1991-52• o
RESOLUTION NO. 91 -52
A RESOLUTION AWARDING A "CONTRACT FOR PAVEMENT CRACK SEALING 91- 00000 -00 -GM
IN THE VILLAGE OF BUFFALO GROVE
WHEREAS, the Village President and Board of Trustees of the
Village of Buffalo Grove desire to cause pavement crack sealing on
designated Village Streets; and,
WHEREAS, the approval of a joint contract which was bid through
the Northwest Municipal Conference is necessary in order to economically
proceed with the program; and,
WHEREAS, the Illinois Department of Transportation has approved
specifications prepared by the Northwest Municipal Conference;
NOW, THEREFORE, BE IT RESOLVED by the President and Board of
Trustees of the Village of Buffalo Grove, Cook and Lake Counties, Illinois
as follows:
1. The contract as prepared by the Northwest Municipal Conference
for "Pavement Crack Sealing 91- 00000- 00 -GM" is hereby approved
and the Village Manager is hereby authorized and directed to
execute the contract. A copy of said contract is attached hereto
and made a part hereof.
AYES: 4 - Marienthal, O'Malley, Rubin, Braiman
NAYS: 0 - None
ABSENT: 2 - Reid, Kahn
PASSED: May 20 1991
APPROVED: May 20, 1991
ATTEST:
Vill&ee Clerk
o O
Bond #S200 -7736
We Behm Pavement Maintenance Incorporated
as PRINCIPAL, and
Uashington International Insurance Company as SURETY,
are held and firmly bound unto the above Local Agencies hereafter referred to as
"LA") in the penal sum of Three Hundred Thirty Thousand and Fifty
Dollars $$ 330.050.00 lawful money of
the United States, well and truly to be .paid unto said LA, for the payment of
which we bind ourselves, our heirs, executors, administrators, successors, jointly
to pay to the LA this sum under the conditions of this instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said Principal
has entered into a written contract with the LA acting through its awarding
authority for the construction of work on the above section, which contract is
hereby referred to and made a part hereof, as if written herein at length, and
whereby the said Principal has promised and agreed to perform said work in
accordance with the terms of.said contract, and has promised to pay all sums
of money due for any labor, materials, apparatus, fixtures or machinery furnished
to such Principal for the purpose of performing such work and has further agreed
to pay all direct and indirect damages to any person, firm, company or corporation
suffered or sustained on account of the performance of such work during the time
thereof and until such work is completed and accepted; and has further agreed that
this bond shall inure to the benefit of any person, firm, company, or corporation,
to whom any money may be due from the Principal, subcontractor or otherwise, for
any such labor, materials, apparatus, fixtures or machinery so furnished and that
suit may be maintained on such bond by any such person, firm, company, or corporation,
for the recovery of any such money.
NOW THEREFORE, if the said Principal shall well and truly perform said work in
accordance with the terms of said contract, and shall pay all sums of money due or
to become due for any labor, materials, apparatus, fixtures or machinery furnished
to him for the purpose of constructing such work, and shall commence and complete
the work within the time prescribed in said contract, and shall pay and discharge
all damages, direct and indirect, that may be suffered or sustained on account of
such work during the time of the performance thereof and until the said work shall
have been accepted, and shall hold the LA and its awarding authority harmless on
account of any such damages and shall in all respects fully and faithfully comply
with all the provisions, conditions, and requirements of said contract, then this
obligation to be void; otherwise to remain in full force and effect.
Municipalities
Arlington Heights Wheeling
Barrington Winnetka
Buffalo Grove
CONTRACT BOND
Glencoe
Glenview
Libertyville
Mount Prospect
Northfield
Strearnjood
Vernon Hills
Section 01- 00000 -GM
We Behm Pavement Maintenance Incorporated
as PRINCIPAL, and
Uashington International Insurance Company as SURETY,
are held and firmly bound unto the above Local Agencies hereafter referred to as
"LA") in the penal sum of Three Hundred Thirty Thousand and Fifty
Dollars $$ 330.050.00 lawful money of
the United States, well and truly to be .paid unto said LA, for the payment of
which we bind ourselves, our heirs, executors, administrators, successors, jointly
to pay to the LA this sum under the conditions of this instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said Principal
has entered into a written contract with the LA acting through its awarding
authority for the construction of work on the above section, which contract is
hereby referred to and made a part hereof, as if written herein at length, and
whereby the said Principal has promised and agreed to perform said work in
accordance with the terms of.said contract, and has promised to pay all sums
of money due for any labor, materials, apparatus, fixtures or machinery furnished
to such Principal for the purpose of performing such work and has further agreed
to pay all direct and indirect damages to any person, firm, company or corporation
suffered or sustained on account of the performance of such work during the time
thereof and until such work is completed and accepted; and has further agreed that
this bond shall inure to the benefit of any person, firm, company, or corporation,
to whom any money may be due from the Principal, subcontractor or otherwise, for
any such labor, materials, apparatus, fixtures or machinery so furnished and that
suit may be maintained on such bond by any such person, firm, company, or corporation,
for the recovery of any such money.
NOW THEREFORE, if the said Principal shall well and truly perform said work in
accordance with the terms of said contract, and shall pay all sums of money due or
to become due for any labor, materials, apparatus, fixtures or machinery furnished
to him for the purpose of constructing such work, and shall commence and complete
the work within the time prescribed in said contract, and shall pay and discharge
all damages, direct and indirect, that may be suffered or sustained on account of
such work during the time of the performance thereof and until the said work shall
have been accepted, and shall hold the LA and its awarding authority harmless on
account of any such damages and shall in all respects fully and faithfully comply
with all the provisions, conditions, and requirements of said contract, then this
obligation to be void; otherwise to remain in full force and effect.
s 0
Illinois Department
of Transportation
1. THIS AGREEMENT, made and concluded the
19 91 , between the _ Vi 11 age of
Contract
20th day of May
Buffalo Grove
acting by and through its Presi den and Village Board
Behm Pavement M ;_ntenance, Tnc.
or assigns, known as the party of the second part.
known as the party of the first part, and
his /their executors, administrators, successors
2. WITNESSETH: That for and in consideration of the payments and agreements mentioned in the Proposal
hereto attached, to be made and performed by the party of the first part, and according to the terms expressed in the
Bond referring to these presents, the party of the second part agrees with said party of the first part at his /their own
proper cost and expense to do all the work, furnish all materials and all labor necessary to complete the work in ac-
cordance with the plans and specifications hereinafter described, and in full compliance with all of the terms of this
agreement and the requirements of the Engineer under it.
3. And it is also understood and agreed that the Notice to Contractors, Special Provisions, Proposal and Contract
Bond hereto attached, and the Plans for Section __ 91- 00000 -00- P1
in Buffalo Grove , approved by the Department of Transportation of the
State of Illinois April 8 , 19 91 , are all essential documents of this contract and are a part hereof.
4. IN WITNESS WHEREOF, The said parties have executed these presents on the date above mentioned.
Attest: i ,I
Clerk
(Seal) ;
Attest:
Secretary
BLR 5710
The Vill amz of .
By -
_ ism Party of the First Part
(If a Corporation)
Corporate Name Behm Pavement Maintenance, In(
By /�'�
Pr ent Party of the Second Part
(If a Co- Partnership)
Partners doing Business under the firm name of
Party of the Second Part
(If an Individual)
Party of the Second Part
..IN TESTIMONY WHERE
Whe said PRINCIPAL and the sa�URETY have caused this
instrument "Co be signed by their respective officers�nd their corporate seals to
be hereunto affixed this Gth day of May A.D. 1991
PRII 011PAL
Behm Pavement maintenance, Inc.
Company Name (seal) Company Name seal
By /_ ,� t ewe 6y
ix Signature & Title Signature & Title
(If PRINCIPAL is a joint venture of two or more contractors, the company
names, seals and authorized signatures of each contractor must be affixed.)
SURETY
Washington International
Insurance Company By:
Name of Surety seal Signa of Attorney -in -Fact
J( o}il
STATE OF ILLINOIS,
COUNTY OF Lake
I ,
Carol A. Doughe rty , a Notary Public in and for said county, do
hereby certify that
William J. Behm and J. S. PoIll
insert names of individuals signing on behalf of PRINCIPAL & SURETY
who are each personally known to me to be the same persons whose names are subscribed
to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me
this day in person and acknowledged respectively, that they = signed, sealed, and
delivered said-instrument as their free and voluntary act for the uses and purposes
therein set forth
. Given under my hand and notarial seal
19 91.
My commission expi
CARCL A. DOU HERTY
ft. ^-y �. C
a of lilirnois
My Cc;n;r,s !on Ezoires lisiar
Approved this :"/ ;Zf._
Attest:
e
Clerk
�J
(Seal)
this 6th day of ma" A. D.
&�, ti
�No ary Public
day of A.D. 19
Aw n
Chairm / yo 'President
r/
i
PROP AL SURMITTiD ,#Y
CONIRAC10irS NAME
Sol 0 & e 176
ADDRESSC�ys�4/ 1.4k��z�, Goole
STATE OF ILLINOIS
NORTHWEST MUNICIPAL CONFERENCE
1616 E. Golf Road, Des Plaines, Illinois 60016
COOK COUNTY
=WX1KXQ1XCE= SPECIFICATIONS, x-4MIRX
WX35RM1XRREI0AM= CONTRACT PROPOSAL,
Gg�Gx� of ,v)?eAe,7-�a ovD
(Strike out that which is not applicable)
FOR
THE IMPROVEMENT OF
Various
(Street or Road Name)
STATE HIGHWAY NO.
COUNTY HIGHWAY NO.
EXTENSION TO COUNTY HIGHWAY NO.
SECTION NO. 91- 00000 -00 -GM
TO BE CONSTRUCTED UNDER
THE PROVISIONS OF
THE ILLINOIS HIGHWAY CODE
PASSED tg 91
Z G6"
NWdYJtaiWi
Executive Director
APPROVED
DEPARTMENT OF TRANSPORTATION
V ED ��0 21991
extxrltaoe
. 0 0
CHECK SHEET
FOR
SUPPLEMENTAL SPECIFICATIONS
AND RECURRING SPECIAL PROVISIONS
Adopted June 2, 1990
This Check Sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently
used RECURRING SPECIAL PROVISIONS, BRIDGE SPECIAL PROVISIONS and TRAFFIC CONTROL
ITEMS.
SUPPLEMENTAL SPECIFICATIONS
The
SUPPLEMENTAL SPECIFICATIONS listed below supplement the "Standard
Specifications
for Road and Bridge Construction ", adopted July 1, 1988.
All
SUPPLEMENTAL SPECIFICATIONS are applicable to and included, by reference, in
all
contracts advertised and awarded by the Department.
Std.
Spec.
PAGE
C.
NO.
ERRATA Standard Specifications for Road and Bridge Construction
(Adop. 7 -1 -88) (Rev. 6- 1- 90) ...............................
101
. .... .
Definition of Terms (Rev. 6- 1 -90)..
v
107
... „ ................
Legal Relations and Responsibility to� Public .. ........... ..........
...........
1
2
108
Failure to Complete the Work on Time (Rev. 6- 1- 90)........
3
208
Granular Embankment, Special ............................................ ..
4
212
.......
Subgrade..
217
.. ...........................
Final Shaping �Trimming, �and �Finishing
5
218
.... ...............................
Stabilized Subbase
6
301
......... ............................... .....� .......
Aggregate Base Course..
7
406
...... ........
Bituminous Concrete Binder and Surface Course, �Class �I ..................
8
9
408
Portland Cement Concrete Pavement....... ......
10
409
.....................
.. ... ...........
Continuously Reinforced Portland Cement Concrete Pavement............... .
11
410
Portland Cement Concrete Shoulders.......
12
501
Removal of Existing Structures..... .... ..........•....................
14
503
������������..... ..
Concrete Structures......
504
..... ...
Concrete For Structures And�Incid ental'Construction..*.......� ......� ..
..�
15
17
507
........
Steel Structures.
509
... .. ...........
Cleaning and Painting �Metal �Structures ........................
...............
18
21
511
........
Pipe Culverts
513
.:.......... ..............................
Test Piles............
22
603
................. ...............................
............ ..
Storm Sewers
23
607
........ .........................
Pipe Drains and Pipe �Underdrains.........
24
620
.............................
Pavement Patching ........................ ...............................
25
26
632
....
Delineators....
659
... ............ ............................ .....
Lime Stabilized Soil Mixture
27
28
674
.. ............................... .......
Bituminous Curb
675
.............. ......................:.o...... .... ...
Fabric For Ground Stabilization ...........................
32
33
676
....
�
Silt Filter Fence
35
703
........................ ..............................
Fine Aggregates .......... ...................:.......
36
704
............
Coarse Aggregate....
705
...... ......... ......:....
. .... .. .. . ............
Stone, Concrete Blocks and Broken Concrete for Erosion�Protec tion,
37
Sediment Control and Rockfill :.............
38
........................
1 of 3
4809I/1
0 Q
CHECK
SHEET # PAGE
NO.
30
31
....... ...... ........................... ............
Reserved... � � �
Pavement Rehabilitation by the Heat-Scarify-Overlay Method (Eff. 4- 1 -84).
102
103
32
Single Pass Asphalt Repaving (Eff. 4- 1- 84) ...............................
105
33
.
Reserved .................................. ..............................
107
103
34
Reserved ................. ............................... .......... ......
109
35
36
..... ... .......
� .. .. .......... ...... • �
Reserved ................ � � �
Traffic Barrier Terminal Type 3B( G. R. E. A. T. System) (Eff.10- 1- 86)......
110
37
Slipformed Parapet 'gall (Eff. 11- 22 -82) (Rev. 6- 1- 90) ....................
111
38
Insertion Lining of Pile Culverts (Eff. 6 -1 -84) (Rev. 4- 1- 89) .............
113
39
Use of Geotechnical Fabric for'French Drains (Eff. 4- 15 -82)
40
(Rev. 7- 1 -88) .
Measurement of Pavement �Marking �Quantities � (Eff.�7- 1- 87) .................
115
116
41
Reserved .................................. ...............................
117
118
42
Reserved.. .. ... ...............................
Wall �Drain � (Eff.�11- 1 -86)
119
43
Geocomposite� .. . ...............................
120
44
Haul Road Strean Crossings (Eff. 1- 1- 88) .................................
121
45
46
Reserved ....... . .......................... .... . ........ . ................
Portland Cement Concrete Patching Mixture (Eff.10- 1 -84)
47
(Rev. 5- 1 -86).. .......................
Asphalt Quantities and �Cost �Reviews � (Eff.�7- 1- 88)........................
122
124
48
Crack Sealing Bituminous Pavement (Eff. 2- 15 -88) (Rev. 6- 1- 90) ...........
125
49
Crack and Joint Sealing Jointed P. C. Concrete Pavement
(Eff. 2- 15 -88) (Rev. 6- 1- 90) ......... ...............................
126
50
51
..... ... ..........
.... ...... .... .. . �
Reserved......... .... . � �
Filter Fabric For Use WithRiprap( Eff. 4- 1- 88)(Rev.12- 1- 88)...........
128
129
52
Crack and Joint Sealing Continuously Reinforced P. C. Concrete Pavement
(Eff. 2- 15 -88) (Rev. 6- 1- 90).......................................
132
134
53
Aggregate Type B Base Course (Eff. 12- 5- 88 ) ..............................
BRIDGE SPECIAL PROVISIONS
BSP -1 Bridge Seat Sealer (Eff. 7 -1 -71) (Rev. 10- 1 -83). .. ...... 135
BSP -2 Portland Cement Mortar Fairing Course (Eff. 1- 2- 80) ................... 136
BSP -3 Concrete Joint Sealer (Eff. 7- 1- 71) ..... . ..................... 137
BSP -4 Elastic Joint Filler (Eff. 7 -1 -71) (Rev. 10-1-86) ................... 139
BSP -5 Deck Slab Repairs (Eff. 1 -2 -80) (Rev. 6 -1 -90) .... . .. ........... 140
BSP -6 Waterproofing Membrane System (Eff. 4- 15 -74) (Rev.7- 1- 88)............ 143
BSP -7 Finishing Cast -in -Place Concrete Bridge Floors (Eff. 7- 1- 71) .......... 149
BSP -8 Sand Backfill (Eff. 7 -1 -71) (Rev. 12- 1- 75 .) ............................ 150
BSP -9 Reserved.. �
.. . .......... ............................... 151
BSP -10 Temporary Bridge Rail (Eff.• � �
1- 2- 80)... ..... .. .... .................. 152
BSP -11 Epoxy Grouting of Anchor Rods and Bars (Eff.7- 1 -73)
(Rev..6- 1- 90) ................ ... .. .............. ........... 154
BSP -12 Texturing Concrete Bridge Decks (Eff. 7 -1 -77) (Rev. 5- 1- 87)........
BSP -13 Bituminous Density Test on Bridge Decks (Eff. 2- 15 -78)
(Rev. 6- 1 -90). . ....... ...................... 155
BSP -14 Epoxy Crack Sealing �(Eff.10 -1 -83) (Rev. 6- 1- 90)....................... 156
BSP -15 Epoxy Mortar Repair (Eff: 10 -1 -83) (Rev. 6- 1- 90) ...................... 157
BSP -16 Reserved ............................... ............................... 158
3of3
0 �
Illinois De�arU'i'f
Of 'j'fdll5ppf-Ld-on _ Special Provisions
The following Special Provisions supplement the "Standard Specifications for the Road
and Bridge Construction." adopted July 1, 1988
the "Supplemental Specifications and Recurring Special Provisions," adopted
June 2, 1990 (as indicated on the check sheet included herein),
the "Standard Specifications for Traffic Control Items," adopted April 1, 1989
and the latest edition of the }Illinois Manual on Uniform Traffic Control Devices for
Streets and Highways" in effect on the date of invitation for bids. These special
provisions included herein apply to and govern the proposed improvement designated
as Section 91- 00000 -00 -GM and in case of conflict with any part or parts of said
specifications, said special provisions shall take precedent and shall govern.
1 0 C, - . I I
TO: Potential Bidders for Crack Sealing Services
FROM:
Brian C. Nigbor, NWMC Purchasing
SUBJECT: Bid Request for Crack Sealing Services
DATE: March 27, 1991
The Northwest Municipal Conference, a regional council
of governments serving 34 municipalities and 5
townships in north and northwest Cook County, is seeking
bids for pavement crack sealing.
You are invited to review the attached specifications
and submit a bid which will be publicly opened at the
Northwest Municipal Conference Office Oakton College
Campus, 1616 E. Golf Road, Des Plaines, IL on Thursday,
April 18, 1991 at 2:00 P.M. Sealed bids must be
received prior to opening in an envelope labeled
"Bid for Crack Sealing Services."
Please review the attached materials carefully. Feel
free to contact the NWMC office if you have questions
or require clarification on any points.
ms
enc.
I. FORM OF BID
Sealed bids will be received in the Northwest Municipal Conference
office until time of opening at 2:00 P.M., April 18, 1991 for
furnishing materials and services required by this contract.
Proposals shall be submitted on the forms provided herein, and shall
be enclosed in a sealed envelope marked "PROPOSAL FOR CRACK
SEALING SERVICES."
Unless a bidder has previously been awarded the NWMC crack sealing
contract, bids must be accompanied by evidence substantiating
bidder as having been regularly engaged in business similar to
that herein specified and are fully prepared with the necessary
capital, materials, machinery and manpower to conduct the work
described.
Bidders must quote on all items appearing on the "Bid Form."
Failure to bid on an item may disqualify bid. Bids presented in
terms other than those described on the "Bid Form" may disqualify
bid.
Bids shall be accompanied by a Proposal Guaranty in the form of a
certified check or bank cashier's check, payable to the Northwest
Municipal Conference of 50 of the total amount of the bid. Said
check is forfeited to the Northwest Municipal Conference if a
contract is awarded and the awardee does not furnish a satisfactory
Surety Bond for the com pletion of the work, and sign the contract
within ten days after the award of the contract (see attached).
Bids shall also be accompanied by an estimated schedule for the
completion of work required by this contract.
II. PRODUCT SPECIFICATIONS
Joint sealant shall be a mixture of virgin polymer, asphalt,
plasticizers, and inert reinforcing fillers that will form a
resilient and adhesive compound capable of effectively sealing
joints and cracks in concrete and asphalt pavements against the
infiltration of moisture and foreign material during cycles of
expansion and contraction with temperature changes and that will
not, at ambient temperatures, flow from the joint or be picked
up by vehicle tires.
Sealant shall conform to ASTM -D 3405 -78 or ASTM -D 1190 -74
specification. A copy of this specification is available upon
request from the Northwest Municipal Conference office.
o Q
Quantity - _12 municipalities will be participating in
this years Northwest Municipal Conference joint contract for crack
sealing services. The table below indicates the participating
jurisdictions and the amount of money each jurisdiction has
available for crack sealing.
III.
Arlington Hts.
Barrington
Buffalo Grove
Glencoe
Glenview
Libertyville
$100,000.00
10,000.00
30,000.00
12,500.00
4,800.00
60,0.00.00
Mt. Prospect
Northfield
Streamwood
Vernon Hills
Wheeling
Winnetka
$35,750.00
7,000.00
30,000.00
20,000.00
10,000.00
10,000.00
TOTAL = $330,050
In most instances street surfaces are asphalt and routing is re-
quired. A complete list of the streets to be sealed is available
upon request to the Northwest Municipal Conference at 296 -9200.
Contractors are asked to propose the number of pounds of sealant
they will apply for the amount of money available through this
contract. We assume one pound of sealant will fill approximately
4 foot of routed and 6 foot of unrouted crack.
SERVICE SPECIFICATIONS
1) Definition of Terms
Wherever the term "Owner" appears -in the following provisions
it shall be construed to mean the Northwest Municipal
Conference and its duly authorized representatives and the
municipalities that are.participating in the contract and
their duly authorized representatives.
Wherever herein the term "Director" is used it shall be
construed to mean the Director of Public Works or his
designated representative of the municipality in which the
work specified herein is performed.
Wherever herein the term "Contractor" is used, it shall be
construed to mean the company or individual to whom.the
contract is awarded and its superintendents, workmen, agents
or assignees.
Wherever herein the term "work" is used it shall be construed
to mean all phases of the operations required to completely
perform all parts of the work as described in the
specifications.
2) Control and Inspection of Work
All work performed by the Contractor shall be done in con -
formance with the specifications of this document or the
directions of the Director of the jurisdiciton in which work
is being conducted. The specifications of this document take
precedence unless the contractor, Director, and NWMC agree
otherwise. Any work or material that is found not to meet
the specifications of this document shall be redone or re-
placed at the Contractor's expense.
3) Notice to Director
Contractor shall notify the-Director of a municipality at
least three business days in advance of the commencement of
work in a municipality. Directors may require a "pre- work"
meeting with a "Contractor ".
4) Delivery and Storage of Sealant Material
The Contractor may be required to deliver the contract limit
of crack sealing material to a secure location designated by
the representative for the municipality prior to the commence-
ment of work in the municipality so that an inventory of said
material can be made.
5) Supervision at the Work Site
Contractor shall at all times have a foreman on the work
site(s) that is fluent in the use of the English language,
and who has full authority to act for the contractor and is
able to receive and execute orders from representatives of
the jurisdiction in which work is being conducted.
� o
6) Sequence and Speed of Work
Unless instructed otherwise by the Director of the
municipality in which work is being done, work shall continue
within a municipality on all consecutive weather permitting
non holiday weekdays until the contract limit for the
municipality hasbeen reached, or the Director indicates
work is to end. Workhours shall be limited to 7:00 AM thru
5:00 PM. Work within a municipality will proceed from highest
to lowest priority streets as indicated by the municipality.
7) Notice to Property Owners
Contractor shall notify property owners that might be in-
convenienced by Contractor work. Contractor will take
necessary steps to minimize any inconvenience contractor
work brings upon property owners.
8) Protection of Public and Private Property
Contractor will take precautions to avoid damage to public
or private property during all stages of Contractor's work.
9) Traffic Control
Contractor shall be responsible for traffic control during all
phases of work. Traffic control procedures shall be in
accordance with the Illinois Department of Transportation's
guidelines outlined in the latest edition of the standard
specifications for Road and Bridge Construction IDOT manual
on uniform Traffic Control Devices. Two way traffic will be
kept open on all roads during work.
10) Condition of Work Site During Work Hours
All machinery, equipment and materials of the Contractor shall
be situated so as not to endanger the public, or inconvenience
public travel on sidewalks open traffic lanes and other
throughways. Contractor's equipment and work operation shall
not cause unnecessary annoyance to the public.
11) Routing, Cleaning and Sealing of Cracks and Joints
The routing, cleaning and sealing of crack must be conducted
on the same day. The routing and cleaning of cracks prior to
the day of sealing shall not be permitted. The crack sealing
shall not be applied unless the ambient air temperature is
45 degrees F and rising.
At the locations indicated by the Director for a municipality,
the contractor will route-cracks to a minimum depth of 3/4"
and a width of 1/2 ".
o 0
Immediately before placing of'the sealant in the routed cracks,
the cracks shall be blown clean and dry with an air compressor
or other devices approved by the municipality. If.blowing
fails to provide a finished crack with the desired results
then wire brushing or sandblasting may be required followed
by blowing to provide bonding faces which are free of moisture,
dust and other contaminants.
All routed and unrouted cracks will be dry and free of loose
particles before sealant is applied. The sealant mixture shall
be heated in an applicator designed for this purpose with a
temperature controlling device. The sealant material shall be
constantly agitated in the applicator dispensing tank in order
to maintain a homogeneous mixture.
Sealant should be applied as hot as possible consistent with
the manufacturer's recommended pour temperature and safe
heating temperature (usually 390 degrees - 410 degrees F for,
this product). Cracks /joints should be slightly overfilled
with sealant and then squeegeed to conform to the level of the
existing pavement and leave a strip extending at least 1" to
either side of the crack.
12) Openina Sealed Streets to Traffic
Contractor shall not open sealed streets to traffic until
material has cured and will not be pulled up by vehicle tires,
or until the Director for the municipality has so instructed.
13) Street Sweeping
The municipality will provide street sweeping services on all
sealed streets.
In some jurisdictions vendors will be required to blow routed
materials to the side of roadway. Vendor will quote a service
charge for this extra activity for each individual
jurisdiction.
14) Overnight Storage of Equipment and Condition of Work Site
Work sites shall be restored to an orderly condition with no
loose debris and materials and equipment neatly arranged at the
end of each working day. Contractor will comply with Directors
instructions concerning overnight storage. Municipalities may
provide contractors with temporary storage space. In doing so
however, the Northwest Municipal Conference and the
municipality do not assume responsibility for materials and
equipment stored.
15) Return and - Collection of Sealant Containers
At the end of each work day, or before the commencement of the
next work day, the Contractor shall return empty sealant con-
tainers to the Director for the municipality, and collect an
inventory of sealant for use during the upcoming day.
16) Restoration of Work Areas
Upon completion of work, contractor shall restore the work
site area to a condition similar to that before work commenced.
Restoration shall include paved surfaces, lawns, and any
private or public property affected.
17) Completion
All work required by this contract shall be completed by
November 1 of the current year. If work remains incomplete
in some jurisdictions after November 1, the Directors from
those jurisdictions may deduct charges for each calendar day
after November 1 until work is completed. The deducted amount
will be based upon the original value of the work to be done in
the jurisdiction as provided in section 108.10 of the Illinois
Department of Transportation 1988 Standard Specifications for
Road and Bridge Construction.
18) NWMC*Administrative Fee
The NWMC is responsible for the development, execution, and
monitoring of the crack sealing program. The NWMC also serves
the contractor and participating jurisdictions by serving as a
contact point and liaison during the program. The NWMC is
compensated for program costs it incurs through payment, from
the Contractor, of an administrative fee. The fee varies with
the size of the contract and is calculated on the following
basis:
Fee = ($.008) (lbs. of sealant purchased)
One half of the fee is due before June 1 of the contract year
with the remainder due before''August 1.
IV. BILLING
All billings shall be sent to the municipality in which the
work took place for payment by that body. All prices quoted
herein shall be the uniform delivered price for all
municipalities participating in the contract for the
term of the contract. The Northwest Municipal Conference and
the municipalities participating in this contract are exempt
from all Illinois and municipal taxes.
This work will be paid for at the contract unit price per
pound of sealant applied for a total cost of $330,050.00 as
programmed for the routing and sealing of cracks in asphalt
and concrete pavement.
V. INSURANCE AND LEGAL CONDITIONS
1) Workers Compensation
C]
Prior to the commencement of any work under this contract,
the contractor shall supply certificates of insurance
covering_Workmen's Compensation, or satisfactory evidence
that this liability is otherwise taken care of in accordance
with Section 4 of the Illinois Workmen's Compensation Act
as amended.
Such protection shall be in force until all work required
under this contract is complete. Failure to maintain such
protection shall be considered a breach of contract.
2) Contractor's Insurance
The Contractor shall not start work under this contract
until he has obtained all insurance required under this
paragraph and such insurance has been approved by th-e Owner
nor shall the Contractor allow any Subcontractor to
commence work in his sub - contract until all similar
insurance required of the Sub - contractor has been so
obtained and approved. Such insurance shall be maintained
during the entire life of the contract.
This proof of insurance shall name as the insured, t:he
Owner, the Contractor, and Sub - contractor, and any
authorized representatives of the herein named for
claims for damages which may arise from operations
of said work, so as to impose liability on any here named
insured whether such operations be by himself or by
any Sub - contractor or by anyone directly or
indirectly employed by either, said claims to include those
made by any employee of said Contractor or Sub - contractor.
None of the following insurance provisions is intended to
preclude any common law indemnity.
a) Public liability bodily insurance of not less than Five
Hundred Thousand Dollars ($500,000.00) for injuries, in-
cluding death, to any one person. $1,000,000.00. each
occurrence and $1,000,000.00 aggregate limit.
b) Public liability property damage insurance of not less
than Five Hundred Thousand ($500,000.00) on account
of any one occurrence with an aggregate limit not less
than $1,000,000.00.
c) Automobile public liability bodily injury $500,000.00
each person, $1,000,000.00 each occurrence and
property damage $500,000.00 each occurrence.
0 0
d) Underground property damage and structural property
damage insurance on a single limit basis of not less
than Five Hundred Thousand ($.500,000.00).
e) Contractual insurance of the same limits as required
under paragraph (a).
The Contractor shall effect and maintain extended coverage
insurance equal in amount to the payments made on account
of the contract plus the retained percentage. Insurance
shall be made payable to the Owner.
Failure on the part of the Contractor to comply with the
insurance requirements shall not relieve him of the
liability thereunder.
The Contractor shall deposit said policies or true copies
thereof with the Owner.
3) Compliance with Laws
All work performed by the Contractor that is associated with
the fulfillment of this contract shall conform to the
terms of this document and the Illinois Department of
Transportation Standard specifications for Road and Bridge
Construction where this document is silent. The Contractor
will also comply with all federal, state, and local laws,
all rules and regulations, orders and decrees of any court,
administrative body or tribunal that effect the
performance of this contract. A partial list of
applicable laws includes the Illinois Toll Highway Act,
Workers' Compensation Laws, Fair Labor Standards Act,
Minimum Wage and Prevailing wage. Pleas of
misunderstanding or ignorance thereof will not be
considered.
4) Indemnification
The Contractor shall indemnify and hold harmless the
Owner, its directors, employees and agents and the member
municipalities/ townships of the Northwest Municipal
Conference from any and all claims, suits, actions and cost
of every nature or description, arising from, growing
out of or connected with the work to be performed under this
Contract, or on account of or in consequence of any neglect
in safeguarding said work or on account of or in consequence
of using unacceptable materials in performing said work,
or because of any act or omission, neglect or misconduct
of the'Contractor and his Sub - contractor(s) or because of
any claims or amount recovered by reason on any
infringement of any patent, trade mark or copyright or by
reason of the violation of any law, ordinance, order or
decree, and such indemnity shall not be limited by
reason of the enumeration of any insurance coverage
n o
herein provided. Nothing herein contained should be
construed as prohibiting the Owner, its directors, agents
or employees and the member municipalities /townships of the
Northwest Municipal Conference from defending
any actions or suit brought against them. The Contractor
shall likewise be liable for the cost and attorney's fees,
incurred by the Owner, its directors, agents or employees
and the member municipalities /townships of the Northwest
Municipal Conference, in defense of any such suit.
In any and all claims against the Owner, its directors,
agents or employees or the member municipalities/
townships of the Northwest Municipal. Conference by any
employee of the Contractor and Sub - contractor, anyone
directly or indirectly employed by any of them or anyone for
whose acts any of them may be liable, the indemnification
obligation under this provision shall not be limited in any
way by any limitation on the amounts of type of damages,
compensation or benefits payable by or for the Contractor or
any Sub - contractor under Worker's Compensation acts,
disability benefits acts or other employee benefit acts.
5) Contractor's Default
If the Contractor is unable to meet its contractual
obligations for any reason, including strikes and acts of
God, as set out in the contract documents, then the
Conference, at its option, may secure materials and /or
services from any other available source and any difference
in price shall be a liability of the Contractor and
payment of any differential shall be under such terms and
conditions which the Owner, in its sole discretion,
deems the most practical and cost effective method of
supply available to obtain the material.
6) Cancellation of Contract
The Owner reserves the right to terminate this contract -at
any time and for any reason during its period of
performance upon giving thirty (30) days written notice to
the Contractor of such cancellation.
0 0
However, the Owner reserves the right to cancel this
contract at any time, if the Owner judges work is not
progressing in a manner adequate for completion of work
within the time specified, and the Contractor neglects to
take sufficient steps, in the opinion of the Owner,
to improve the progress of work. The Owner also reserves
the right to cancel the contract any time if work is
not progressing in accordance with the specifications of
this contract. When cancellation of the contract occurs
because of any negligence on the part of the Contractor, the
Owner shall have full right and authority to take the work
out of the hands of the Contractor and employ other workmen
to complete the unfinished work, or to relet the same
to other contractors, and to deduct the expense occasioned
by such default from any money that may be due and owing to
the Contractor.
7) Assianment of Work
No part of the work herein specified shall be assigned
without the written consent of the Director, and in no
case shall such consent relieve the Contractor or his surety
from the obligations herein entered into by the same or
change the terms of this.agreement.
8) Term of Contract
Contract shall be in force from time of award until
all work required by this contract is completed, unless the
terms of the contract are honored and the right to cancel
as described in paragraphs 5 and 6 above have not
been exercised.
VI. AWARD OF CONTRACT
Award of contract will be based upon the total number
of pounds of sealant that will be applied for the contract
amount available. The contractor shall provide in the
schedule of prices the number of pounds of sealant to be
applied, and the per unit cost for sealant material
including all labor and other costs associated with
completely performing all parts of the contract described
here.
The Northwest Municipal Conference shall be responsible for
determining conformity with bid specifications. The Northwest
Municipal Conference reserves the right to reject any or all
bids and to waive technicalities. The Northwest Municipal
Conference's determination of what constitutes a technicality
will be final.
n o
The contract shall be deemed to have been awarded when
written.notice of award has been received by the intended
awardee from the Northwest Municipal Conference.
The successful bidder shall be required to submit a performance
bond, issued by a corporate surety licensed to do business
in the State of Illinois, to the Northwest Municipal Conference
office within ten (10) days of receipt of notification of
award by the Northwest Municipal Conference. The performance
bond shall be in the amount of 100% of the contract
face value.
0 �
State of Illinois
DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION
FOR
EMPLOYMENT PRACTICES
In addition to all other labor requirements set forth in this proposal and in the Standard
Specifications for Road and •Bridge Construction, adopted by the Department of Transportation, during
the performance of this contract, the contractor for itself, its assignees, and successors in interest
(hereinafter referred to as the "contractor ") agrees as follows:
I. SELECTION OF LABOR
The Contractor shall comply with all Illinois statutes pertaining to the selection of labor.
II. EQUAL EMPLOYMENT OPPORTUNITY
Luring the performance of this contract, the contractor agrees as follows:
(I) That it will not discriminate against any employee or app IIcant for employment because of
race, color, religion, sex, national origin, ancestry, age, marital status, physical or mental
handicap or unfavorable discharge from military service, and further that it will examine all job
classifications to determine if minority persons or women are underutilized and will take
appropriate affirmative action to rectify any such underuti I I zati on.
(2) That, if it hires additional employees in order to perform this contract or any portion
hereof, it will determine the availability of minorities and women in the area(s) from which it
may reasonably recruit and it will hire for each job classification for which employees are hired
In such a way that minorities and women are not underutilized.
(3) That, in all solicitations or advertisements for employees placed by it or on its behalf, it
will state that all applicants will be afforded equal opportunity without discrimination because
of race, color, religion, sex, national origin, ancestry, age, marital status, physical or mental
handicap or unfavorable discharge from military service.
(4) That it will send to each labor organization or representative of workers with which it has or
Is bound ty a collective bargaining or other agreement or understanding, a notice advising such
labor orcanization or representative of the contractor's obligations under the Illinois Human
Rights Act and the Department's Rules and Regu.iations. If any such labor organization or with
representative fails or refuses to cooperate frith the contractor in its efforts to comply
such Act and Rules and Regulations, the contractor will promptly so notify the Illinois Department
of Human Rights and the contracting agency and will recruit employees from other sources when
necessary to fulfill its obligations thereunder.
(5) That it will submit reports as required by the Department of Human Rights Rules and
Regulations, 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 Illinois Human Rights
Act and the Department's Rules and Regulations.
(6) That it will permit access to all relevant books, records, accounts and work sites by
personnel of the contracting agency and the Illinois Department of Human Rights for purposes of
Investigation to ascertain compliance with the Illinois Human Rights Act and the Department's
Rules and Regulations.
(7) That it will include verbatim or by reference the provisions of this clause in every
subcontract so that such provisions will be binding upon every such subcontractor. In the same
manner as with other provisions of thls.contract, the contractor will be liable for compliance
with appiicabie provisions of this clause by all its subcontractors; and further it will promptly
notify the contracting agency and the Illinois Department of Human Rights In the event any
subcontractor fails or refuses to comply therewith. 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.
LR 120
n
LJ
State of Illinois
DEPAMM OF TRANSPDRTATZON
This contract may be subject to "AN ACT regulating wages of laborers, mechanics and other workers
employed in any pm —r3-c works by the State, County, City or any public body or any political subdivision
or by anvane under contract for public works ", approved June 26, 1941, as amended, except that where a
prevailing wage violates a Federal law, order, or ruling, the rate conforming to the Federal law,
order, or ruling shall govern.
If it is determined that the "prevailing rate of wages" will be used for this contract, the following
conditions will be required:
Not less than the prevailing rate of wages as found by the (public body) or Department of
Labor or determined by a court on review shall be paid to all laborers, workers and mechanics
performing work under this contract. These prevailing rates of wages are included in this
contract.
The contractor and each subcontractor shall keep an accurate record showing the names and
occupations of all laborers, workers and umhamcs emploved by then on this contract, and
also showing the actual hourly wages paid to each of such persons.
The submission by the contractor and each subcontractor of payrolls, or copies thereof, is
not required. However, the contractor and each subcontractor shall preserve their weekly
payroll records for a period of three years from the date of completion of this contract.
If the Department of Labor revises the prevailing rate of hourly wages to be paid by the public
body, the revised rate as provided by the public bodv shall apply to this contract.
LR 121
(Rev. 1-90)
0 O
•� v�ivt /w
. ••q �ycs ,. oe nc,uoed in the contracts and [heir advertised ipenf�u ......... �• `�• toed In section 2 -t J,
Pr e.rat Hnq�Wgt Act (111.v�fte v. Stu. 1987, Ch. 48. par. J%-1), 16 a party, for the construction reconstruction. maintenance and/or repair of NLII
buildings or Public wrks .. ithin the State of Illinois which requires or involves the aapioyment o! laborers. *10"kers, and OeCh&ntci, and orner /ooeratont
Minimum woes, overtime rate and fringt benefits certtfted herein snail be paid. This Solt of Drtwi1inr wgts to be paid shall be posted by the contracto
in a prominent and easily accessible place at the site of wra. rhis determination is the Prover tv o the Illinois Department of labor and shall ��[ U
altered - ithout their consent in vriting.
NAME OF TRADE RG
ASBESTOS AST -MEC
ASBESTOS ABT -GEN
HT /FRST INSUL.
BOILERMAKERS
BRICKLAYERS
CLNRS,CKRS,PNTS
CARPENTERS
CEMENT MASONS
ELECTRICIANS
LINEMEN /OPR
GROUNCMEN
ELVTR CNSTRCTRS
GLAZIERS
MACHINERY MVRS
ORN IRON WRKRS
FENCE ERECTORS
STEEL ERECTORS
LABORERS
MACHINISTS
MARBLE SETTERS
OPER. ENGINEERS
.OPER. ENGINEERS
OPER. ENGINNERS
OPER. ENGINEERS
OPER. ENGINEERS
OPER. ENGINEERS
OPER. ENGINEERS
OPER. ENGINEERS
OPER. ENGINEERS
PAINTERS
PAINTERS (SIGN)
PiPEFITTERS
PLUMBERS
PLUMBERS - TECH
PLASTERERS
SPRINKLER FITTERS
GOOF ERS
SHEETMETAL WRKRS
SIGN HANGERS
NONE WORKERS
_ERRAZZO WORKER
'ILE LAYERS
'ILE HELPERS
"RUCK DRIVERS
_U`CK DRIVERS
-RUCK DR 1 VERS
-RUCK DRIVERS
-RUCK DRIVERS W
RUCK DRIVERS W
RUCK DR I VERS W
RUCK DRIVERS W
"ROCKERS -OLD MAT
"RUCKERS -BLD MAT
C
L
TYP S
BLD
BLD
BLD
BLD
BLD
BLO
ALL
ALL
BLD
ALL
ALL
BLO
BLD
BLD
ALL
ALL
ALL
ALL
BLD
BLD
BLD
BLD
BLD
BLD
HWY
HWY
HWY
HWY
HWY
BLD
BLD
BLD
BLD
BLD
BLD
BLD
BLD
BLD
BLD
BLD
BLD
BLD
BLD
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
1
2
3
4
1
2
3
4
5
1
2
3
4
1
2
3
4
1
2
HOURLY RATES
13ASIC
16.700
16.700
20.450
21.300
19.260
20.350
20.250
19.400
21.000
19.900
14.900
21.820
20.000
15.650
20.700
14.940
19.270
16.700
19.650
21.080
22.500
21.200
19.550
17.800
20.800
20.250
19.100
17.700
16.500
19.550
16.290
21.800
21.250
20.050
19.000
20.900
20.250
20.350
16.470
17.760
20.100
19.900
17.000
16.500
17.050
17.250
17.450
17.650
17.800
18.000
18.200
17.225
17.475
17.350
17.350
21.450
22.300
20.260
21.350
21.250
20.150
22.500
21.400
24.550
21.000
17.150
21.700
15.940
20.270
17.350
20.650
21.480
23.250
•a
20.300
16.540:
22.800
22.250
21.050
20.000
22.050
21.250
21.650
16.970
18.760
20.600
OVERTIME RATE
M-F 11A I SU111L
AFTER ALL ALL
8 HRS HRS HRS
HRLY FRINGE RATES
WLFR PENSN VACTN
1.5
1.5
2.0
2.170
2.150
.000
1.5
1.5
2.0
1.470
1.300
,000
1.5
1.5
2.0.
2.170
2.150
.000
2.0
2.0
2.0
2.760
2.000
.000
1.5
1.5
2.0
1.750
1.100
.000
1.5
1.5
2.0
2.150
1.350
.000
1.5
1.5
2.0
1.930
1.460
.000
2.0
2.0
2.0
3.150
1.730
.000
1.5
1.5
2.0
2.760
1.890
.000
1.5
2.0
2.0
2.398
1.692
1.512
1.5
2.0
2.0
1.810
.820
1.132
2.0
2.0
2.0
2.795
1.890
.000
1.5
2.0
2.0
1.850
'1:400
.000
2.0
2.0
2.0
3.070
3.400
.000
2.0
2.0
2.0
2.200
3.420
.000
1.5
1.5
2.0
2_200
1.820
.000
2.0
2.0
2.0
2.600
5.360
.000
1.5
1.5
2.0
1.470
1.300
.000
2.0
2.0
2.0
1.600
1.000
.000
1.5
1.5
2.0
1.700
1.000
.000
2.0
2.0
2.0
2.250
2.250
1.250
2.0
2.0
2.0
2.250
2.250
1.250
2.0
2.0
2.0
2.250
2.250
1.250
2.0
2.0
2.0
2.250
2.250
1.250
1.5
1.5
2.0
2.200
2.200
1.250
1.5
1.5
2.0
2.200
2.200
1.250
1.5
1.5
2.0
2.200
2.200
1.250
1.5
1.5
2.0
2.200
2.200
1.250
1.5
1.5
2.0
2.200
2.200
1.250
1.5
1.5
2.0
1.600
.950
.000
1.5
1.5
2.0
1.350
1.050
.000
1.5
1.5
2.0
2.250
1.750
.000
1.5
1.5
2.0
2.650
1.680
.000
1.5
1.5
2.0
2.250
1.250
.000
1:5
1.5
2.0
2.250
1.250
.000
2.0
2.0
2.0
2.450
2.100
.000
1.5
1.5
2.0
1.750
.750
.000
1.5
1.5
2.0
2.300
2.260
1.000
1.5
1.5
2.0
2.110
1.150
.000
1.5
1.5
2.0
1.750
1.100
.000
1.5
1.5
2.0
1.800
1.050
.000
115
1.5
2.0
1.550
1.550
.000
2.0
1.5
2.0
1.550
1.200
.000
1.5
1.5
2.0
2.400
1.300
.000
1.5
1.5
2.0
2_400
1.300
.000
1.5
1.5
2.0
2.400
1.300
.000
1.5
1.5
2.0
2.400
1.300
.000
1.5
1.�
2.0
1.750
1.525
.000
1.5
1.5
2.0
1.750
1.525
.000
1.5
1.5
2.0
1.750
1.525
.000
1.5
1.5
2.0
1.750
1.525
. OW
1.5
1.5
2.0
1.725
1.425
.00U
1.5
1.5
2.0
1.725
1 -479
.(kris
n o
Cook county
TRUCK DRIVERS w That part of the county West of Barrington Road.
The following list is considered as those days for which Aolfdar rages of wages for wort performed apply:
New tears Day. Memorial /Decoration Day. Fourth of July. Labor Day. Veterans Day Thanksgiving Oay� Christmas Day.
Generally, any of these holidays which fall ��unday is celebrated on the following lionday. Tanis then makes work performed on that Monday payable at tt.e
+pproortate overtime rate for holiday practice in A given local may alter certain days of celebration such as the day after Thanksgiving for
Veterans Day. If in doubt. Please check with IDOL.
EXPLANATION Of CLASSES
TRUCK DR1VfR - BUILDING. HEAVY AMU HIGHWAY CONSTRUCTION -COOK COUNTY
Class I. A -frame truck .hen useJ for transportation purposes: Air Compressors and Welding Machines, including those pulled by cars, pick -up trucks and
tractors; Ambulances: Barth watt lGCktrS' Batch Hbpperman: Car and crock Washers: Carry Alls: fort lifts and Roisters- Helpers- Mechanics lklpers and
N;rease n : Otl Olttrt0uton , Z -man operation; Pwwent flrmatars; Pole iratler, up to a0 feet: Power Matter tractors; Self- Prooftl4d Chip Soreader• Shipping ono
receiving Clerks aid Checkers: Skipman; Slurry Trucks. 2-am operation: Slurry trucks. Conveyor Operated 2 or 3 -man operation; teamsters, Unskilled Ouromen
Warehouseman and Ooeknen. (ruck Drivers havlfng wasting lights. barricades, and portable toilets oa the }ob site.
Class 2. Dispatcher: Dump Crets and Adgetors Crider lfyards: Oumpsters. Track Trucks, Euelfds. Hug Bottom Dump iunuPuliS or Turnatrailers when Pullingq other
that self - loading equipment or similar equipment.Ciedecal6 Cubic yarns: Mixer (rucks under I yards; ReadY -M11 Plant Hopper Operator; Winch trucks. 1 Aries.
Class 3. Dump Crets and Adgetors 7 yards and over' Ourosters. Track trucks. Euclids Nil Bottom Dump Turnatraflers or Turnagtlls when put lfng other than
self - loading agvipwent Or similar equipment over 19 cubic yards. Explosives and /or t:iss[on Material Trucks- Mixer (rucks 7 yards or over: Mobile Cranes worm 1,
in transit: Oil Distributors, I-man Operation: Pble Trailer, over e0 feet: Pole and Expandable trailers hauling material over 50 feet long; additional 5U9 pet
hour; Slurry trucks. 1 -man operation; Minch Trucks, 3laxles or more: Mechanic - Truck Welder and truck Painter.
Class a. Asphalt Plant Operators io areas where it has been past practice Dual- purpose vehicles, such as mounted crane trucks with ho
foreman: Master Mechanic; Self- loading egwhpfiwnt like P.S. and trucks with.seoops on the front. ist and accessories:
OPERATING ENGINEERS - BUILDING -COOK COUNTY
Class 1. Assistant Craft foreman: Craft foreman: Mechanic' Asphalt Plant: Asphalt Spreader; Autogrsde: Batch Plant: Senate (requires Two Engineers): buli,r
and throttle valve: Caisson Rigs. Central Redi -Nix Plant; Nombination Back Hoe front End - loader Machine: Compressor and Throttle valve: Concrete Breaker
Truck Mounted)-. Concrete Conveyor; Concrete Paver; Concrete Placer: Concrete Pump (truck Mounted); Concrete lover, Ganes, A11. Cranes, Concrete Br "erica
rane: Crusher, Stone - -etc.; Derricks. All; Derricks, traveling; formless Cu rO and butter Machine: Grader. Elevating: Grprtinq Machines- Highlift Shovels w
Front Endledder 1 -1 14 yd, anJ over: hoists. Elevator-, outside type rats and Pinion and similar machines• foists, one. two and three Orum: Hoists, two tuw(t,
One etetoor• Hydraulic Bac ►hoes• Hydraulic Boom (rucks: locomotives AI1: Motor Patrol' Pile Drivers and Skid Rig: Post Hole Oicger• Pre- Stress Machine• Pu+c
Squeere Crete: -scan■ Type Puros: Gypsum Sulker and Ouse: ilafstd and Blind Hole Drill; Rock Drill: Rota Mill Grinder: Scoops — Tractor Drawn: Slip -dog,
Paver; Straddle Buggies: lourmapwlt: Tractor with Book and Side bow: trenching Machines.
C1x s 2. Bobcat (over 314 cu. yd.): Boilers• Brick forklift; Broom, All Power Propelltd: Bulldozers; Concrete Mixer (Two Bag and Overt: Conveyor. Portably:
forklift Trucks; Greaser Engineer- Hiqnllft Shovels or front lm loaders under 2 -1 14 ya.: Hoists. Automatic: to tt ta, Inflde Fee lqh[ Elevators; yor. Sews
Dragyn Machine: Hoists. Tugger (Cngft Ortex; Rollers; All: Steam Generators; tractors, All: tractor Drawn vibratory Ro11er (Receives an /ad, Iona 1.50 oar
hour j: Pinch Trucks with 'A• frame.
Class J. Air Compressor - Combination - Sm411 Equipment Operator; Generators: Heaters Mechanical: Hoists. Inside Elevators - SRheostat Manual Contrail").
Hoists, Inside Elevators - Push Button with Automatic Odors; H rautic Power Units (Pile Driving and Extracting : Pumps.'over J (1 to 3 not to e■ceea • eot.t
of 300 f.t.); Pkrpt. Weil Points: Welding Maehfhes (2 tMuwgm 5 Winch ", a small Electric Drill Winches: Bobcat (up to and including 1/1 Cu. yd-).
Class a• Hoists- Inside Elevators, Push Bottom with Automatic Doors; Oilers. -Brick forklift.
OPERATING ENGINEERS -HEAVY ANO HiCF&AT -COOK COUNTY
Class 1. Craft foreman: Asphalt Plant. Asphalt Heater and Planer Combination' Asphalt Spreader; autograder, Belt Loader; Caisson Rigs. Car Ouroer: Centrau
Redt -Mix Plant: C40btnation Backhoe front Endleader Machine, (I cu. yd. Dackhoe Bucket or over or with attachments) Concrete Breaker ?Truck Mounted l:
Concrete Conveyor: Concrete Paver over IN Cu. ft.: Concrete lacer: Concrete Tube float: Cranes, all attachments' banes. Ham.ernead. Lindew, Peco t Macnon-
of a like nature- Crete Crane: Crusher. Stone. ttC•. Derricks. All: Derrick Boat %; Derricks. traveling- Dredges' Field Mechanic - Welder: formless Curb and
Gutter Machine: rradall and Machines of A like mature; Grader, Elevating; Grader. Motor Grader. Motor Aatrol Auto Patrol, Form Grader. Pull Grader
Subgrader; Guam Rail Post Driver Mounted' Hoists. One, Iwo and three Drum: Hydraulic Backhoes: Locomotive. III: Mucking Machine: Pile Drivers and Lila Ru :
Pre -Stns: Machine: pump Cretes Oual Ran ?Reguiret frequent lubrication and water): Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted: Rota MIT,
cinder: Slip -form Paver-7 Soil Test Drill Rig (truck Mounted); Straddle Bwggtes' Hydraulic Ielescooing form (funnel=: tractor Drawn Belt Loader: lract:,r -nth
Boom; Tractor -afire with AttaChrmtnts: trenching Machine- truck Mounted Concrete �ump with Boom; Railed or Iltind Hole: Drills (Tunnel Shaft); Undergrouna b:.rh,.0
and/or Miming Machines: Witeel Eacavator; Widener (APkd).
Class 1. Batch Plant: Bituminous Miner; Bobcats (over 314 Cu. Id.): Boiler and throttle Valve: Bulldozers: Car loader trailing Coney ors: Combination b.c.n
Front Endloader machine (less than l cu. yd. SackMe duo et or ever or with attachments) Compressor and Throttle Valve- Campy "tor, Common Receiver (:r:
Concrete Breaker or Hydro Hater; Concrete Grinding machine: Coney «e Miser or Paver IS 3`ertes to and Including 27 cur. ft. Concrete Spreader: Concrete uwrtng
machine. our lao•Marn cease, setting "aching mid Sealfr4 Machine: Conveyor Muck Cars (Ha land or Similar Type): finishinq machine - Concrete; Greaser Engnn ,rt :
Screw tt Shovels or Front Endloaand Hoist - Sower OragZiwg machine; Hydraulic Boon trucks (All Attaehmenlsl; Locomotives. Dinky. Puna Cretes:• Squtete
Screw Type Pumps, 4ypsum Balker and Pump; Roller, Asoha t; Rotary Snow Plows- Rotatilter, Seaman etc. seIfj- pproppeetied• Scoops - tractor Oratrn, SSeel!- ProweilrJ
Compactor; Spreader -Chip ' Stone. «t Scraper• Scraper - Palma Move in tandam (Regardless of Size� (Add 11.00 to t`)x t If hourly rate for each hour .,a
for each ■amine attached thereto. Add It. DO to Clots ll hourly rate for each hour?; tans Car heater. rectors. Push. Pulling Sheeps foot. Dist. Compactor.
etc. Tug Barns.
Class 3_ Boilers; Brooms. All Power Propelled; Lenten Supply fender: Compressor Cemnot Receiver (2); Concrete Miser (Two Bag and Over Comreyor, Pbrtatie:
f•rw -type tractors Used for ►b.nmiq SeedsMgi et C.; fireman Ow bailers: forklift trucks• Grouting Machine: Hoists. Automatic- Hoists. At Elevator%: Hoists.
tugger single Drum: Jeep Oiigers Ripe Jacking Macmtnrs; Post Hole Oiggee. Power Sr, L ¢rote Power Orivem; Pup Mills: Rollers. other than asphalt; Seed A•J
Stew slower: Steam tieitei'atGR: frump Mats mast: mtwo iruckt with 'A' Frame: Won {oats: Tamper - form -Rotor Ortven.
Class A. Air Compresscr Small and Large; Asonalt Spreader, Baaend Maw• Combination . Small Equipment Operator; Generators - Small SOkw and Udder:
Generators - large over 50aw: Heaters Mechanical: Hydraulic Power Unit ((Tile Driving, EAtratttnqq, or Orillnn94; Liqht Plants All (1 througn 5): Pumps
3' (1 to 3 :at to e.ceta a total of 160 ft.); Rrapt. Neil Points: iract•afre; Welding Machonss (Z through 5): inches. 1 Small Electric OrilI Winches: d.o.a,•
(up to and including 3/4 cu. ram
Class S. Oilers.
Other ClaSsifiratitas of Work:
for definition% of tlassificatiens not otherwise set out the Oeoartmewt generally has on file such definitions which are available. if there is ro such
out. t t D ow file, tee Bwpois of labor Statistics SIC Iist will be used. If A task to be performed is not subject to one of the classification% of pay set
out. the Department will upom Otimq contacted state which nehgnbertoq county has such a classification and Provide such rate. such rate being deemed to e. ask
by reference two this document. Hurther. if no such netgekportma fle
county rate applies to the task, the partmemt shall undertake a special detetsihnat$Co. swch
special deters UattOm poling them dseeied to have emisted under (his deisrz•iduttah.
Prevailing rat" of wages have Peeve determined for the following classifications which new oat Pe listed: barber, hairdresser and costrtologtat: baker:
bartender: coos (Coot. Sangamon►: elevator operator: food service worker (Cook. Sangamon. U of 1-C): furniture power (Gook janitor (Cook. liIst:
mamwtenahte worker-oossr plant' millwright: moving picture mackine operator: operating engineerstatlotury, seen*! or Cosa��anA enter Punt, floating
platform: patrol officer (Cook i; piludn per; railroad construction aw maintenance worker: security guard- stationary firenaw• sound technician;
telecommunication service technician: theetrical stale employee' tug boat operator• underwater diver; wail do lIen. I( a pro Uect requires these, or Any
classification nix listed. Please contact IDOL at Z11/78L1710 for wage rates or clanfications.
C
3
State of Illinois
DEPARTMENT OF TRANSPORTATION
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
PROPOSAL GUARANTY
102.09 Proposal Guarantv. Revise first paragraph and schedule of this Article to read:
"Each proposal shall be accompanied by a bank cashier's check or a properly certified check for
not less than 5 percent of the amount bid, or for the amount specified In the following schedule:
Amount of Bid
Proposal Guarantv
S up to
5,000
S 150
5,000
10,000
300
10,000
50,000
1,000
50,000
100,000
3,000
100,000
150,000
5,000
150,000
250,000
7,500
250,000
500,000
12,500
500,000
1,000,000
25,000
1,000,000
1,500,000
50,000
1,500,000
.2,000,000
75,000
2,000,000
3,000,000
100,000
3,000,000
5,000,000
150,000
5,000,000
7,500,000
250,000
7,500,000
10,000,000
400,000
10,000,000
15,000,000
500,000
15,000,000
20,000,000
600,000
20,000,000
25,000,000
700,000
25,000,000
30,000,000
800,000
30,000,000
35,000,000
900,000
over
35,000,000
1,000,000
103.03 Return of Proposal Guaranty. Delete the second paragraph of this Article.
R
3 i pi i
.o I
5;
9 nY _.ga
i u I
69 C ♦ y p 3
p
of Q.
sStio
• a
S
s
_ I•�I
s �
II
ice °1
e I ��
i�ga =3a 3to
°'�n
�� �:
� <
i � � _ • H
atT�3 ;expo
-o x a o
S S sn'o S
w i�ppp �
6
)x
�xaolYtt'oc
o z
is ff��aYH:
o -.1
�"•
N 9
€e=�
3pai
= S ��
s T
z
w ♦ u
^v om .g £..
°aO• °�f. •03 >
ggig E 33 _
, -- 70 s
�o••wn °R o
0 kir
U� Y °S o
O
;i O
°aifrn
x
:'
2
II
w i�ppp �
6
)x
:= f H f
it
°waz I
z
Q
�"•
N 9
' ^ 3i - - • a i �
<z
s T
zogQ
01
3Pys w it
c paT�
711
OT
D
0,
'9 i3 L -SS
q i"
//s0y9
z
�_
W
;y
�3• e
T
Dn
�N
T
, -- 70 s
�o••wn °R o
0 kir
U� Y °S o
O
;i O
°aifrn
V _1
i
io
:'
gggggg
II
w i�ppp �
6
)x
it
°waz I
z
Q
�"•
o
=�tieoi3
9 iggS'
<z
s s:a
c paT�
711
r
i - - -- ------
z
�_
A
3.=0
O
z
i
s
y
V _1
a i
L T
o
z
0
-i
{
M
D n
22 D
n r
oO �
n
o
-'
cn
z g
D
M
O
D
v
A
:'
gggggg
II
w i�ppp �
6
�teL
cf;i:a=
z
Q
3
o
=�tieoi3
9 iggS'
<z
s s:a
c paT�
i
a i
L T
o
z
0
-i
{
M
D n
22 D
n r
oO �
n
o
-'
cn
z g
D
M
O
D
v
A
II
i L
�teL
-1
-
i
-
�w
<z
=_
i
t
O
i
m
O
D
O
N
L, j
O
I i �'a "9 a %Q3ar�r
T.
• I .'x.;34 Hit
LOW Z film'!
IL
II ,� ti4 t
LU �► I: I I m �: t e: ss �tiis T
', I e r.aecnva ur°s p
i i i .-M III ! I;I
s c '
i � !
4
a q €age 9. CO.-
I >; _ _ >
-it IRL
Off
it � Ef z i� i y e i a �'
xgzaiY gists ' s I €° E�
4 . r
v i g
• j 9
f x Rrs
f! ;E a
dig
3
z d Y ?N SF X !. IL a
i
mx �
m #
m s s
::
r
< !i �=!e'It.
D ; Na<� B c Y�8 �!• °° r i
Z 'a I&P-1gl4i ° D _ 43 � g
qpi
_ _Y • sae
= p z ;i 3Sa`— 4
,j ; n `rt'' 14141414;4`
O T "•2Y3f8� !E l ;s q T .._. ........
c9 .! sot.
S A a ;���ig• �! _F 'r a� �
{p °? ; stj�9 f lak xa A �0
co I D t• =14
D T
z f°
n
T
Rio 9 —=[
I �
•
s
C 2
: A r �� z
9
n
m
e s
r
2 O
2 U•
Q - N
T �
Z> T
G —
>
O
JI i TI
• jj7, f e l
T
71 a > T
N •�
if
-p ww
�f
a 3�
cs
t
2
rtF r -3431 S3i :3> YY3 gr _• • s . u w -
` - z, -•;; °t; ' i x_ » ;, Ysa. tea s.- s =TIM
N c m #.1 s S�*.- e a ;': = -A. waA -14 P '-
_ g 4 f - -. . _
. D a � �Y �fge.e" � S:e ; p�•.S 4•Si�Y{ i= r .: 1•11 lit
lit I !f j -;.ff, s'= _f F etf
4:0 sj a�rs it qi$ t� i'.
t -_ f•p i- .;� �ps >Rts s ! ? =Sp � it � 6 f� 2
0 C �3•f iF� .t3 �a,sg i:a �:�� ;d;;��� Y ���� t3 i�i� 9:i g ; _ of
N ifijr.� �x ; i ssa c
is'e :gig: :'� ;s� �f:s f ` H
`LtT�p;af r� '�� r!•� g3 >�ltL �f3i•i asd� !�� E 7 s S ��
# r-r
Ifg ill. t q
f r>eaf ft i i
m ti
H
t
T
s
>
N
�
! ®� �
�2�
� � w�
� !
n
»
N
m
C
,
r
|
i
�
!
q «1 |" |
� | al
| 1; all
i
filly |i
|ƒ !
figs 3.4;
�
f ƒ
, ! ;� ,� ��f| � ■i
| I| '� &; ■! ¥�|
` ! �| �� ||k� ■i �!
��-
`
#|�k
: ■! | k
; a ■� � w #
e{| ) ]
||! : 2 J
2k 00
;y
{ k| ;e
` ƒ }� {2.z
) C)
`
J. kz
&�| k ;
. ;! J J
��` K <
2 a a
¢i� z
ZZ »
.fit !��§
■ |§ ■. °t ||
§�
�
|
I
a 9 .
.|
. % 2
�o ■
2
_ f
\8
� ||
|
I � ||
�
�
|
} �
■) `
, k !
§ .
■
!
|
|
! �
�
�
I
�
.fit !��§
■ |§ ■. °t ||
§�
�
|
I
a 9 .
.|
. % 2
�o ■
2
_ f
\8
� ||
|
I � ||
�
�
|
} �
■) `
, k !
§ .
■
!
|
|
i
i
: -° 3 •• a f3g•9 '.:
=3l�= 4� •f � `��� E�i�
�a8,3 8f Y4fg �5:� 9 ;4i
i:�34 Ui;
4lS�• e - •n �
x ^!'ra �_ �is� Vii=•
•�Poa ?fie- 3on3
ee 3� Ss: lilt-
Ei�
i zo
Y 4 r O • • �
ti3 a3 •3 x,if
•
2
•
E z; !4
!£• ai f �•
Y.
fe f
lip; Yc_
9i
!'•
� s
f ° 04
3 =
: tsc.i t:
§Z
-i
E s
:t
fl
€:Y
0
m
z
m
r-
r
z
O
m
to
dot3
a�•=1
0
$
0
g ��S
n
s�
0
s � »
Q j =r
4 4 =
i3
f `
a
E�
ffi
O-
0
O
O
O
O
0
x0
20
0
20
�0
�0
O
0
O
O
5o
O
0
0
0
0 :lw
O
0
O }
:Y.
0 i
404 tai
O �S
0
0o Ss�
0 i[0
00 I
O
0
-o,7
O
i V O
O
3�• O---L
f
x 00oo r
II = O OT f
= P
i 0 §
s
0
s —
: Y
x "" S% ® o
. f c
y E ti
F
v
F'
I�
4
»
4
0
_
��6 r
w 8
Q i
O
x0
}Its \
Sir =
$ fit
a
� Q
4 $
a
4
o�
o •
Illinois Department
of Transportation
' Proposal
j Municipality
Various as listed
Road Dist. cook Lake
court
y 91- 00000 -00 -GM
Section
1. Proposal of Behr Pavement Maintenance, Inc.
for the improvement of the above section by the construction of sealing approximately -1,260,000 lineal
feet of crack in asphalt and concrete pavement with routing to a depth of 3/4" and a
width of 1/2" being required in most instances.
a total distance of feet,
of which feet. ( miles ) are to be improved.
2. The plans for the proposed work are those prepared by Brian C. Nigbor, Project Coordinator,
Northwest Municipal Conference, 1616 E. Golf Road, Des Plaines, IL 60016
on
19_ .
and approved by the Department of Transportation
3. The specifications referred to herein are those prepared by the Department of Transportation and designated as "Standard
Specifications for Road and Bridge Construction" and the "Supplemental Specifications" there to, adopted and in effect on the
date of invitation for bids.
4. The undersigned agrees to accept, as part of the contract. the applicable Special Provisions indicated on the "Check Sheet
for Supplemental Specifications and Recurring Special Provisions" contained in this proposal.
5. The undersigned agrees to complete the work by December 31, 1991
unless additional time is granted in accordance with the specifications.
6. Accompanying this proposal proposal guaranty check, complying
with the specifications. made payable to the xxxxxxxxxxxxxxR4gaVjMrj5jc Northwest Municipal Conference.
The amount of the check is _ Five ^e rcent B; r r�nn �
5% Bid- Bond
7. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby
agreed that the check shall be forfeited to the awarding authority.
R1 Q 57n5 IQ&. A /AA%
8 Each ?a Y item should have a unit price and Ptal price.
9. The unit price shall govern if no total price is shown or if there is a discrepancy between the product of the unit price
multiplied by the quantity.
10. If a unit price is omitted. the total price will be divided by the quantity in order to establish a unit price.
11. A bid will be declared unacceptable if neither a unit price nor a total price is shown.
12. The undersigned firm certifies that it has not been convicted of bribery or attempting to bribe an officer or employee of the
State of Illinois. nor has the firm made an admission of guilt of such conduct which is a matter of record. nor has an official,
agent. or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the direction or
authorization of a responsible official of the firm. The undersigned firm further certifies that it is not barred from contracting
with any unit of State or local government as a result of a vioiation of State laws prohibiting bid- rigging or bid - rotating.
Attach Cashier's Check or Certified Check Here
In the event that one proposal guaranty check is intended to cover two or more proposals. the amount must be equal to the
sum of the proposal guaranties which would be required for each individual proposal
If the proposal guaranty check is placed in another proposal: state below where it may be found:
The or000sal auaranty cneck will be found in the proposal for: Section No. 91- 00000 -00 -GM
13. The undersigned submits herewith this schedule of prices covering the work to be performed under this contract:
SCHEDULE OF PRICES
(For complete information covering these items. see plans and specifications)
Number of II
Item ITEMS pounds of ��$ /lb. Total
No. '{
sealant ,PP lied I
launlied
for the routing and sealing or cracx in
1' {roadways with ASTM 3405 or 1190 sealant.
2.
Quote an as i i harge /lb. of sealant applied
':when the following extra labor is required.
When routed material is to be blown to the curb
a.
before sealant is applied.
b. When work occurs on arterial level streets
'requiring more involved traffic control measures
Surcharges are applied only to sealant used on the
NOTE !C� YPPt C rPauirinq the extra labor.
Carried Forward
II i
q7 0$330,050.00
xxxxxxxxxxxxxx :Std 9 ,/ lb i xxxxxxxxxxxx
ixxxxxxxiKxxxxxx i i$ . 0 9` lb � xxxxxxxxxxxx
i
I474ib
.978 I$830, 050.0
(If an individual)
(If a partnership)
n e
Signature of Bidder
Business Address
Firm Name
Signed by
Business Address
Insert
Names and
Addresses of
All Partners
(If a corporation)
Corporate Name -2ehm Palrament- -Ma ;rt r ac- , Inc
Signed By
President
Business Address 3010 R;ou to 176
Crystal Lave, IT. 5QO14
President i 11 i am J , Rehm
Insert
Names of Secretary William J. Rehm
Officers
Treasurer T i i 1 i am J. Behm
Attest:
Secretary