and conditions set forth in the Contract Documents, which
are incorporated herein as if fully set forth, and include the following Bid Documents with
Bidder's/Contractor's Bid Submittals prioritized to be included in number 6*:
1. Notice to Bidders
2. Table of Contents
3. Instructions to Bidders
4. General Conditions
5. Specifications and Special Provisions
6. Bid Submittals, including Bid Form, Affidavit — Bid Certification Form, Bid Security,
Bid Sheet
(*Bidder's/Contractor's completed Bid Submittals)
7. Other materials or standards provided or noted by the Village
8. Contract
9. Applicable performance and labor and materials payment bonds, or letter of credit.
(Collectively the "Contact Documents")
ARTICLE 11 — PERFORMANCE BY CONTRACTOR
1. The Contractor agrees to perform the work, including all labor, materials, equipment and
services, in accordance with the terms and conditions set forth in the Contract
Documents (hereinafter the "Work").
2. The Contractor acknowledges that the Village reserves the right to add to or subtract
from the estimated quantities.
112
2018 Well 17 Site Improvements
3. The Contractor certifies that it will comply with all state and federal laws and regulations,
and county and municipal ordinances, as set forth in the General Conditions.
ARTICLE III — PERFORMANCE BY VILLAGE
The Village agrees to pay the Contractor for its performance of the Work in the manner and
amount provided in the Contract Documents.
ARTICLE IV - CONFLICT BETWEEN CONTRACT DOCUMENTS
In the event of a conflict between any Contract Document and the terms of this Contract, the
Contract shall control to the extent of the conflict. In the event of any other conflict between
Contract Documents, the preceding Document shall govern to the extent of the conflict based
upon the order of priority set forth in Article I of this Contract, unless otherwise specifically
stated.
ARTICLE V — COMMENCEMENT AND COMPLETION OF WORK
After the written Notice to Proceed is issued by the Village, which will start the performance
period, the Contractor then has 10 days to commence work. The Contractor shall achieved
substantial performance within twenty-three (23) consecutive calendar days after the Notice to
Proceed has been issued with final performance seven (7) days thereafter.
The Contractor shall commence performance of the Work and complete performance of the
Work, in accordance with the schedule set forth in the Contract Documents, but in no event
shall any Work be performed prior to the Village's receipt of this Contract, executed by
Contractor, and the Village's acceptance and approval of the payment and performance bonds,
or letter of credit, and certificate of insurance required by the Contract Documents.
ARTICLE V — NOTICE
Unless otherwise provided, all notices required under this Contract shall be made in writing and
addressed or delivered as follows:
TO THE VILLAGE OF MOUNT PROSPECT -
The Village of Mount Prospect
1700 West Central Road
Mount Prospect, Illinois 60056
ATTN: Director of Public Works
TO CONTRACTOR- at the address set forth on the Bid Form, or:
Notices shall be deemed effective when received by personal service or registered or certified
U.S. mail, postage prepaid and receipt requested, to the address so specified. Either Party may,
by written notice to the other, change its own mailing address.
ARTICLE VI — PRIOR AGREEMENTS; SUCCESSORS
This Contract supersedes all previous agreements, understandings and representations of any
nature whatsoever, whether oral or written, and constitutes the entire understanding between
the Parties. The terms of this Contract shall be binding upon and inure to the benefit of the
parties and the partners and officials, successors in interest, executors, administrators, assigns
and representatives and their respective successors and assigns, provided, however, that the
Contractor shall not assign, sublet or transfer any rights or interest in this Agreement in whole or
in part without the prior written approval of the Village, except to the extent that the Contract
Documents provide otherwise.
47
2018 Well 17 Site Improvements
ARTICLE VII - DEFAULT BY CONTRACTOR
If the Contractor fails to begin the Work under the Contract within the time specified, or fails to
perform the Work in accordance with the terms of the approved schedule or performs the Work
in a manner unacceptable to the Village, or neglects or refuses to remove materials or perform
anew such Work as has been rejected by the Village, or if the Contractor shall become insolvent
or be declared bankrupt, or shall make an assignment for the benefit of creditors, or from any
other cause whatsoever shall fail to carry on the Work in a manner required by the Contract, the
Village shall give notice as hereinafter provided to the Contractor and its surety in writing
specifying such failure, delay, neglect, refusal or default, and if the Contractor, within a period of
ten (10) calendar days after the giving of such notice, shall not proceed in accordance therewith,
then the Village shall have full power and authority to declare the this Contract and the
Contractor in default, and to forfeit the rights of the Contractor in this Contract.
Upon declaration of Contractor's default, the Village may, at its option, call upon the surety to
complete the Work in accordance with the terms of this Contract or may take over the Work,
including any materials on the Work site as may be suitable and acceptable to the Village and
may complete the Work by its own forces or on its own account, or may enter into a new
contract or contracts for the completion of the Work, or may use such other methods as shall be
required for the completion of the Work in an acceptable manner as the Village may in its
discretion determine.
All costs and charges incurred by the Village, together with the cost of completing the Work
shall be deducted from any moneys due or which may become due on this to the Contractor
under this Contract. Following any payment due and received by the Village from the
Contractor's surety following default, if the expense so incurred by the Village is less than the
sum paid to the Village by the surety under this Contract for work remaining, the surety shall be
entitled to receive the excess difference paid to the Village. When such Contractor default
costs incurred by the Village exceeds the sum paid to the Village for the work remaining under
the Contract the Contractor and the surety shall be liable and shall pay to the Village the full
cost of such additional expenses.
ARTICLE VIII - DEFAULT BY VILLAGE
In the event of a material default by the Village under this Contract, the Village shall have sixty
(60) days, from notice thereof by Contractor, to cure the default prior to Contractor's termination
of this Contract. The failure to pay a contested invoice shall not be considered a material
default. Upon termination, the Village shall be responsible to pay any uncontested payments
due for work performed.
ARTICLE IX — VENUE
The parties hereto agree that for purposes of any lawsuit(s) between them concerning this
Agreement, its enforcement, or the subject matter thereof, venue shall be in Cook County,
Illinois, and the laws of the State of Illinois shall govern the cause of action.
ARTICLE X - SEVERABILITY OF CONTRACT
If any term of this Contract is held by a court of competent jurisdiction to be void or
unenforceable, the remainder of the Contract terms will remain in full force and effect and will
not be affected.
2018 Well 17 Site Improvements
ARTICLE XI - CUMULATIVE REMEDIES
The exercise or failure to exercise any legal rights and remedies associated with any act of
default or breach hereunder by either Party will not constitute a waiver or forfeiture of any other
rights and remedies, and will be without prejudice to the enforcement of any other right or
remedy available by law or authorized by this Contract.
ARTICLE XII -COMPLIANCE WITH LAWS
Each party to this Contract will comply with all applicable state and federal laws and regulations,
and county and municipal ordinances and regulations.
ARTICLE XIII - DISPUTE RESOLUTION
Should a dispute arise between the Village and the Contractor as to the terms and conditions of
the Contract, or the responsibilities, limitations, or working relations of either Party, the
designated project personnel will make every reasonable effort to resolve the difference in
accordance with the terms and conditions of the Contract. If a dispute continues despite these
efforts, it shall be referred to the Parties' Project Managers.
If the above action fails to resolve the dispute, the Parties may, by agreement, elect to resolve
the dispute through a mediation process. Each Party shall bear its own costs in preparing and
conducting mediation, except that the costs, if any, of the actual mediation proceeding shall be
shared equally by the Parties. The mediation process is defined as follows:
The Parties shall select a mutually agreeable mediator from American Arbitration Association
lists or any other agreeable list to aid the Parties in resolving the dispute. The mediator shall
not be an employee or former employee of either Party. The first meeting shall be held at a
location chosen by the Village. At the meetings, each Party may present materials and/or
arguments to the mediator. The mediator's decision shall be not be binding upon either Party.
In the event that the foregoing steps fail to resolve the dispute, either Party may bring suit in the
Circuit Court of Cook County, Illinois.
ARTICLE XIV - ASSIGNMENT
No rights or interest in this Contract may be assigned by Contractor without prior written notice
being provided by Contractor to the Village and the Village's written approval. The Village shall
not unreasonably withhold its approval of such assignment. In the event of an assignment, the
Contractor shall not be relieved of its obligations under the Contract unless agreed to by the
Village, at its sole discretion.
ARTICLE XV - RECRUITING
The Parties shall not, without the consent of the other Party, entice, encourage, offer special
inducements, or otherwise recruit employees of the other Party during the period of this
Contract and for a period of one (1) year thereafter. This clause is not intended to restrict any
individual's right of employment but rather is intended to preserve the relationship intended
under this Contract and to prevent the Parties from actively recruiting the employees of the
other Party.
ARTICLE XVII - COUNTERPARTS
This Contract may be executed in counterparts, each of which shall be an original and all of
which together shall constitute one and the same agreement.
129
2018 Well 17 Site Improvements
ARTICLE XVIII - ENFORCEABILITY
If any provision of this Contract is found to be invalid, illegal or unenforceable, that provision
shall be severable from the rest of this Contract and the validity, legality and enforceability of the
remaining provisions will in no way be affected or impaired.
ARTICLE XIX - EFFECTIVE DATE
The effective date of this Contract shall be the date of the last signature executing the Contract
(hereinafter referred to as the "Effective Date").
ARTICLE XX - ADVERTISEMENT
Contractor shall not use, in its advertising, marketing programs, or other promotional efforts, any
data, pictures, or other representation of the Village, except with the specific written
authorization in advance by the Village.
ARTICLE XXI - CAPTIONS; HEADINGS
The paragraph headings which appear herein are included solely for convenience and shall not
be used in the interpretation of this Contract.
ARTICLE XXII — ENTIRE AGREEMENT
This Contract, consisting of the Contract Documents, constitutes the entire agreement between
the Parties for the subject matter hereof and supersedes all prior arrangements, agreements,
representations and undertakings, written or oral. This Contract may not be changed or modified
except by a written instrument duly executed by each of the Parties hereto.
IN WITNESS WHEREOF, the Parties hereto have executed this Contract.
Contractor: VILLAGE OF MOUNT PROSPECT
0
Title:
Date:
ATTEST: ATTEST:
IN
Title:
Date:
Title: Title:
Date: Date:
50
2018 Well 17 Site Improvements
VILLAGE OF MOUNT PROSPECT
LABOR AND MATERIAL PAYMENT BOND
Principal Amount:
Contract: 2018 Well 17 Site Improvements
KNOWN ALL MEN BY THESE PRESENTS, that the Village of Mount Prospect, an
Illinois municipal corporation (hereinafter "Village"), has awarded to
as
Principal (hereinafter "Contractor"), a written agreement with the Village dated
, (hereinafter "Contract"), for 2018 Well 17 Site Improvements in
accordance with the drawings and specifications prepared by: Village of Mount Prospect
(Village of Mount Prospect or architect/engineer), which Contract is incorporated herein and
made a part hereof; and
WHEREAS, the Contractor is required to furnish a bond in connection with the Contract
to secure the payment of claims of laborers, workmen, mechanics, material suppliers, and other
persons as provided by law;
NOW, THEREFORE, we, the undersigned Contractor and
, with main office at
as Surety, are held and firmly bound unto the
Village in the penal sum of Dollars ($ ),
lawful money of the United States, for which payment well and truly to be made we bind
ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally,
firmly by these present.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor
shall fully, promptly pay for all laborers, workmen and mechanics engaged in the work under the
Contract, and not less than the general prevailing rate of hourly wages as required by the
Contract and the Illinois Prevailing Wage Act, 820 ILCS 130/1 et seq., and for all material used
or reasonably required for use in the performance of the Contract, and all duly authorized
modifications, alterations, changes or additions to said Contract as may hereafter be made, then
this obligation shall be null and void; otherwise it shall remain in full force and effect, subject to
the following conditions:.
1. A "Claimant' is defined as any person, firm or corporation having contracts with
Contractor or with a subcontractor of Contractor to furnish labor, materials, or both, for
use in the performance of the Contract. "Labor and materials" is construed to include
that part of water, gas, power, light, heat, oil, gasoline, telephone service, rental of
equipment, and any other items for which a mechanic's lien may be asserted.
2. Any person having a claim for labor and materials furnished in the performance of the
Contract shall have no right of action unless he shall have filed a verified notice of such
claim with the Village Clerk within 180 days after the date of the last items of work or the
furnishing of the last item of materials, and filed a copy of that verified notice upon the
Contractor within 10 days after the filing of the notice with the Village Clerk. Filing must
be by personal service or United States Mail, postage prepaid, certified or restricted
delivery, return receipt requested, limited to addressee. The notice shall contain 1) the
name and address of the claimant; 2) the business address of the claimant within the
State of Illinois, if any, or if the claimant be a foreign corporation having no place of
51
2018 Well 17 Site Improvements
business within the State, the principal place of business of the corporation, and in the
case of partnership, the names and residences of each of the partners; 3) the name of
the Contractor for the Village; 3) the name of the person, firm or corporation by whom
the claimant was employed or to whom such claimant furnished materials; 4) a brief
description of the public improvement for the construction or installation of which the
Contract is to be performed; and 5) a description of Claimant's contract as it pertains to
the public improvement describing the work done by the claimant and stating the total
amount due and unpaid as of the date of the verified notice. No defect in the notice
herein provided for shall deprive the claimant of its right of action under the terms and
provision of this Bond unless it shall affirmatively appear that such defect has prejudiced
the rights of an interested party asserting the same.
3. No action shall be brought on this Bond later than one year after the date of the last item
of work or of the furnishing of the last item of materials. Such suit shall be brought only in
the circuit court of the State in the judicial district in which the Contract is to be
performed.
4. The Village shall not be liable for the payment of any costs or expenses of any such
lawsuit, and the Village does not have any obligations to any Claimants who make
claims on this Bond. Surety will pay for all such claims, and for all costs and expenses
of any such lawsuit, up to a maximum of the amount of this Bond.
Surety hereby expressly agrees that no extension of time, change, modification, alteration,
deletion, or addition to the undertakings, covenants, terms, conditions, and agreements of the
Contract, or to the work to be performed thereunder, shall in any way affect the obligation of this
Bond; and it does hereby waive notice of any such extension of time, change, modification,
alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and
agreements of the Contract, or to the work to be performed thereunder.
Surety's obligations hereunder are independent of the obligations of any other surety for the
payment of claims of laborers, workmen, mechanics, material suppliers, and other persons in
connection with the Contract; and suit may be brought against Surety and such other sureties,
jointly and severally, or against any one or more of them, or against less than all of them without
impairing the Village's rights against the others. Any payment by the Surety made in good faith
pursuant to this Bond shall reduce the principal amount of this Bond.
52
2018 Well 17 Site Improvements
Signed and sealed this day of
Contractor
By:
Signature
Title
ATTEST:
Corporate Secretary (corporations only)
1201
Surety
By:
Officer Of The Surety
Title
Address:
NOTARY
STATE OF
COUNTY OF
I, a Notary Public in and for said county, do hereby
certify that
(Insert Name of Attorney -In -Fact for Surety)
who is personally known to me to be the same person whose name is subscribed to the
foregoing instrument on behalf of Surety, appeared before me this day in person and
acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her
free and voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this
Notary Signature:
day of 1201
My Commission expires:
(Attach Surety's Power of Attorney)
53
2018 Well 17 Site Improvements
VILLAGE OF MOUNT PROSPECT
PERFORMANCE BOND
:OAR ►•
Principal Amount:
Contract: 2018 Well 17 Site Improvements
KNOWN ALL MEN BY THESE PRESENTS, that Contractor
as
Principal (hereinafter "Contractor"), and with main
office at , a
corporation of the state of as Surety (hereinafter "Surety"), are held and
firmly bound unto the Village of Mount Prospect, an Illinois municipal corporation (hereinafter
"Village"), in the penal sum of Dollars
($ ), lawful money of the United States, for the payment of which, we bind ourselves,
our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
WHEREAS, Contractor has entered into a written agreement with the Village dated
, (hereinafter "Contract"), for the construction of
2018 Well 17 Site Improvements in accordance with the drawings and specifications prepared
by: Village of Mount Prospect (Village of Mount Prospect or architect/engineer), which
Contract is incorporated herein and made a part hereof.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor
shall fully, promptly and completely discharge the Contract and all duly authorized modifications,
alterations, changes, or additions to said Contract as may hereafter be made, and during the life
of any guaranty required under the Contract, and, if Contractor shall fully secure and protect the
Village from all liability and from all loss or expense of any kind, including all court costs and
attorneys' fees made necessary or arising from the failure, refusal or neglect of Contractor to
comply with all obligations assumed by Contractor in connection with the performance of the
Contract and all such modifications, alterations, changes, or additions, then this obligation shall
be null and void; otherwise it shall remain in full force and effect.
Upon receipt of written notice from the Village that the Contractor is in default, and
performance by the Village of its obligations under the Contract, Surety will promptly (1) remedy
the default; (2) arrange for the performance of Contractor's obligations under the Contract
through the use of qualified contractors acceptable to the Village; or (3) notify the Village that it
may hire a contractor to complete Contractor's obligations under the Contract. Surety will
promptly notify, in writing, the Village of which option it is exercising. Failure of the Surety to
elect an option within fifteen (15) days of receipt of the notice from the Village shall constitute
authorization to the Village to complete the improvements at Surety's expense.
The balance of the contract price shall be credited against the cost of completing and/or
correcting the Contractor's performance under the Contract. If the cost exceeds the balance of
the contract price, the Surety shall pay the excess amount to the Village, up to a maximum of
the principal amount of this Bond. If the Surety arranges for completion and/or correction or
remedies the default, the balance of the contract price that is required to complete, correct or
remedy the default shall be paid by the Village to Surety. Surety will be responsible, up to the
54
2018 Well 17 Site Improvements
maximum of the principal amount of this Bond, for payment for correction and completion of the
Contract, any additional legal, design professional or delay costs arising from Contractor's
default and/or resulting from action or inaction on the part of the Surety and liquidated damages,
or, if no liquidated damages are provided for in the Contract, actual damages caused by
delayed performance or non-performance by the Contractor or Surety. The Village shall not be
required to pay Surety more than the balance of the contract price.
The term "balance of the contract price" means the total amount payable by the Village
to the Contractor under the contract, and any amendments thereto, less the amounts paid to the
Contractor by the Village.
Any suit under this Bond must be filed before the expiration of two years from the date
on which final payment under the Contract is due or the applicable statute of limitations,
whichever is longer. No right of action shall accrue on this Bond to or for the use of any person
or corporation other than the Village or its heirs, executors, administrators or successors. Any
proceeding, legal or equitable, under this Bond may be instituted in a court of competent
jurisdiction in the location in which the work is located. Notice to any of the parties shall be
mailed to the appropriate address listed above.
Surety hereby waives notice of any modifications, alterations, changes, additions or
extension of time in the Contract.
Signed and sealed this day of , 201_
Contractor
By:
Signature
Title
ATTEST:
Corporate Secretary (corporations only)
STATE OF
COUNTY OF
Surety
By:
Officer Of The Surety
Title
Address:
NOTARY
I, , a Notary Public in and for said county, do hereby
certify that
(Insert Name of Attorney -In -Fact for Surety)
who is personally known to me to be the same person whose name is subscribed to the
foregoing instrument on behalf of Surety, appeared before me this day in person and
acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her
free and voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this day of , 201_
Notary Signature: My Commission expires:
(Attach Surety's Power of Attorney)
55
HMA MIXTURE DESIGN REQUIREMENTS (D-1)
Effective: January 1, 2013
Revised: April 1, 2016
1) Design Composition and Volumetric Requirements
Revise the table in Article 406.06(d) of the Standard Specifications to read:
"MINIMUM COMPACTED LIFT THICKNESS
Mixture Composition
Thickness, in. (mm)
I L-4.75
3/4(19)
SMA -9.5, I L-9.5, I L-9.51-
1 1/2(38)
SMA -12.5
2 50
IL -19.0, IL -19.01-
2 1/4 (57)"
Revise the table in Article 1004.03(c) of the Standard Specifications to read:
"Use
Size/Application
Gradation No.
Class A-1, 2, & 3
3/8 in. (10 mm) Seal
CA 16
Class A-1
1/2 in. 13 mm Seal
CA 15
Class A-2 & 3
Cover
CA 14
HMA High ESAL
IL -19.0
CA 11
1 L-9.5
CA 16, CA 133
HMA Low ESAL
IL -19.01-
CA 11 '/
IL -9.51-
CA 16
Stabilized Subbase
or Shoulders
SMA2/
1/2 in. (12.5mm)
CA133/, CA14 or CA16
Binder & Surface
I L 9.5
CA16, CA 133/
Surface
1/ CA 16 or CA 13 may be blended with the gradations listed.
2/ The coarse aggregates used shall be capable of being
combined with stone sand, slag sand, or steel slag sand
meeting the FA/FM 20 gradation and mineral filler to meet
the approved mix design and the mix requirements noted
herein.
3/ CA 13 shall be 100 percent passing the 1/2 in. (12.5mm) sieve.
Revise Article 1004.03(e) of the Supplemental Specifications to read:
"(e) Absorption. For SMA the coarse aggregate shall also have water absorption
<_ 2.0 percent."
Revise the last paragraph of Article 1102.01 (a) (5) of the Standard Specifications to read:
"IL -4.75 and Stone Matrix Asphalt (SMA) mixtures which contain aggregate having
absorptions greater than or equal to 2.0 percent, or which contain steal slag sand,
shall have minimum surge bin storage plus haul time of 1.5 hours."
Revise the nomenclature table in Article 1030.01 of the Standard Specifications to read:
"High ESAL
IL -19.0 binder;
(a) Coarse Aggregate...............................................................................................1004.03
I L-9.5 surface; I L-4.75; SMA -12.5,
(b) Fine Aggregate....................................................................................................1003.03
SMA -9.5
Low ESAL
IL -19.01- binder; IL -9.51- surface;
(d) Mineral Filler.............................................................................................................1011
Stabilized Subbase (HMA)";
(e) Hydrated Lime.....................................................................................................1012.01
HMA Shoulders21
1/ Uses 19.01- binder mix.
2/ Uses 19.01- for lower lifts and 9.51- for surface lift."
Revise Article 1030.02 of the Standard Specifications and Supplemental Specifications to read:
"1030.02 Materials. Materials shall be according to the following.
Item.................................................................................................
Article/Section
(a) Coarse Aggregate...............................................................................................1004.03
(b) Fine Aggregate....................................................................................................1003.03
(c) RAP Material............................................................................................................1031
(d) Mineral Filler.............................................................................................................1011
(e) Hydrated Lime.....................................................................................................1012.01
(f) Slaked Quicklime (Note 1)
(g) Performance Graded Asphalt Binder (Note 2) ..........................................................1032
(h) Fibers (Note 3)
(i) Warm Mix Asphalt (WMA) Technologies (Note 4)
Note 1. Slaked quicklime shall be according to ASTM C 5.
Note 2. The asphalt binder shall be an SBS PG 76-28 when the SMA is used on a full -
depth asphalt pavement and SBS PG 76-22 when used as an overlay, except where
modified herein. The asphalt binder shall be an Elvaloy or SBS PG 76-22 for IL -4.75,
except where modified herein. The elastic recovery shall be a minimum of 80.
Note 3. A stabilizing additive such as cellulose or mineral fiber shall be added to the
SMA mixture according to Illinois Modified AASHTO M 325. The stabilizing additive
shall meet the Fiber Quality Requirements listed in Illinois Modified AASHTO M 325.
Prior to approval and use of fibers, the Contractor shall submit a notarized certification
by the producer of these materials stating they meet these requirements. Reclaimed
Asphalt Shingles (RAS) may be used in Stone Matrix Asphalt (SMA) mixtures designed
with an SBA polymer modifier as a fiber additive if the mix design with RAS included
meets AASHTO T305 requirements. The RAS shall be from a certified source that
produces either Type I or Type 2. Material shall meet requirements noted herein and the
actual dosage rate will be determined by the Engineer.
Note 4. Warm mix additives or foaming processes shall be selected from the current
Bureau of Materials and Physical Research Approved List, "Warm Mix Asphalt
Technologies"."
Revise Article 1030.04(a)(1) of the Standard Specifications and the Supplemental Specifications
to read:
"(1) High ESAL Mixtures. The Job Mix Formula (JMF) shall fall within the following limits.
High ESAL, MIXTURE COMPOSITION (% PASSING)
Sieve
IL -19.0 mm
SMA 41
SMA 41
IL -9.5 mm
IL -4.75 mm
Size
IL -12.5 mm
IL -9.5 mm
min
max
min
max
min
max
min
max
min
max
1 1/2 in
(37.5 mm)
1 in.
100
(25 mm)
3/4 in.
90
100
100
(19 mm)
1/2 in.
75
89
80
100
100
100
100
(12.5 mm)
3/8 in.
65
90
100
90
100
100
(9.5 mm)
#4
40
60
20
30
36
50
34
69
90
100
(4.75 mm)
20
42
16
24"
16
325
34 si
52 v
70
90
(2.36 mm)
#16
15
30
10
32
50
65
(1.18 mm)
#30
12
16
12
18
(600 µm)
#50
6
15
4
15
15
30
(300 m)
#100
4
9
3
10
10
18
(150 m)
#200
3
6
7.0
9.03/
7.5
9.53/
4
6
7
93/
(75 µm)
Ratio
Dust/Asphalt
1.0
1.5
1.5
1.0
1.0
Binder
1/ Based on percent of total aggregate weight.
2/ The mixture composition shall not exceed 44 percent passing the #8
(2.36 mm) sieve for surface courses with Ndesign = 90.
3/ Additional minus No. 200 (0.075 mm) material required by the mix
design shall be mineral filler, unless otherwise approved by the
Engineer.
4/ The maximum percent passing the #635 (20 pm) sieve shall be <_ 3
percent.
5/ When establishing the Adjusted Job Mix Formula (AJMF) the percent
passing the #8 (2.36 mm) sieve shall not be adjusted above the
percentage stated on the table.
6/ When establishing the Adjusted Job Mix Formula (AJMF) the percent
passing the #8 (2.36 mm) sieve shall not be adjusted below 34
percent.
Revise Article 1030.04(b)(1) of the Standard Specifications to read:
"(1) High ESAL Mixtures. The target value for the air voids of the HMA shall be 4.0
percent and for IL -4.75 it shall be 3.5 percent at the design number of gyrations.
The VMA and VFA of the HMA design shall be based on the nominal maximum
size of the aggregate in the mix, and shall conform to the following requirements.
VOLUMETRIC REQUIREMENTS
High ESAL
Ndesign
Voids in the Mineral Aggregate
Voids Filled
Voids Filled
(VMA),
with Asphalt
Mineral Aggregate
% minimum
Binder
(VFA),
Ndesign
(VMA), % min.
(VFA), %
IL -4.75
IL-1 9.0
IL -9.5
804/
%
50
13.5
15.0
18.5
65-78 2/
70
65-75
90
1/ Maximum Draindown for IL -4.75 shall be 0.3 percent
2/ VFA for IL -4.75 shall be 72-85 percent'
Replace Article 1030.04(b)(3) of the Standard Specifications with the following:
"(3) SMA Mixtures.
Volumetric Requirements
SMA 1/
Ndesign
Design Air Voids
Voids in the
Voids Filled
Target %
Mineral Aggregate
with Asphalt
(VMA), % min.
(VFA), %
17.0
804/
3.5
75-83
16.0
1/ Maximum draindown shall be 0.3 percent. The draindown shall be
determined at the JMF asphalt binder content at the mixing temperature
plus 30 °F.
2/ Applies when specific gravity of coarse aggregate is >_ 2.760.
3/ Applies when specific gravity of coarse aggregate is < 2.760.
4/ Blending of different types of aggregate will not be permitted.
For surface course, the coarse aggregate can be crushed steel slag,
crystalline crushed stone or crushed sandstone. For binder course, coarse
aggregate shall be crushed stone (dolomite), crushed gravel, crystalline
crushed stone, or crushed sandstone.
Add to the end of Article 1030.05 (d) (2) a. of the Standard Specifications:
"During production, the Contractor shall test SMA mixtures for draindown according to
AASHTO T305 at a frequency of 1 per day of production."
Delete last sentence of the second paragraph of Article 1102.01(a) (4) b. 2.
Add to the end of Article 1102.01 (a) (4) b. 2.:
"As an option, collected dust (baghouse) may be used in lieu of manufactured mineral
filler according to the following:
(a.) Sufficient collected dust (baghouse) is available for production of the SMA mix
for the entire project.
(b.) A mix design was prepared based on collected dust (baghouse).
2) Design Verification and Production
Revise Article 1030.04 (d) of the Standard Specifications to read:
"(d) Verification Testing. High ESAL, IL -4.75, and SMA mix designs submitted for
verification will be tested to ensure that the resulting mix designs will pass the
required criteria for the Hamburg Wheel Test (IL mod AASHTO T-324) and the
Tensile Strength Test (IL mod AASHTO T-283). The Department will perform a
verification test on gyratory specimens compacted by the Contractor. If the mix fails
the Department's verification test, the Contractor shall make the necessary changes
to the mix and resubmit compacted specimens to the Department for verification. If
the mix fails again, the mix design will be rejected.
All new and renewal mix designs will be required to be tested, prior to submittal for
Department verification and shall meet the following requirements:
(1)Hamburg Wheel Test criteria. The maximum allowable rut depth shall be 0.5 in.
(12.5 mm). The minimum number of wheel passes at the 0.5 in. (12.5 mm) rut
depth criteria shall be based on the high temperature binder grade of the mix as
specified in the mix requirements table of the plans.
Illinois Modified AASHTO T 324 Requirements 11
Asphalt Binder Grade
# Repetitions
Max Rut Depth (mm)
PG 70 -XX (or higher)
20,000
12.5
PG 64 -XX (or lower)
10,000
12.5
1/ When produced at temperatures of 275 ± 5 OF (135 ± 3 °C) or less, loose
Warm Mix Asphalt shall be oven aged at 270 ± 5 OF (132 ± 3 °C) for two
hours prior to gyratory compaction of Hamburg Wheel specimens.
Note: For SMA Designs (N-80) the maximum rut depth is 6.0 mm at 20,000
repetitions.
For IL 4.75mm Designs (N-50) the maximum rut depth is 9.Omm at 15,000
repetitions.
(2) Tensile Strength Criteria. The minimum allowable conditioned tensile strength
shall be 60 psi (415 kPa) for non -polymer modified performance graded (PG)
asphalt binder and 80 psi (550 kPa) for polymer modified PG asphalt binder. The
maximum allowable unconditioned tensile strength shall be 200 psi (1380 kPa)."
Production Testing. Revise first paragraph of Article 1030.06(a) of the Standard Specifications
to read:
"(a) High ESAL, IL -4.75, WMA, and SMA Mixtures. For each contract, a 300 ton (275 metric
tons) test strip, except for SMA mixtures it will be 400 ton (363 metric ton), will be
required at the beginning of HMA production for each mixture with a quantity of 3000
tons (2750 metric tons) or more according to the Manual of Test Procedures for
Materials "Hot Mix Asphalt Test Strip Procedures".
Add the following after the sixth paragraph in Article 1030.06 (a) of the Standard Specifications:
"The Hamburg Wheel test shall also be conducted on all HMA mixtures from a sample taken
within the first 500 tons (450 metric tons) on the first day of production or during start up with
a split reserved for the Department. The mix sample shall be tested according to the Illinois
Modified AASHTO T 324 and shall meet the requirements specified herein. Mix production
shall not exceed 1500 tons (1350 metric tons) or one day's production, whichever comes
first, until the testing is completed and the mixture is found to be in conformance. The
requirement to cease mix production may be waived if the plant produced mixture
demonstrates conformance prior to start of mix production for a contract.
If the mixture fails to meet the Hamburg Wheel criteria, no further mixture will be accepted
until the Contractor takes such action as is necessary to furnish a mixture meeting the
criteria"
Method of Measurement:
Add the following after the fourth paragraph of Article 406.13 (b):
"The plan quantities of SMA mixtures shall be adjusted using the actual approved binder and
surface Mix Design's Gmb."
Basis of Payment.
Replace the fourth paragraph of Article 406.14 of the Standard Specifications with the following:
"Stone matrix asphalt will be paid for at the contract unit price per ton (metric ton) for
POLYMERIZED HOT -MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, of
the mixture composition and Ndesign specified; and POLYMERIZED HOT -MIX ASPHALT
BINDER COURSE, STONE MATRIX ASPHALT, of the mixture composition and Ndesign
specified."
RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES (D-1)
Effective: November 1, 2012
Revise: April 2, 2016
Revise Section 1031 of the Standard Specifications to read:
"SECTION 1031. RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT
SHINGLES
1031.01 Description. Reclaimed asphalt pavement and reclaimed asphalt shingles shall
be according to the following.
(a) Reclaimed Asphalt Pavement (RAP). RAP is the material resulting from cold milling or
crushing an existing hot -mix asphalt (HMA) pavement. RAP will be considered
processed FRAP after completion of both crushing and screening to size. The
Contractor shall supply written documentation that the RAP originated from routes or
airfields under federal, state, or local agency jurisdiction.
(b) Reclaimed Asphalt Shingles (RAS). Reclaimed asphalt shingles (RAS). RAS is from
the processing and grinding of preconsumer or post -consumer shingles. RAS shall be a
clean and uniform material with a maximum of 0.5 percent unacceptable material, as
defined in Bureau of Materials and Physical Research Policy Memorandum, "Reclaimed
Asphalt Shingle (RAS) Sources", by weight of RAS. All RAS used shall come from a
Bureau of Materials and Physical Research approved processing facility where it shall
be ground and processed to 100 percent passing the 3/8 in. (9.5 mm) sieve and
90 percent passing the #4 (4.75 mm) sieve. RAS shall meet the testing requirements
specified herein. In addition, RAS shall meet the following Type 1 or Type 2
requirements.
(1) Type 1. Type 1 RAS shall be processed, preconsumer asphalt shingles salvaged
from the manufacture of residential asphalt roofing shingles.
(2) Type 2. Type 2 RAS shall be processed post -consumer shingles only, salvaged
from residential, or four unit or less dwellings not subject to the National Emission
Standards for Hazardous Air Pollutants (NESHAP).
1031.02 Stockpiles. RAP and RAS stockpiles shall be according to the following.
(a) RAP Stockpiles. The Contractor shall construct individual, sealed RAP stockpiles
meeting one of the following definitions. Additional processed RAP (FRAP) shall be
stockpiled in a separate working pile, as designated in the QC Plan, and only added to
the sealed stockpile when test results for the working pile are complete and are found to
meet tolerances specified herein for the original sealed FRAP stockpile. Stockpiles shall
be sufficiently separated to prevent intermingling at the base. All stockpiles (including
unprocessed RAP and FRAP) shall be identified by signs indicating the type as listed
below (i.e. "Non- Quality, FRAP 44 or Type 2 RAS", etc...).
(1) Fractionated RAP (FRAP). FRAP shall consist of RAP from Class I, Superpave
HMA (High and Low ESAL) or equivalent mixtures. The coarse aggregate in FRAP
shall be crushed aggregate and may represent more than one aggregate type and/or
quality, but shall be at least C quality. All FRAP shall be processed prior to testing
and sized into fractions with the separation occurring on or between the #4
(4.75 mm) and 1/2 in. (12.5 mm) sieves. Agglomerations shall be minimized such
that 100 percent of the RAP in the coarse fraction shall pass the maximum sieve size
specified for the mix the FRAP will be used in.
(2) Restricted FRAP (B quality) stockpiles shall consist of RAP from Class I, Superpave
(High ESAL), or HMA (High ESAL). If approved by the Engineer, the aggregate from
a maximum 3.0 in. (75 mm) single combined pass of surface/binder milling will be
classified as B quality. All millings from this application will be processed into FRAP
as described previously.
(3) Conglomerate. Conglomerate RAP stockpiles shall consist of RAP from Class I,
Superpave HMA (High and Low ESAL) or equivalent mixtures. The coarse
aggregate in this RAP shall be crushed aggregate and may represent more than one
aggregate type and/or quality, but shall be at least C quality. This RAP may have an
inconsistent gradation and/or asphalt binder content prior to processing. All
conglomerate RAP shall be processed (FRAP) prior to testing. Conglomerate RAP
stockpiles shall not contain steel slag or other expansive material as determined by
the Department.
(4) Conglomerate "D" Quality (DQ). Conglomerate DQ RAP stockpiles shall consist of
RAP from HMA shoulders, bituminous stabilized subbases or Superpave (Low
ESAL)/HMA (Low ESAL) IL-19.OL binder mixture. The coarse aggregate in this RAP
may be crushed or round but shall be at least D quality. This RAP may have an
inconsistent gradation and/or asphalt binder content. Conglomerate DQ RAP
stockpiles shall not contain steel slag or other expansive material as determined by
the Department.
(5) Non -Quality. RAP stockpiles that do not meet the requirements of the stockpile
categories listed above shall be classified as "Non -Quality".
RAP or FRAP containing contaminants, such as earth, brick, sand, concrete, sheet
asphalt, bituminous surface treatment (i.e. chip seal), pavement fabric, joint sealants,
plant cleanout etc., will be unacceptable unless the contaminants are removed to the
satisfaction of the Engineer. Sheet asphalt shall be stockpiled separately.
(b) RAS Stockpiles. Type 1 and Type 2 RAS shall be stockpiled separately and shall be
sufficiently separated to prevent intermingling at the base. Each stockpile shall be
signed indicating what type of RAS is present.
However, a RAS source may submit a written request to the Department for approval to
blend mechanically a specified ratio of Type 1 RAS with Type 2 RAS. The source will
not be permitted to change the ratio of the blend without the Department prior written
approval. The Engineer's written approval will be required, to mechanically blend RAS
with any fine aggregate produced under the AGCS, up to an equal weight of RAS, to
improve workability. The fine aggregate shall be "B Quality" or better from an approved
Aggregate Gradation Control System source. The fine aggregate shall be one that is
approved for use in the HMA mixture and accounted for in the mix design and during
HMA production.
Records identifying the shingle processing facility supplying the RAS, RAS type, and lot
number shall be maintained by project contract number and kept for a minimum of
three years.
1031.03 Testing. FRAP and RAS testing shall be according to the following.
(a) FRAP Testing. When used in HMA, the FRAP shall be sampled and tested either during
processing or after stockpiling. It shall also be sampled during HMA production.
(1) During Stockpiling. For testing during stockpiling, washed extraction samples shall
be run at the minimum frequency of one sample per 500 tons (450 metric tons) for
the first 2000 tons (1800 metric tons) and one sample per 2000 tons
(1800 metric tons) thereafter. A minimum of five tests shall be required for stockpiles
less than 4000 tons (3600 metric tons).
(2) Incoming Material. For testing as incoming material, washed extraction samples shall
be run at a minimum frequency of one sample per 2000 tons (1800 metric tons) or
once per week, whichever comes first.
(3) After Stockpiling. For testing after stockpiling, the Contractor shall submit a plan for
approval to the District proposing a satisfactory method of sampling and testing the
RAP/FRAP pile either in-situ or by restockpiling. The sampling plan shall meet the
minimum frequency required above and detail the procedure used to obtain
representative samples throughout the pile for testing.
Before extraction, each field sample of FRAP, shall be split to obtain two samples of test
sample size. One of the two test samples from the final split shall be labeled and stored
for Department use. The Contractor shall extract the other test sample according to
Department procedure. The Engineer reserves the right to test any sample (split or
Department -taken) to verify Contractor test results.
(b) RAS Testing. RAS shall be sampled and tested during stockpiling according to Bureau
of Materials and Physical Research Policy Memorandum, "Reclaimed Asphalt Shingle
(RAS) Sources". The Contractor shall also sample as incoming material at the HMA
plant.
(1) During Stockpiling. Washed extraction and testing for unacceptable materials shall
be run at the minimum frequency of one sample per 200 tons (180 metric tons) for
the first 1000 tons (900 metric tons) and one sample per 1000 tons (900 metric tons)
thereafter. A minimum of five samples are required for stockpiles less than
1000 tons (900 metric tons). Once a <_ 1000 ton (900 metric ton), five-sample/test
stockpile has been established it shall be sealed. Additional incoming RAS shall be
in a separate working pile as designated in the Quality Control plan and only added
to the sealed stockpile when the test results of the working pile are complete and are
found to meet the tolerances specified herein for the original sealed RAS stockpile.
(2) Incoming Material. For testing as incoming material at the HMA plant, washed
extraction shall be run at the minimum frequency of one sample per 250 tons
(227 metric tons). A minimum of five samples are required for stockpiles less than
1000 tons (900 metric tons). The incoming material test results shall meet the
tolerances specified herein.
The Contractor shall obtain and make available all test results from start of the initial
stockpile sampled and tested at the shingle processing facility in accordance with the
facility's QC Plan.
Before extraction, each field sample shall be split to obtain two samples of test sample
size. One of the two test samples from the final split shall be labeled and stored for
Department use. The Contractor shall extract the other test sample according to
Department procedures. The Engineer reserves the right to test any sample (split or
Department -taken) to verify Contractor test results.
1031.04 Evaluation of Tests. Evaluation of test results shall be according to the following.
(a) Evaluation of FRAP Test Results. All test results shall be compiled to include asphalt
binder content, gradation and, when applicable (for slag), Gmm. A five test average of
results from the original pile will be used in the mix designs. Individual extraction test
results run thereafter, shall be compared to the average used for the mix design, and will
be accepted if within the tolerances listed below.
Parameter
FRAP
No. 4 (4.75 mm)
+6%
No. 8 (2.36 mm)
+5%
No. 30 (600 m)
+5%
No. 200 (75 µm)
+2.0%
Asphalt Binder
+0.3%
Gmm
+0.031/
1/ For stockpile with slag or steel slag present as determined in the current
Manual of Test Procedures Appendix B 21, "Determination of Reclaimed
Asphalt Pavement Aggregate Bulk Specific Gravity".
If any individual sieve and/or asphalt binder content tests are out of the above tolerances
when compared to the average used for the mix design, the FRAP stockpile shall not be
used in Hot -Mix Asphalt unless the FRAP representing those tests is removed from the
stockpile. All test data and acceptance ranges shall be sent to the District for evaluation.
The Contractor shall maintain a representative moving average of five tests to be used
for Hot -Mix Asphalt production.
With the approval of the Engineer, the ignition oven may be substituted for extractions
according to the ITP, "Calibration of the Ignition Oven for the Purpose of Characterizing
Reclaimed Asphalt Pavement (RAP)" or Illinois Modified AASHTO T-164-11, Test
Method A.
(b) Evaluation of RAS Test Results. All of the test results, with the exception of percent
unacceptable materials, shall be compiled and averaged for asphalt binder content and
gradation. A five test average of results from the original pile will be used in the mix
designs. Individual test results run thereafter, when compared to the average used for
the mix design, will be accepted if within the tolerances listed below.
If any individual sieve and/or asphalt binder content tests are out of the above tolerances
when compared to the average used for the mix design, the RAS shall not be used in
Hot -Mix Asphalt unless the RAS representing those tests is removed from the stockpile.
All test data and acceptance ranges shall be sent to the District for evaluation.
(c) Quality Assurance by the Engineer. The Engineer may witness the sampling and
splitting conduct assurance tests on split samples taken by the Contractor for quality
control testing a minimum of once a month.
The overall testing frequency will be performed over the entire range of Contractor
samples for asphalt binder content and gradation. The Engineer may select any or all
split samples for assurance testing. The test results will be made available to the
Contractor as soon as they become available.
The Engineer will notify the Contractor of observed deficiencies.
Parameter
RAS
No.
8(2.36 mm)
±5%
No.
16 (1.18 mm)
± 5 %
No.
30 (600 pm)
± 4 %
No.
200 75 m
± 2.5 %
Asphalt Binder Content
± 2.0 %
If any individual sieve and/or asphalt binder content tests are out of the above tolerances
when compared to the average used for the mix design, the RAS shall not be used in
Hot -Mix Asphalt unless the RAS representing those tests is removed from the stockpile.
All test data and acceptance ranges shall be sent to the District for evaluation.
(c) Quality Assurance by the Engineer. The Engineer may witness the sampling and
splitting conduct assurance tests on split samples taken by the Contractor for quality
control testing a minimum of once a month.
The overall testing frequency will be performed over the entire range of Contractor
samples for asphalt binder content and gradation. The Engineer may select any or all
split samples for assurance testing. The test results will be made available to the
Contractor as soon as they become available.
The Engineer will notify the Contractor of observed deficiencies.
Differences between the Contractor's and the Engineer's split sample test results will be
considered acceptable if within the following limits.
Test Parameter
Acceptable Limits of Precision
% Passing:
FRAP
RAS
1/2 in.
5.0%
No. 4
5.0%
No. 8
3.0%
4.0%
No. 30
2.0%
3.0%
No. 200
2.2%
2.5%
Asphalt Binder Content
0.3%
1.0%
Gmm
0.030
1/ Based on washed extraction.
In the event comparisons are outside the above acceptable limits of precision, the
Engineer will immediately investigate.
(d) Acceptance by the Engineer. Acceptable of the material will be based on the validation
of the Contractor's quality control by the assurance process.
1031.05 Quality Designation of Aggregate in RAP and FRAP.
(a) RAP. The aggregate quality of the RAP for homogeneous, conglomerate, and
conglomerate "D" quality stockpiles shall be set by the lowest quality of coarse
aggregate in the RAP stockpile and are designated as follows.
(1) RAP from Class I, Superpave/HMA (High ESAL), or (Low ESAL) IL -9.51- surface
mixtures are designated as containing Class B quality coarse aggregate.
(2) RAP from Superpave/HMA (Low ESAL) IL -19.01- binder mixture is designated as
Class D quality coarse aggregate.
(3) RAP from Class I, Superpave/HMA (High ESAL) binder mixtures, bituminous base
course mixtures, and bituminous base course widening mixtures are designated as
containing Class C quality coarse aggregate.
(4) RAP from bituminous stabilized subbase and BAM shoulders are designated as
containing Class D quality coarse aggregate.
(b) FRAP. If the Engineer has documentation of the quality of the FRAP aggregate, the
Contractor shall use the assigned quality provided by the Engineer.
If the quality is not known, the quality shall be determined as follows. Fractionated RAP
stockpiles containing plus #4 (4.75 mm) sieve coarse aggregate shall have a maximum
tonnage of 5,000 tons (4,500 metric tons). The Contractor shall obtain a representative
sample witnessed by the Engineer. The sample shall be a minimum of 50 Ib (25 kg).
The sample shall be extracted according to Illinois Modified AASHTO T 164 by a
consultant laboratory prequalified by the Department for the specified testing. The
consultant laboratory shall submit the test results along with the recovered aggregate to
the District Office. The cost for this testing shall be paid by the Contractor. The District
will forward the sample to the Bureau of Materials and Physical Research Aggregate Lab
for MicroDeval Testing, according to ITP 327. A maximum loss of 15.0 percent will be
applied for all HMA applications. The fine aggregate portion of the fractionated RAP shall
not be used in any HMA mixtures that require a minimum of "B" quality aggregate or
better, until the coarse aggregate fraction has been determined to be acceptable thru a
MicroDeval Testing.
1031.06 Use of FRAP and/or RAS in HMA. The use of FRAP and/or RAS shall be the
Contractor's option when constructing HMA in all contracts.
(a) FRAP. The use of FRAP in HMA shall be as follows.
(1) Coarse Aggregate Size (after extraction). The coarse aggregate in all FRAP shall be
equal to or less than the nominal maximum size requirement for the HMA mixture to
be produced.
(2) Steel Slag Stockpiles. FRAP stockpiles containing steel slag or other expansive
material, as determined by the Department, shall be homogeneous and will be
approved for use in HMA (High ESAL and Low ESAL) mixtures regardless of lift or
mix type.
(3) Use in HMA Surface Mixtures (High and Low ESAL). FRAP stockpiles for use in
HMA surface mixtures (High and Low ESAL) shall have coarse aggregate that is
Class B quality or better. FRAP shall be considered equivalent to limestone for
frictional considerations unless produced/screened to minus 3/8 inch.
(4) Use in HMA Binder Mixtures (High and Low ESAL), HMA Base Course, and HMA
Base Course Widening. FRAP stockpiles for use in HMA binder mixtures (High and
Low ESAL), HMA base course, and HMA base course widening shall be FRAP in
which the coarse aggregate is Class C quality or better.
(5) Use in Shoulders and Subbase. FRAP stockpiles for use in HMA shoulders and
stabilized subbase (HMA) shall be FRAP, Restricted FRAP, conglomerate, or
conglomerate DQ.
(b) RAS. RAS meeting Type 1 or Type 2 requirements will be permitted in all HMA
applications as specified herein.
(c) FRAP and/or RAS Usage Limits. Type 1 or Type 2 RAS may be used alone or in
conjunction with FRAP in HMA mixtures up to a maximum of 5.0 percent by weight of
the total mix.
When FRAP is used alone or FRAP is used in conjunction with RAS, the percent of
virgin asphalt binder replacement (ABR) shall not exceed the amounts indicated in the
table below for a given N Design.
Max Asphalt Binder Replacement for FRAP with RAS Combination
HMA Mixtures 1/2/4/
Maximum % ABR
Ndesign
Binder/Leveling
Binder
Surface
Polymer
Modified 3/
30L
50
40
30
50
40
35
30
70
40
30
30
90
40
30
30
4.75 mm N-50
40
SMA N-80
30
1/ For Low ESAL HMA shoulder and stabilized subbase, the percent
asphalt binder replacement shall not exceed 50 % of the total asphalt
binder in the mixture.
2/ When the binder replacement exceeds 15 % for all mixes, except for
SMA and IL -4.75, the high and low virgin asphalt binder grades shall
each be reduced by one grade (i.e. 25 % binder replacement using a
virgin asphalt binder grade of PG64-22 will be reduced to a PG58-28).
When constructing full depth HMA and the ABR is less than 15 %, the
required virgin asphalt binder grade shall be PG64-28.
3/ When the ABR for SMA or IL -4.75 is 15 % or less, the required virgin
asphalt binder shall be SBS PG76-22 and the elastic recovery shall
be a minimum of 80. When the ABR for SMA or IL -4.75 exceeds
15%, the virgin asphalt binder grade shall be SBS PG70-28 and the
elastic recovery shall be a minimum of 80.
4/ When FRAP or RAS is used alone, the maximum percent asphalt
binder replacement designated on the table shall be reduced by 10 %.
1031.07 HMA Mix Designs. At the Contractor's option, HMA mixtures may be constructed
utilizing RAP/FRAP and/or RAS material meeting the detailed requirements specified herein.
(a) FRAP and/or RAS. FRAP and /or RAS mix designs shall be submitted for verification. If
additional FRAP or RAS stockpiles are tested and found to be within tolerance, as
defined under "Evaluation of Tests" herein, and meet all requirements herein, the
additional FRAP or RAS stockpiles may be used in the original design at the percent
previously verified.
(b) RAS. Type 1 and Type 2 RAS are not interchangeable in a mix design. A RAS stone
bulk specific gravity (Gsb) of 2.300 shall be used for mix design purposes.
1031.08 HMA Production. HMA production utilizing FRAP and/or RAS shall be as follows.
To remove or reduce agglomerated material, a scalping screen, gator, crushing unit, or
comparable sizing device approved by the Engineer shall be used in the RAS and FRAP feed
system to remove or reduce oversized material. If material passing the sizing device adversely
affects the mix production or quality of the mix, the sizing device shall be set at a size specified
by the Engineer.
If during mix production, corrective actions fail to maintain FRAP, RAS or QC/QA test results
within control tolerances or the requirements listed herein the Contractor shall cease production
of the mixture containing FRAP or RAS and conduct an investigation that may require a new
mix design.
(a) RAS. RAS shall be incorporated into the HMA mixture either by a separate weight
depletion system or by using the RAP weigh belt. Either feed system shall be
interlocked with the aggregate feed or weigh system to maintain correct proportions for
all rates of production and batch sizes. The portion of RAS shall be controlled
accurately to within ± 0.5 percent of the amount of RAS utilized. When using the weight
depletion system, flow indicators or sensing devices shall be provided and interlocked
with the plant controls such that the mixture production is halted when RAS flow is
interrupted.
(b) HMA Plant Requirements. HMA plants utilizing FRAP and/or RAS shall be capable of
automatically recording and printing the following information.
(1) Dryer Drum Plants.
a. Date, month, year, and time to the nearest minute for each print.
b. HMA mix number assigned by the Department.
c. Accumulated weight of dry aggregate (combined or individual) in tons
(metric tons) to the nearest 0.1 ton (0.1 metric ton).
d. Accumulated dry weight of RAS and FRAP in tons (metric tons) to the nearest
0.1 ton (0.1 metric ton).
e. Accumulated mineral filler in revolutions, tons (metric tons), etc. to the nearest
0.1 unit.
f. Accumulated asphalt binder in gallons (liters), tons (metric tons), etc. to the
nearest 0.1 unit.
g. Residual asphalt binder in the RAS and FRAP material as a percent of the total
mix to the nearest 0.1 percent.
h. Aggregate RAS and FRAP moisture compensators in percent as set on the
control panel. (Required when accumulated or individual aggregate and RAS
and FRAP are printed in wet condition.)
i. When producing mixtures with FRAP and/or RAS, a positive dust control system
shall be utilized.
j. Accumulated mixture tonnage.
k. Dust Removed (accumulated to the nearest 0.1 ton (0.1 metric ton))
(2) Batch Plants.
a. Date, month, year, and time to the nearest minute for each print.
b. HMA mix number assigned by the Department.
c. Individual virgin aggregate hot bin batch weights to the nearest pound (kilogram).
d. Mineral filler weight to the nearest pound (kilogram).
f. RAS and FRAP weight to the nearest pound (kilogram).
g. Virgin asphalt binder weight to the nearest pound (kilogram).
h. Residual asphalt binder in the RAS and FRAP material as a percent of the total
mix to the nearest 0.1 percent.
The printouts shall be maintained in a file at the plant for a minimum of one year or as
directed by the Engineer and shall be made available upon request. The printing system
will be inspected by the Engineer prior to production and verified at the beginning of
each construction season thereafter.
1031.09 RAP in Aggregate Surface Course and Aggregate Wedge Shoulders, Type B.
The use of RAP or FRAP in aggregate surface course and aggregate shoulders shall be as
follows.
(a) Stockpiles and Testing. RAP stockpiles may be any of those listed in Article 1031.02,
except "Non -Quality" and "FRAP". The testing requirements of Article 1031.03 shall not
apply. RAP used shall be according to the current Bureau of Materials and Physical
Research Policy Memorandum, "Reclaimed Asphalt Pavement (RAP) for Aggregate
Applications".
(b) Gradation. The RAP material shall meet the gradation requirements for CA 6 according
to Article 1004.01(c), except the requirements for the minus No. 200 (75 pm) sieve shall
not apply. The sample for the RAP material shall be air dried to constant weight prior to
being tested for gradation."
FRICTION AGGREGATE (D-1)
Effective: January 1, 2011
Revised: April 29, 2016
Revise Article 1004.03(a) of the Standard Specifications to read:
"1004.03 Coarse Aggregate for Hot -Mix Asphalt (HMA). The aggregate shall be
according to Article 1004.01 and the following.
(a) Description. The coarse aggregate for HMA shall be according to the following table.
Use
Mixture
Aggregates Allowed
Class A
Seal or Cover
Allowed Alone or in Combination 51:
Gravel
Crushed Gravel
Carbonate Crushed Stone
Crystalline Crushed Stone
Crushed Sandstone
Crushed Slag (ACBF)
Crushed Steel Slag
Crushed Concrete
HMA
Stabilized
Allowed Alone or in Combination 51:
Low ESAL
Subbase or
Gravel
Shoulders
Crushed Gravel
Carbonate Crushed Stone
Crystalline Crushed Stone
Crushed Sandstone
Crushed Slag (ACBF)
Crushed Steel Slag's
Crushed Concrete
HMA
Binder
Allowed Alone or in Combination 516/:
High ESAL
IL -19.0
Crushed Gravel
Low ESAL
or IL-19.OL
Carbonate Crushed Stone 2/
SMA Binder
Crystalline Crushed Stone
Crushed Sandstone
Crushed Slag (ACBF)
Crushed Concrete 3/
Use
Mixture
Aggregates Allowed
HMA
C Surface and
Allowed Alone or in Combination 51:
High ESAL
Leveling Binder
Crushed Gravel
Low ESAL
IL -9.5 or IL -9.51-
Carbonate Crushed Stone 21
SMA
Crystalline Crushed Stone
Ndesign 50
Crushed Sandstone
Surface
Crushed Slag (ACBF)
Crushed Steel Slag4l
Crushed Concrete 3/
HMA
D Surface and
Allowed Alone or in Combination 51:
High ESAL
Leveling Binder
Crushed Gravel
I L-9.5
Carbonate Crushed Stone (other than
Limestone)2/
SMA
Crystalline Crushed Stone
Ndesign 50
Crushed Sandstone
Surface
Crushed Slag (ACBF)
Crushed Steel Slag4l
Crushed Concrete 3/
Other Combinations Allowed:
Up to... With...
25% Limestone
Dolomite
50% Limestone
Any Mixture D
aggregate other
than Dolomite
75% Limestone
Crushed Slag
(ACBF) or Crushed
Sandstone
HMA
E Surface
Allowed Alone or in Combination 516/:
High ESAL
IL -9.5
SMA
Crystalline Crushed Stone
Ndesign 80
Crushed Sandstone
Surface
Crushed Slag (ACBF)
Crushed Steel Slag
No Limestone.
Other Combinations Allowed:
up to... I With...
Use
Mixture
Aggregates Allowed
50% Dolomite 21
Any Mixture E
aggregate
75% Dolomite 21
Crushed Sandstone,
Crushed Slag
(ACBF), Crushed
Steel Slag, or
Crystalline Crushed
Stone
75% Crushed
Crushed Sandstone,
Grave 12/ or Crushed
Crystalline Crushed
Concrete 31
Stone, Crushed Slag
(ACBF), or Crushed
Steel Slag
HMA
F Surface
Allowed Alone or in Combination 516/:
High ESAL
IL -9.5
Crystalline Crushed Stone
SMA
Crushed Sandstone
Ndesign 80
Crushed Slag (ACBF)
Surface
Crushed Steel Slag
No Limestone.
Other Combinations Allowed:
Up to... With...
50% Crushed
Crushed Sandstone,
Gravel2/, Crushed
Crushed Slag
Concrete3/, or
(ACBF), Crushed
Dolomite 2/
Steel Slag, or
Crystalline Crushed
Stone
1/ Crushed steel slag allowed in shoulder surface only.
2/ Carbonate crushed stone (limestone) and/or crushed gravel shall not be used in SMA
Ndesign 80. In SMA Ndesign 50, carbonate crushed stone shall not be blended with any
of the other aggregates allowed alone in Ndesign 50 SMA binder or Ndesign 50 SMA
surface.
3/ Crushed concrete will not be permitted in SMA mixes.
4/ Crushed steel slag shall not be used as leveling binder.
5/ When combinations of aggregates are used, the blend percent measurements shall be
by volume."
6/ Combining different types of aggregate will not be permitted in SMA Ndesign 80."
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12E
PROPERTY
LINE
SIDEWALK
FENCE AT DRIP LINE
(CRITICAL ROOT ZONE)
UNLESS SPECIFICALLY
EXEMPTED IN WRITING
TREE PROTECTION
FENCE
1
1'
.ET
I I
CRITICAL ROOT ZONE
NIMUM REQUIRED SEPARATION
?EE DIAMETER ■D
ABOVE GROUND
<3' 1'■
3-4' 2',
5-9' 5"
10-14' 10'
15-19' 12'
>19' 15'
MINIMUM 6' FROM THE
TREE TO NEW PAVEMENT
1= MINIMUM REQUIRED
DISTANCE BETWEEN
EXCAVATION PAVING,
ETC. AND CENTER
OF TREE.
Village of Mount Prospect
Public Works Department
1700 W Central Rd
TREE PROTECTION DETAIL
Scale: None I Last Revised: 4-12
H:\Engineering\Traffic\safety_commission\millers\IDOT\Plans\09- Construction Details\TREE PROTECTION DETAIL.dwg
A
NOTES
3'x 3'x 112" METAL PLATES SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
PAVEMENT MATERIAL AND THICKNESSES SHALL BE ACCORDING TO PLANS,
DETAILS AND SPECIFICATIONS.
FRAME AND LIDS SHALL BE ACCORDING TO PLANS, DETAILS AND
SPECIFICATIONS.
THE CONTRACTOR SHALL KEEP A RECORD OF THE LOCATION OF THE BURIED
STRUCTURES ACCORDING TO THE STATION AND THE DISTANCE LEFT OR RIGHT
OF THE CENTERLINE OF PAVEMENT. UPON COMPLETION OF THE WORK, THE
CONTRACTOR SHALL DELIVER SAID RECORD TO THE ENGINEER.
G
CONSTRUCTION PROCEDURE
STAGE
A) REMOVE THE EXISTING FRAME AND LID FROM THE EXISTING
STRUCTURE.
B) COVER THE STRUCTURE OPENING WITH A Tx Tx 112" METAL PLATE
C) CONSTRUCT SUB -BASE, BASE COURSE AND BINDER COURSE
ACCORDING TO PLANS AND DETAILS.
STAGE 2
A) SCORE A MIN. 1" DEPTH IN THE HMA BINDER COURSE 4'x 4' AROUND THE
STRUCTURE.
B) REMOVE THE HMA BINDER COURSE AND FLEXIBLE BASE. ADJUST THE
STRUCTURE CONE TO THE REQUIRED ELEVATION. INSTALL THE FRAME AND
LID AND PLACE P.C. CONCRETE TO THE ELEVATION OF THE BIT. CONC.
BINDER COURSE. P.C. CONCRETE SHALL MEET THE REQUIREMENTS OF
SECTION 353 OF THE STD SPECS.
C) PLACE HMA SURFACE COURSE TO FINAL GRADE.
LEGEND
1 SUB -BASE GRANULAR MATERIAL
2 BASE COURSE
3 3' x 3' x 112" METAL PLATE
4 HMA BINDER COURSE
5 STRUCTURE
6 FRAME AND LID
7 SCORE (MIN 1" DEPTH)
S P.C. CONCRETE
9 HMA SURFACE COURSE
10 CONCRETE ADJUSTING RINGS
BASIS OF PAYMENT: STRUCTURES TO BE ADJUSTED, EACH
NEW FRAMES AND LIDS, WHEN SPECIFIED, SHALL BE PAID FOR
SEPARATELY.
WHEN STRUCTURES ARE NEW OR STRUCTURES ARE TO BE RECONSTRUCTED,
THE LOWERING OR RAISING OF THE FRAMES AND LIDS WILL NOT BE PAID FOR
SEPARATELY BUT WILL BE INCLUDED IN THE COST OF THE RECONSTRUCTION
ITEM.
Village of Mount Prospect
Public Works Department
Engineering Division
Street Resurfacing
STR_ADJA,,g 2008.01.1.5
Pavement Replacement At
Drainage & Utility Structure Frame