R-1291 - 08/27/2013 - PEDESTRIAN ACCESS - Resolutions RESOLUTION 2013-PED-ACCESS-CNSTRCT-R-1291
A RESOLUTION APPROVING AND AUTHORIZING THE AWARD AND EXECUTION OF A
CONSTRUCTION CONTRACT WITH KOVILIC CONSTRUCTION FOR PROJECT E OF THE
PEDESTRIAN ACCESS PROJECT
WHEREAS, the Village desires to improve pedestrian and bicycle access to the Oakbrook Center
and the hotels, offices, businesses, universities, and residential developments located adjacent to or near
the Oakbrook Center (collectively, "Oakbrook Center Area Businesses") through implementation of 10
related infrastructure projects collectively known as the Pedestrian Access Project (collectively,
"Project"); and
WHEREAS, as part of the Project, the Village solicited bids to construct a crosswalk to traverse
16th Street in the vicinity of the main entrance to the Oak Brook Club ("Project B"); and
WHEREAS, the Village also solicited bids for improvements to be made to the sidewalks,
pedestrian crossings, and lighting in the vicinity of Spring Road and Commerce Drive ("Project E"); and
WHEREAS, the Village received 3 bids for construction services for Project B and Project E; and
WHEREAS, the bids to provide construction services for Project B were significantly higher than
the estimates provided by the Village's engineering consultant; and
WHEREAS, the Village staff has recommended that the Board of Trustees reject all three bids to
provide construction services for Project B and re-solicit for bids for Project B at a later time; and
WHEREAS, Kovilic Construction was the lowest responsive and responsible bidder to provide
construction services for Project E in an amount not to exceed $266,075; and
WHEREAS, the President and Board of Trustees have determined that it is in the best interests of
the Village to award a construction contract to Kovilic Construction for Project E in substantially the form
attached hereto as Exhibit A;
NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows:
Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part
of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook.
Section 2: Resection of Bids. The bids received by the Village for construction services for
Project B are hereby rejected.
Section 3: Approval of Purchase. The purchase of construction services from Kovilic
Construction to complete the Work in a total amount not to exceed $266,075 shall be, and is hereby,
approved.
Section 4: Approval of the Contract. The President and Board of Trustees hereby approve
the Construction Contract by and between the Village and Kovilic Construction in substantially the form
attached hereto as Exhibit A and in a final form acceptable to the Village Manager and the Village
Attorney.
Section 5: Authorization and Execution of the Contract. The Village President and Village
Clerk shall be, and hereby are, authorized to execute the final Construction Contract on behalf of the
Resolution 2013-PED-ACCESS-CNSTRCT-R-1291
Award of Contract to Kovilic Construction
Page 2 of 3
Village after review and approval of the final form of the Contract by the Village Manager and the Village
Attorney.
Section 6: Effective Date. This Resolution shall be in full force and effect upon passage and
approval in the manner provided by law.
APPROVED THIS 27th day of August, 2013
Gopal G. Lalmalani
Village President
PASSED THIS 27th day of August, 2013
Ayes: Trustees Adler, Baar, Manzo, Moy, Wolin, Yusuf
Nays: None
Absent: None
ATTEST:
t `
Charlotte K. Pruss
Village Clerk
CIO
��UN
EXHIBIT A
CONSTRUCTION CONTRACT
#25573657 vl
Project Manual for:
Village of Oak Brook
Pedestrian Circulation Improvements
Oak Brook, Illinois
Issued For Bidding
July 24, 2013
Prepared for:
OF 0 A k
221 W.Jefferson Avenue
vPG� 49 9Q
Naperville,Illinois 60540 -Z' p
630.961.1787
8 �
hitchtockdesigngroup.com G o
,c 1
ti
V
CF cam- �
Village of Oak Brook
1200 Oak Brook Road
Oak Brook,Illinois 60523
In association with:
Engineering Resource Associates, Inc.
3S 701 West Avenue,Suite 150
Warrenville,Illinois 60555
Project:03-0745-013-01-06
Planning
landwpeArchlceme klProjemvoos 10745-villageof0ak Brook\013-Pedestrian Drulatan RnalftignTSWificalionl,Pmdads1080001 ProjeaManual Coventim
NOTICE TO BIDDERS
Posted on the Village website on July 24, 2013:
The Village of Oak Brook will receive bids for:
Pedestrian Circulation Improvements
Sealed bids will be received by Rania Serences, Senior Purchasing Assistant, Village of
Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 until 10:00 A.M., Wednesday,
August 14, 2013, prevailing time, and publicly opened in the Samuel E. Dean Board
Room at that time.
A complete bid package, of which this notice is a part, is available after 8 am on July 24,
2013 from Accurate Repro, Inc., 2368 Corporate Lane, Naperville, IL 60563, 630-428-
4433, www.accuraterepro.com. A non-refundable fee equal to Accurate Repro, Inc.'s
charge for printing the documents will be charged for each requested bid package.
No bid shall be withdrawn after opening of bids without the consent of the Village of Oak
Brook for a period of ninety (90) days after the scheduled time of opening bids.
The Village of Oak Brook reserves the right to reject any or all bids and to waive any
informalities in bidding and to accept the bid deemed most advantageous to it.
Charlotte K. Pruss
Village Clerk
Pedestrian Circulation Improvements
NOTICE TO BIDDERS
G. The contractor further declares that he has carefully examined this entire Bid
Package and he has inspected in detail the site of the proposed work, and that he
has familiarized himself with all of the local conditions affecting the contract and the
detailed requirements of this work and understands that in making the bid he
waives all rights to plead a misunderstanding regarding same.
H. The contractor further understands and agrees that if his bid is accepted, he is to
furnish and provide all necessary machinery, tools, apparatus, and other means to
do all of the work and to furnish all of the materials specified in the contract, except
such materials as are to be furnished by the owner (Village), in the manner and at
the time therein prescribed, and in accordance with the requirements therein set
forth.
I. The contractor declares that he understands that the quantities listed on the Bid are
approximate only and that they are subject to increase or decrease; and that he will
take in full payment thereof the amount and the summation of the actual quantities,
as fully determined by the Village.
J. The contractor further agrees that the price submitted within the bid is for the
purpose of obtaining a gross sum, and for use in computing the value of extras and
deductions. If there is a discrepancy between the gross sum bid and that resulting
from the summations of the quantities multiplied by the unit price, the latter shall
apply.
K. The contractor further agrees that if the Village decides to extend or shorten the
work, or otherwise alter it by extras or deductions, including elimination of one or
more of the items, as provided in the specifications, he will perform the work as
altered, increased or decreased, at the contract unit price.
L. The contractor further agrees that the Owner's representative may at any time
during the progress of the work covered by this Contract, order other work or
materials incidental thereto and that all such work and materials as do not appear in
the bid or contract as a specific item covered by a unit price, and which are not
included under the bid price for other items in the Contract, shall be performed as
extra work, and compensation shall be as set forth in the specifications.
M. The contractor further agrees to execute all documents within this Bid Package,
obtain a Certificate of Insurance for this work and present all of these documents
within fifteen (15) days after the receipt of the Notice of Award and the Contract by
him.
N. The contractor further agrees that he and his surety will execute and present within
fifteen (15) days after the receipt of the Notice of Award and the Contract, a
Contract bond satisfactory to and in the form prescribed by the Village, in the penal
amount of 100% of the Contract amount, guaranteeing the faithful performance of
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 2
BIDDING REQUIREMENTS
INSTRUCTIONS TO BIDDERS
1. RECEIPT OF BID: Wednesday, August 14, 2013, 10:00 A.M.
2. BASIS OF BID: Sealed bids will be received until the above noted time and date
3. PROJECT DESCRIPTION: Pedestrian Circulation Improvements
4. PREPARATION AND SUBMISSION OF BID:
A. The bid must be delivered to the office of Rania Serences, Senior Purchasing
Assistant, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 on or
before Wednesday, August 14, 2013, at 10:00 A.M., prevailing time, at which
time it will be publicly opened and read in the S. E. Dean Board Room of the Village
Hall. Bids received after this time will not be considered and will be returned
unopened.
B. The bid shall be submitted on the exact form furnished. All blank spaces for bid
price and unit costs must be filled in--in ink--in both words and figures (as
stipulated). In case of any discrepancy in the amount proposed, the prices
expressed in written words shall govern.
C. A complete bid package must be submitted, including the following items:
1. Bid Form
2. Schedule of Unit Prices
3. Statement of Qualifications
4. References
5. Bid Certification
6. Bid Security
D. The Contract and Contract Bond (Performance and Payment) are provided as
information, and will be completed only upon acceptance of the bid by the Village.
The surety company issuing the Contract Bond must be listed and approved by the
U.S. Department of the Treasury. Letters of Credit will not be accepted in place of
the Contract Bond.
E. Separate sheets may be attached to the bid for the purpose of explanation,
exception, and to qualify the unit prices, if needed.
F. In submitting this bid, the contractor further declares that the only person or party
interested in the bid as principals are those named herein, and that the bid is made
without collusion with any other person, firm or corporation.
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 1
INTRODUCTORY INFORMATION
TABLE OF CONTENTS
INTRODUCTORY INFORMATION
Table of Contents
List of Drawings
Notice to Bidders
BIDDING REQUIREMENTS
Instructions to Bidders
Bid Form
Schedule of Unit Prices — Bid A
Schedule of Unit Prices — Bid B
Statement of Contractor's Qualifications
References
Bid Certification
CONTRACTING REQUIREMENTS
Contract
Sexual Harassment Certificate
Drug-Free Workplace
Prevailing Wage Affidavit
Certificate of Payroll Records
Contract Bond
GENERAL REQUIREMENTS
Summary of Work and General Requirements
SPECIFICATIONS
Mobilization
Pre-Construction Video Taping
Traffic Control, Maintenance of Traffic, Detours
Construction Layout, Staking and As-Builts
Inlet and Pipe Protection
Tree Removal
Removal of Existing Pavement and Appurtances
Relocate Street Sign, Relocate Existing Regulatory Sign
Concrete Curb and Gutter
Concrete Sidewalk
Detectable Warnings
Decorative Concrete Paving Crosswalk
Pavement Patching
Concrete Retaining Wall
Thermoplastic Pavement Marking
Sodding
Site Furnishings
Light Bollard Complete
Wall Light Fixture for Concrete Retaining Wall
Pedestrian Circulation Improvements
TABLE OF CONTENTS 1
LIST OF DRAWINGS
Graphic documents bound separately from the project manual entitled Village of Oak
Brook, Pedestrian Circulation Improvements, dated July 24, 2013 are hereby made a
part of the Contract Documents. The drawings include:
Sheet Number Sheet Name
1 General Notes and Summary of Quantities
2-4 Traffic Control and Staging Plan
5-6 Site Preparation and Removals
7-8 Layout and Materials
9-10 Grading
11-12 Landscape and Striping
13-15 Construction Details
16-17 Electrical and Traffic Signals
18 Electrical and Traffic Signal Details
19-21 IDOT Standard Details
Pedestrian Circulation Improvements
LIST OF DRAWINGS
Metered Control Cabinet
Actuated Pedestrian Warning Flasher
Remove Existing Traffic Signal Equipment
Relocate Existing Street Light
Pedestrian Circulation Improvements
TABLE OF CONTENTS 2
BID FORM
—
Pedestrian Circulation Improvements
1. COST OF WORK:
The undersigned, acting for and on behalf of contractor and having familiarized himself
with conditions affecting the cost of the work and its performance and having carefully
examined and fully understood the entire bid package, hereby affirms and agrees to
enter into a contract with the Village of Oak Brook, Oak Brook, IL.
To provide all supervision, labor, material, equipment and all other expense items to
completely perform the work covered by all specifications for the work.
Having read the Specifications and examined the Drawings entitled:
Pedestrian Circulation Improvements
The undersigned submits herewith his bid for the indicated item as follows:
Prepared by Hitchcock Design Group for the construction of said Project and having
also received, read, and taken into account all ADDENDA thereto as follows: ** (LIST
IN THE FOLLOWING SPACES, THE NUMBER OF AND DATE OF EACH
ADDENDUM RECEIVED.)
ADDENDUM NOS.:
and having inspected the site and the conditions affecting and governing the
construction of the Project Work, the undersigned proposes to furnish all material and
perform all labor, as specified and described in the Specifications and as shown in the
Drawings, for the following stipulated sums:
(ENTER AMOUNTS FROM SCHEDULE OF PRICES)
BID A— 16TH STREET:
TOTAL MATERIALS AND LABOR FOR THE SUM OF:
J
IMF F10D.
w
Pedestrian Circulation Improvements
BID FORM
BID B —SPRING ROAD/COMMERCE DRIVE:
TOTAL MATERIALS AND LABOR FOR THE SUM OF:
la I�U died S%,X�V� ow a� Koh f-Y r i✓e DOLLARS
BASE BID TOTAL (BID A PLUS BID B):
TOTAL MATERIALS AND LABOR FOR THE SUM OF:
zS
The Village of Oak Brook reserves the right to reject any or all bids and to waive any
informalities in bidding and to accept the bid deemed most advantageous to it.
2. COSTS:
The undersigned contractor hereby affirms and states the prices quoted herein
constitute the total cost to the Village for all work involved in the respective items and
that this cost also includes all insurance, royalties, transportation charges, use of all
tools and equipment, superintendence, overhead expense, all profits and all other
work, services and conditions necessarily involved in the work to be done and
materials to be furnished in accordance with the requirements of the contract
documents considered severally and collectively. This bid shall be held valid for a
period of ninety (90) days after the bid due date.
3. INSTRUCTIONS:
The undersigned contractor shall comply with all provisions and requirements of this
Bid Package.
4. TIME OF COMPLETION:
The undersigned affirms and declares that if awarded the contract for this work he will
completely perform said contract in strict accordance with its terms and conditions by
November 1, 2013, unless additional time shall be granted by the Village in
accordance with the provisions of the specifications. Should the contractor fail to
complete the work by said date or within such extended time as may have been
allowed, the contractor shall be liable to the Village in the amount set forth in the
specifications.
Pedestrian Circulation Improvements
BID FORM 2
5. BID SECURITY:
Attached to this Proposal is a bid bond, certified check, or cashier's check for 10% of
the total Base Bid made payable to the Village of Oak Brook.
Insert amount:
DOLLARS
If this Proposal is accepted and the Bidder fails to execute a Contract with the Own-
er, the full amount of the security will be forfeited to the Owner as payment of dam-
age due to delay. If this Proposal is not accepted, the security will be returned to the
Bidder within 30 days of the execution of the Contract with the successful Bidder.
Firm Name:
Address:
City, State, ZIP: �,v�r,� f oa /L �nl>ei
Signature: -'' /�---
Name Printed:
Title: s
Telephone: 1� � (v�0- �'9� Date:�c`3�/z/�ys3
If a Corporation:
ATTEST:
Secretary
Pedestrian Circulation Improvements
BID FORM 3
SCHEDULE OF UNIT PRICES
Bid A- 16th Street
Description I Unit Quantity Unit Price T Extended Price
General Conditions
Mobilization L SUM 1 1�oma lG cxov
_ Preconstruction Video Taping L SUM j,S� a
Traffic Control and Protection L SUM 1 S'jo�c d8 c
Construction Layout,Staking and As-builts L SUM 1 od !SD d
Site Preparation and Removals
Inlet Protection EACH 3
Pavement Removal SQYD 50
Curb and Gutter Removal FOOT 90
Relocate Existing Street Sin EACH 1 ZC34> o
Curbs,Paving and Walls
Concrete Curb and Gutter,Type M-4.12 FOOT 50 v Z Oao
Concrete Curb and Gutter,Type B-9.12 FOOT 70 3C-1 1.S 00
Concrete Barrier Curb, 18 inch FOOT 25 100 Z50a
Concrete Sidewalk SQ FT 200 d 2aoo
Detectable Warnings SQ FT 70
Decorative Concrete Paving Crosswalk SQ FT 415 15 6 Z7.5
Pavement Patch SQ YD 10 'Z
Thermoplastic Pavement Marking Line,6 Inch FOOT 100 a o
Landscape and Fumishin s
Topsoil SQ YD 25 C7 Z 0
Sod 80 Yo 00 4000
Lighting and Signals
Relocate Existing Street Light EACH 1 6.6900 pJp
Electircal Service Installation EACH 1 oa
Electric Cable In Conduit,XLP/USE,3-1/C#4 FOOT 100 O 096
Electric Cable In Conduit,XLP/USE,2-1/C#12,#14G FOOT 130 S. t'(OD
Underground Conduit,Galvanized, 1-1/2" FOOT 90 to tz 6)D
Underground Conduit,Galvanized, 1" FOOT 110 ( lei v
Metered Control Cabinet EACH 1 0'&n OW
Actuated Pedestrian Warning Flasher EACH 2 a
81D A TOTAL: Ii 3-7'5
__ Page 1 of 1
SCHEDULE OF UNIT PRICES
-- Bid B -Spring Road/Commerce Drive
Description Unit Quantity Unit Price Extended Price
General Conditions
Mobilization L SUM /r.V
Preconstruction Video Taping L SUM 1 Z rc"> sa&
Traffic Control and Protection L SUM 1 ovd 40000%0
Construction Layout,Staking and As-builts L SUM ROO DAJ
Site Preparation and Removals
Inlet Protection EACH 3
Pavement Removal SQYD 290 '7 -7,
0
Sidewalk Removal SQ FT 1,440 J
Curb and Gutter Removal FOOT 110 O
Pavement Marking Removal SQ FT 225 ! L
Stone Cobble Removal SQ FT 465 2 d
Tree Removal EACH 1 p0 S mo
Relocate Existing Regulatory Sin EACH 2 ( sv ?jod
Curbs,Paving and Walls
Concrete Curb and Gutter,Type M-4.12 FOOT 75 V 2
Concrete Curb and Gutter,Type B-6.12 FOOT 20 5e 6,Qo
Concrete Curb and Gutter,Type B-9.12 FOOT 230 30 6 OD
Solic Concrete Median Nosing SQ FT 25 ZO V&
Concrete Sidewalk SQ FT 3,300 `7 23 loo'
Detectable Warnings SQ FT 110 2s Z.?!,'o
Decorative Concrete Paving Crosswalk SQ FT 1,125 Sp 22 °b
Pavement Patch SQ YD 15 2470 3 0,C>a
Concrete Retaining Wall FOOT 150 21°0 O D a
Thermoplastic Pavement Marking Line,4 Inch FOOT 275
-- Thermoplastic Pavement Marking Line,6 Inch FOOT 330 1 3 2.D
Thermoplastic Pavement Marking Line,24 Inch FOOT 70 00
Landscape and Furnishings
Topsoil SQ YD 135 d
Sod SQ YD 265
Bench EACH 1 meo
Trash Receptacle EACH 1 -75a
Page 1 of 2
Lighting and Signals
Light Bollard Complete EACH 14 Ua+7
Wall Light Fixture Complete EACH 6 75v rya
Electircal Service Installation EACH 1 e>4, des6
Electric Cable In Conduit,XLP/USE,3-1/C#4 FOOT 95 c z 56
Electric Cable In Conduit,XLP/USE,2-1/C#12,#14G FOOT 100 26 ZDc-,o
Underground Conduit,Galvanized, 1-1/2" FOOT 175 Za 15-0 e)
Underground Conduit,Galvanized, 1" FOOT 80 f cg
Metered Control Cabinet EACH 1 Is.50e:l I 3 oa
Actuated Pedestrian Warning Flasher EACH 2 19,00.0
Detection Loop Replacement FOOT 95 O 2 45 a
Pedestrian Push Bufton EACH 4 i.0 000
Traffic Signal Post,Galvanized, 16 ft EACH 1 Z t90 f as
Signal Head,LED,2-face,5-Section,Bracket Mounted EACH 1 D
Ped.Signal Head,LED, 1-face,bracket mounted,countdown EACH 4 _ ocaD OoD
Unit Duct,XLP/USE(3-#10,#12G),3/4" FOOT 770 Da
Conduit Embedded in Structure, PVC,3/4" FOOT 145
Electric Cable In Conduit,XLP/USE(3-#10,#12G) FOOT 155 1"7
Remove Existing Traffic Signal Equipment L SUM 1 IDOO
Maintain Ex.Traffic Signal Installation L SUM 1 o poa
Rebuild Existing Handhole EACH 3 dO0 IjOD
Junction Box EACH 2 !10 00 a
,Exploritory Excavation EACH 2 o d !Dpa
BID B TOTAL: 2 �°�O/ 0-7 1
Page 2 of 2
STATEMENT OF CONTRACTOR'S QUALIFICATIONS
Contractor shall have five (5) years of experience which is comparable in type and
—
scope to this project.
All questions must be answered and the data given must be clear and comprehensive.
This statement must be notarized. If necessary, questions may be answered on separate
attached sheets. The Contractor may submit any additional information he or she desires.
1. Name of Contractor:
2. Permanent main office address: �i►Z� �,g�o�� -3. C=�,o,,,Y/,,Z,
3. When organized:
/G roD/3f
4. If a corporation, where incorporated:
5. How many years have you been engaged in the contracting business under your
present firm or trade name: !S
6. Contracts on hand: (Schedule these, showin�g,�amount of each contract and the
appropriate anticipated dates of completion) �g� �
_ 7. General character of work performed by your company: -�w�„a.,�
8. Have you ever defaulted on a contract: 41o,
9. List, on an attached sheet, the more important projects recently completed by your
company, stating the approximate cost for each, and the month and year
completed. Include a contact person and phone#for each.
10. List our major equipment available for this contract
11. Experience in work similar in importances to this project:
�iryE��
12. Background and experience of the principal members of your organization,
includingJhe.!offiicers.
13. Credit available: ;�K _ �z
— Pedestrian Circulation Improvements
STATEMENT OF CONTRACTOR'S QUALIFICATIONS 1
14. Bank reference:
15. Will you, upon request, fill out`2 detailed financial statement and furnish any other
information that may be required by the Village of Oak Brook: '�� .
16. The undersigned hereby authorizes and requests any person, firm, or corporation
to furnish any information requested by the Village of Oak Brook in verification of
the recitals comprising this Statement of Contractor's Qualifications.
na
DATED at �� �..�, , Illinois this /Z ..day of C L"I'l ' 2013.
By.
Title
STATE OF ILLINOIS )
) SS.
COUNTY OF c )
being duly sworn deposes and says that he is the
��Q�SFn /`rte of and that the answers to the foregoing
questions and all statements therein contained are true and correct.
SUBSCRIBED and sworn to before me this lZ '=� day of
2013.
M 110644
ENo?tarY CIAL SEAL"
O KOVILIC Notary Public
ic,State of Illinoisn Expires 01/11/2016
Pedestrian Circulation Improvements
STATEMENT OF CONTRACTOR'S QUALIFICATIONS 2
REFERENCES
Bidder shall supply the following information listing at least five customers for which the bidder
has supplied a similar type of commodities, service, or construction.
1. Company Nam-e:
Address:
Phone#:
Contact:
2. Company Name:
Address:
Phone#:
Contact:
3. Company Name:
Address:
Phone #:
Contact:
4. Company Name:
Address:
Phone#:
Contact:
5. Company Name:
Address:
Phone#:
Contact:
Pedestrian Circulation Improvements
REFERENCES 1
Proiect References (2008-2012)—Kovilic Construction Co.,Inc
U.S. Department of the Interior—Canyon Ferry Dam Spillway Concrete Apron Repair; Contract
No. R11PC60267(KCC Job#394)
Description: Project consisted of the removal and replacement of concrete
along the Canyon Ferry Dam Spillway in Lewis and Clark
County,Montana.
Associated Trades: Concrete and Traffic Control and Protection
Initial Contract Amount: $387,600.00
Final Contract Amount: $387,600.00
Explanation of Cost Variance: N/A
Completion Time: 14 Months(Completed November 2012)
Owner: U.S. Department of the Interior
Bureau of Reclamation
316 North 26th, Street
Billings,MT 59101
P.O.C.: U.S. Department of the Interior
Bureau of Reclamation
Attn: Ms. Gerri Voto-Braun, Contracting Officer
316 North 2e, Street
Billings,MT 59101
(406)247-7809 Ph.
Project Manager: Wayne Gardner
Village of Glencoe—Sheridan Road/Maple Hill Avenue Bridge Repair Project(KCC Job#408)
Description: Project consisted of the removal and replacement of cap
stones ranging in size from 38"x36"x12"to 66"x24"x12",
the removal and replacement of stone railing and the re-
pointing of mortar at the Sheridan Road/Maple Hill Avenue
Bridge in Glencoe, IL.
Associated Trades: Masonry, Traffic Control and Protection and Tuck Pointing
Initial Contract Amount: $79,770.00
1
Final Contract Amount: $96,520.00
Explanation of Cost Variance: An owner-initiated change order was generated to facilitate
additional quantities from the amount bid.
Completion Time: 1 Month(Completed October 2012)
Owner: Village of Glencoe
675 Village Court
Glencoe,IL 60022
P.O.C.: Village of Glencoe
Attn: Mr. John Houde, Owner's Representative
675 Village Court
Glencoe, IL 60022
(847) 835-4111 Ph.
(847) 835-4234 Fax
johnh@villageofglencoe.org
Project Manager: Danilo Kovilic
Downers Grove Sanitary District—Digester 4 & 5 Masonry Veneer Repairs (KCC Job#407)
Description: Project consisted of the pressure washing and water repellent
coating of brick veneer on digesters and digester building
and coping stone on digester building; selective re-pointing
of existing masonry; selective brick removal and
replacement;the installation of brick vents at top and bottom
of masonry veneer at digesters;the resealing of masonry
joints;pressure washing and waterproofing coating of
concrete cap,pilasters and exposed corbel on digesters;
partial depth patching of concrete pilaster and the repainting
of existing roller box cover plates.
Associated Trades: Concrete,Joint Sealing,Masonry, Painting, Tuck Pointing
and Waterproofing Operations
Initial Contract Amount: $99,725.00
Final Contract Amount: $99,505.30
Explanation of Cost Variance: A change order was generated to accommodate a reduction
in final quantities from the amount bid.
Completion Time: 2 Months(Completed October 2012)
2
Owner: Downers Grove Sanitary District
Attn: Mr. Jeff Barta,Maintenance Supervisor
2710 Curtiss Street
Downers Grove, IL 60515
(630) 969-0664 Ph.
(630) 969-0827 Fax
jbarta @dgsd.org
P.O.C.: Baxter& Woodman Consulting Engineers
Attn: Mr. Raymond N. Koenig, P.E.
8840 West 192nd Street
Mokena, IL 60448
(708)478-2090 Ph.
(708)478-8710 Fax
rkoenig @baxterwoodman.org
Project Manager: Danilo Kovilic
Thorn Creek Basin Sanitary District—Steger Road Lift Station Improvements (KCC Job#395)
Description: Project consisted of the removal and replacement of a
wastewater grinder and frame inside an existing lift station
wet well,modifications to the existing wet well including the
fabrication and installation of two work platforms and
associated structural supports,associated electrical work and
site restoration.
Associated Trades: Asphalt Paving, Bypass Pumping, Concrete,Electrical, Site
Restoration and Steel
Initial Contract Amount: $139,000.00
Final Contract Amount: $139,000.00
Explanation of Cost Variance: NIA
Completion Time: 6 Months(Completed May 2012)
Owner: Thorn Creek Basin Sanitary District
Attn: Mr. John McDonnell,District Engineer
700 West End Avenue
Chicago Heights, IL 60411
(708) 754-0525 (ext. 14)Ph.
3
(708) 754-3940 Fax
jmcdonnell @thorncreekbasin.org
P.O.C.: Baxter& Woodman Consulting Engineers
Attn: Mr. Raymond N. Koenig, P.E.
8840 West 192nd Street
Mokena, IL 60448
(708)478-2090 Ph.
(708)478-8710 Fax
rkoenig @baxterwoodman.org
Project Manager: Danilo Kovilic
U.S. Army Corps of Engineers,Chicago District—Hoffmann Dam,Section 206,Phase I.(KCC Job
#377)
Description: Project consisted of the complete removal of two dam
spillways within the Des Plaines River in LaGrange and
River Forest, Illinois. Appurtenant work scopes included
clearing and grubbing,the installation of an aggregate road
and access way and landscape restoration.
Associated Trades: Clearing and Grubbing, Demolition, Landscape Restoration,
Traffic Control and Protection and Tree Removals
Initial Contract Amount: $499,053.00
Final Contract Amount: $496,512.00
Explanation of Cost Variance: A change order was generated to facilitate a reduction in
quantities from the amount bid.
Completion Time: 1 Year(Completed May 2012)
Owner: U.S.Army Corps of Engineers, Chicago District
111 North Canal Street, Suite 600
Chicago, IL 60606-7206
P.O.C.: U.S. Army Corps of Engineers, Chicago District
Attn: Ms. Regina Blair, Contracting Officer
111 North Canal Street, Suite 600
Chicago, IL 60606-7206
(312) 846-5371 Ph.
Regina.G.Blair @usace.army.mil
4
Project Manager: Rod Kovilic
Forest Preserve District of DuPage County—Willowbrook Trail Bridge Replacement(KCC Job
#397)
Description: Project consisted of the removal and replacement of a 30%
long by 10'-wide pedestrian steel bridge with timber
decking,repairs to existing concrete abutments and
associated trail re-grading following installation.
Associated Trades: Concrete, Demolition, Trucking/Hauling, Removal and
Steel
Initial Contract Amount: $39,600.00
Final Contract Amount: $39,600.00
Explanation of Cost Variance: N/A
Completion Time: 2 Months(Completed February 2012; actual onsite
operations consisted of 1 workday)
Owner: Forest Preserve District of DuPage County
3S580 Naperville Road
Wheaton, IL 60189-8761
P.O.C.: Forest Preserve District of DuPage County
Attn: Mr. Ross Hill, P.E.
3S580 Naperville Road
Wheaton, IL 60189-8761
(630) 933-7200 Ph.
(630)933-7204 Fax
Project Manager: Danilo Kovilic
Children's Memorial Hospital—Emergency Masonry Wall Repair Project(KCC Job#MISC-CMH-
2011-2)
Description: On December 2&,2011, an SUV hit the North wall of
Children's Memorial Hospital, causing considerable impact
to the adjacent brick masonry column. The base of the
column was heavily damaged and displaced inward. Kovilic
Construction Co., Inc. was hired by Power Construction Co.,
5
LLC (resident G.C. to Children's Memorial Hospital)to
install temporary shoring followed by the complete
rebuilding of the column and wall area adjacent to the
column.
Initial Contract Amount: N/A(This was a T&M project; hourly rates were provided
for and approved by owner prior to mobilization. Material
charges were limited to a 15%markup for overhead and
profit.)
Final Contract Amount: $43,916.61
Explanation of Cost Variance: N/A
Completion Time: 2 Weeks (Completed January 2012)
Owner: Children's Memorial Hospital
Attn: Mr. Alan Kruse, Facilities Management
2300 Children's Plaza
Chicago, IL 60614
(773) 868-8277 Ph.
P.O.C.: Wiss,Janney, Elstner Associates, Inc.
Attn: Mr. Pete Popovic, P.E., S.E.
330 Pfingsten Road
Northbrook, IL 60062-2095
(847) 272-7400 Ph.
Power Construction Company, LLC
Attn: Mr. Ryan Gusewelle, Senior Project Manager
2360 Palmer Drive
Schaumburg, IL 60173
(847)214-6376 Ph.
Project Manager: Danilo Kovilic
Illinois Department of Transportation—Contract No.60M84,Item#68(September 2011 Letting)
(KCC Job#392)
Description: Project consisted of various bridge repairs to the structure
carrying IL Route 1 (Halsted Street)over the Little Calumet
River in Chicago, IL. Specifically,these repairs consisted of
the removal and replacement of parapet railings,bridge
washing and protective coating applications, structural steel
6
repairs to the underside of the bridge including the
replacement of several gusset plates and bolts, structural
concrete repairs to existing abutments, epoxy crack
injections,the removal and replacement of several rubber
fender absorbers along the south abutment wall and traffic
control and protection measures, as required.
Associated Trades: Concrete, Epoxy Injections, Painting, Steel and Traffic
Control and Protection
Initial Contract Amount: $317,651.00
Final Contract Amount: $313,440.00
Explanation of Cost Variance: A change order was generated to accommodate a reduction
in final quantities from the amount bid.
Completion Time: 1 Month(Completed November 2011)
Owner: Illinois Department of Transportation
2300 South Dirksen Parkway
Springfield, IL 62764
P.O.C.: Illinois Department of Transportation
Attn: Mr. Edward McGuire,R.E.
537 W. Taft Drive
South Holland, IL 60473
(708) 339-4838 Ph.
(708) 906-7110 Cell
(708) 339-5229 Fax
Edward.McGuire @Illinois.gov
Project Manager: Danilo Kovilic
Solomon Schechter Day School—Plaza and Parking Garage Repairs (KCC Job#386)
Description: Project consisted of full and partial depth concrete repairs,
the removal and replacement of concrete topping slabs, the
replacement of several concrete planks; the installation of
several steel beams and columns for structural support in the
existing parking garage, epoxy-crack injections, sealant and
waterproofing applications and the re-pointing of
deteriorated mortar joints.
7
Associated Trades: Caulking, Concrete,Tuck Pointing, Steel and Waterproofmg
Membrane Applications
Initial Contract Amount: $319,600.00
Final Contract Amount: $368,328.00
Explanation of Cost Variance: A change order was generated to facilitate additional
quantities and work scopes.
Completion Time: 4 Months(Completed October 2011)
Owner: Solomon Schechter Day School
Attn: Mr. Leonid Arlinsky, Director of Buildings&Grounds
3210 Dundee Road
Northbrook, IL 60062
(847) 772-5665 Ph.
P.O.C.: Wiss, Janney,Elstner Associates, Inc.
Attn: Mr. Andrew Doane, P.E.
330 Pfingsten Road
Northbrook, IL 60062-2095
(847)272-7400 Ph.
Project Manager: Danilo Kovilic
Northwestern University—Entrance Drive Rebuilding at Rebecca Crown Memorial Center(KCC
Job#378)
Description: Project consisted of the removal and replacement of the
concrete slab-on-grade at the entrance drive,the down ramp
to building and the loading dock/parking garage entrance of
the Rebecca Crown Memorial Center;the rebuilding of
several trench drains along with the replacement of trench
grates,the removal and replacement of an asphalt parking lot
and the removal and replacement of concrete sidewalk,
driveway, apron and curbs.
Associated Trades: Asphalt Paving, Concrete,Demolition,Removals,
Restoration, Striping and Traffic Control and Protection
Initial Contract Amount: $149,900.00
Final Contract Amount: $125,206.49
8
Explanation of Cost Variance: $24,693.51 was credited to the owner for unused
contingency funds.
Completion Time: 3 Months(Completed October 2011; this project was
implemented in three intermittent phases at the instruction of
the owner. The first phase was implemented in November
2010;the second phase was implemented in August 2011
and the third phase was implemented in September 2011.)
Owner: Northwestern University
Attn: Mr. Paul Zack, Facilities Management
2020 Ridge Avenue
Evanston, IL 60201
(847) 815-4714 Ph.
P.O.C.: Wiss,Janney,Elstner Associates, Inc.
Attn: Mr. Pete Popovic, P.E., S.E.
330 Pfmgsten Road
Northbrook, IL 60062-2095
(847)272-7400 Ph.
Project Manager: Danilo Kovilic
Illinois Department of Transportation—Contract No. 78220,Item#87(September 2010 Letting)
(KCC Job#380)#
Description: Project consisted of structural steel repairs and other
miscellaneous items of work on the bridge carrying I-57
(Northbound and Southbound)over the Mississippi River in
Alexander County. Specifically,the work included in this
contract consisted of the replacement of a cracked truss
member. Prior to replacing the member, several strong-back
beams were installed to support the floor beam directly
below the cracked truss member. Traffic was reduced to one
lane during these operations. Once the strong-back beams
were loaded,the truss member was replaced approximately
120' above the roadway deck.
Associated Trades: Steel and Traffic Control and Protection
Initial Contract Amount: $456,400.00
2011 MOT Contractor of the Year—Award of Excellence Recipient.
9
Final Contract Amount: $456,400.00
Explanation of Cost Variance: N/A
Completion Time: 1 Month(Completed October 2011)
Owner: Illinois Department of Transportation
2300 South Dirksen Parkway
Springfield, IL 62764
P.O.C.: Illinois Department of Transportation
District 9
Attn: Mr. Ben Wills, R.E.
State Transportation Building
P.O. Box 100
Carbondale, IL 62903-0100
(618) 549-2171 Ph.
(618) 534-1798 Cell
Project Manager: Wayne Gardner
U.S.Fish and Wildlife Service—Contract No. F11PS00344,Pedestrian Bridge at Canaan Valley
National Wildlife Refuge(KCC Job#388)
Description: Project consisted of the supply and installation of a
pedestrian bridge at the Canaan Valley National Wildlife
Refuge in Davis, West Virginia.
Associated Trades: Concrete,Earthwork/Excavation, Grading, H-Pile
Installations, Restoration and Steel
Initial Contract Amount: $289,300.00
Final Contract Amount: $325,537.30
Explanation of Cost Variance: A change order was generated to facilitate additional riprap
installations.
Completion Time: 4 months (Completed October 2011)
Owner: U.S. Fish and Wildlife Service
Contracting and General Services
300 Westgate Center Drive
Hadley, MA 01035-9589
10
P.O.C.: U.S. Fish and Wildlife Service
Attn: Ms. Marsha Browning, C.O.
300 Westgate Center Drive
Hadley,MA 01035-9589
(413)253-8236 Ph.
(413)253-8450 Fax
Marsha—Browning@fws.gov
Project Manager: Wayne Gardner
South Elementary School—Bid Group#1C—Bid Package#05: Steel—Structural& Miscellaneous
(KCC Job#383)
Description: Project consisted of the fabrication and installation of
structural and miscellaneous steel components at South
Elementary School in Des Plaines, IL.
Associated Trades: Steel
Initial Contract Amount: $215,600.00
Final Contract Amount: $215,600.00
Explanation of Cost Variance: N/A
Completion Time: 3 Months(Completed August 2011)
Owner: Community Consolidated School District#62
777 East Algonquin Road
Des Plaines, IL 60016
P.O.C.: Wight Construction
2500 North Frontage Road
Darien, IL 60561
(630) 969-7000 Ph.
Project Manager: Rod Kovilic
Children's Memorial Hospital—Parking Garage Repairs at 467 W. Deming Place,Chicago,IL
(KCC Job#379)
Description: Project consisted of the removal of deteriorated concrete at
failed repairs and unrepaired areas, including partial depth
slab concrete removal, full depth slab concrete removal,
concrete removal on overhead surfaces, concrete removal on
11
vertical surfaces and concrete removal on slab edges;
sandblast cleaning and epoxy coating of exposed
reinforcement;recasting the sections with structural
concrete,injecting cracks with epoxy,the installation/repair
of a protective membrane system and the replacement of
drain covers at an existing three-story parking garage.
Kovilic Construction Co., Inc.was also responsible for
procuring all applicable permits from the City of Chicago for
this scope of work.
Associated Trades: Concrete, Demolition,Epoxy Injections, Removals,
Shotcrete, Steel, Trucking, Removals, Restoration and
Waterproofing Membrane Applications
Initial Contract Amount: $310,000.00
Final Contract Amount: $298,492.00
Explanation of Cost Variance: A change order was generated to accommodate a reduction
in final quantities from the amount bid.
Completion Time: 3 Months(Completed March 2011)
Owner: Children's Memorial Hospital
Attn: Mr. Roger Johnson,Facilities Management
2300 Children's Plaza
Chicago, IL 60614
(773) 880-3389 Ph.
P.O.C.: Wiss,Janney,Elstner Associates, Inc.
Attn: Mr. Pete Popovic, P.E., S.E.
330 Pfingsten Road
Northbrook, IL 60062-2095
(847)272-7400 Ph.
Project Manager: Danilo Kovilic
Bel Oaks Condominium Association—Structural Repair of the Exterior Walkway at 6961 N.
Oakley Avenue,Chicago,IL(KCC Job#353)
Description: Project consisted of the removal and replacement of concrete
(full depth)at drain locations (second and third floors of
exterior walkways),the replacement of several deteriorated
channel-shaped beams,the installation of surface-mounted
plates at selected locations to reinforce the slab structure,
12
sandblasting of corroded areas of the steel deck and
repainting of the entire steel deck to mitigate corrosion,the
installation of post base repairs to address deterioration at
forty handrail post bases, the replacement of severely
corroded sections of the bottom horizontal C-shaped channel
of the handrail,the replacement of loose fasteners connecting
the handrail to the brick masonry at ten locations,the
replacement of severely corroded drain pipes and the
installation of a waterproofing membrane at new concrete
areas, followed by a recoating of the entire walkway slab
area to provide a uniform appearance and uniform topcoat,
including the replacement of all sealant along the edge of the
channel beam flange and the concrete.
Associated Trades: Concrete, Demolition,Painting, Removals, Sandblasting,
Steel and Waterproofing Membrane Applications
Initial Contract Amount: $156,775.00
Final Contract Amount: $156,275.00
Explanation of Cost Variance: $500.00 was credited to the owner for unused
contingency funds.
Completion Time: 3 months(Completed October 20 10)
Owner: Bel Oaks Condominiums
Attn: Ms. Jossenka Carillo,Property Manager
6961 North Oakley Avenue
Chicago, IL 60645
(847) 324-8933 Ph.
P.O.C.: Wiss,Janney,Elstner Associates, Inc.
Attn: Ms. Flora Calabrese, P.E., S.E.
330 Pfingsten Road
Northbrook, IL 60062-2095
(847)272-7400 Ph.
Project Manager: Rod Kovilic
Illinois Department of Transportation—Contract No. 60J54,IDOT Item No.65,May 2010 Letting
(KCC Job#369)
13
Description: Project consisted of a bridge deck overlay on the structure
carrying IL 60 (Kennedy Road)over the North branch of the
Chicago River in Lake Forest, IL.
Associated Trades: Concrete, Hydro-Scarification,Protective Coatings, Steel
and Traffic Control and Protection
Initial Contract Amount: $194,170.00
Final Contract Amount: $159,316.57
Explanation of Cost Variance: A change order was generated to accommodate a reduction
in final quantities from the amount bid.
Completion Time: 3 months(Completed October 20 10)
Owner: Illinois Department of Transportation
2300 S. Dirksen Parkway
Springfield, IL 62764
P.O.C.: Illinois Department of Transportation
District 1 Office
Attn: Mr. Jonathon M. Shumacher, P.E.
201 W. Center Court
Schaumburg, IL 60196-1096
(847) 846-7282 Ph.
Project Manager: Wayne Gardner
Illinois Department of Transportation—Contract No.60J41,IDOT Item No. 58,May 2010 Letting
(KCC Job#368)
Description: Project consisted of a bridge deck overlay and joint repair on
the structure carrying U.S. Route 14 (Caldwell Avenue) over
the North branch of the Chicago River(SN 016-0928) in
Morton Grove, IL.
Associated Trades: Concrete, Hydro-Scarification,Protective Coatings, Steel
and Traffic Control and Protection
Initial Contract Amount: $447,197.50
Final Contract Amount: $483,768.03
Explanation of Cost Variance: A change order was generated to accommodate additional
final quantities from the amount bid.
14
Completion Time: 3 months (Completed September 2010)
Owner: Illinois Department of Transportation
2300 S. Dirksen Parkway
Springfield, IL 62764
P.O.C.: Illinois Department of Transportation
District 1 Office
Attn: Mr. Lawrence Pray,R.E.
201 W. Center Court
Schaumburg, IL 60196-1096
(847)329-7146 Ph.
Project Manager: Wayne Gardner
City of Highland Park—2010 Pedestrian Overpass Rehabilitation(KCC Job#367)
Description: Project consisted of the cleaning of an existing concrete deck
and railing panels, concrete patching, coating of concrete
railing panels, cleaning and painting of a steel channel cap,
cleaning and painting of panel support brackets and support
posts,traffic control and protection.
Associated Trades: Concrete,Painting and Traffic Control and Protection
Initial Contract Amount: $110,170.00
Final Contract Amount: $110,170.00
Explanation of Cost Variance: N/A
Completion Time: 2 months(Completed July 2010)
Owner: City of Highland Park, IL
Department of Public Works
1150 Half Day Road
Highland Park, IL 60035
P.O.C.: City of Highland Park, IL
Department of Public Works
Attn: Mr. Joe Pasquesi,Civil Engineer
1150 Half Day Road
Highland Park, IL 60035
15
(847)926-1183 Ph.
Project Manager: Rod Kovilic
Improvements to Winnetka Road Bridge over the North Branch of the Chicago River(KCC Job
#370)
Description: Project consisted of improvements to the Winnetka Road
Bridge including closure of the longitudinal joint,partial and
full depth repair of the deck slab,new 1 %"hot mix asphalt
overlay and waterproofing membrane system, structural
repairs to the substructure concrete, epoxy crack injection
and deck drain replacement, updates to the existing traffic
barrier terminal with new traffic barrier terminal Type 6 and
Type 1, and all incidental and collateral work necessary to
complete the improvement as described in the contract
documents.
Associated Trades: Asphalt Paving, Concrete, Demolition, Removals, Steel,
Traffic Control and Protection and Waterproofing
Initial Contract Amount: $279,322.00
Final Contract Amount: $279,322.00
Explanation of Cost Variance: NIA
Completion Time: 3 months(Completed June 2010)
Owner: Cook County Bureau of Administration
Department of Highways
Attn: Ms. Holly A. Cichy, P.E.
69 West Washington Street, 23`d Floor
Chicago, IL 60602-3007
(312) 603-1601 Ph.
P.O.C.: Cook County Bureau of Administration
Department of Highways
Attn: Mr. Aaron Lebowitz, P.E.
69 West Washington Street,23`d Floor
Chicago, IL 60602-3007
(847)980-8545 Ph.
Project Manager: Wayne Gardner
16
Forest Preserve District of Cook County,IL—Little Red School House Sewage Treatment& Fire
Protection Project(KCC Job#347)'
Description: Project consisted of the installation of a sewage treatment
system including sanitary sewer,treated effluent force mains
and pumping stations,water valves and vaults, flow meter
and vault,manholes, air/vacuum release valves and vaults,
wastewater treatment lagoon,baffle wall,aeration piping and
diffusers, operations building,ultraviolet disinfection unit,
irrigation sprinklers,parking lot reconstruction, fencing,
groundwater monitoring wells and pavement and landscape
restoration and all related work. This project also included
the installation of a fire protection system, dredging,water
intake screen,water mains, fire hydrants,water valves and
vaults, Turfstone paver installations etc.
Associated Trades: Asphalt Paving, Carpentry, Concrete, Demolition,Earthwork
/Excavation, Electrical, Fencing, Geomembrane Liner
Installations,HVAC, Irrigation Piping and Sprinkler
Installations, Landscaping, Mechanical,Miscellaneous
Metals,Monitoring Well Installations, Process Piping,
Restoration, Roofing and Site Clearing.
Initial Contract Amount: $1,565,415.00
Final Contract Amount: $1,542,321.64
Explanation of Cost Variance: $23,093.36 was credited to the owner for unused
contingency funds.
Completion Time: 14 months(Completed March 2010)
Owner: Forest Preserve District of Cook County
Department of Planning and Development
536 Harlem Avenue
River Forest, IL 60305
P.O.C.: McDonough Associates, Inc.
Attn: Ronald T. Anderson, R.E.
130 East Randolph Street, Suite 1000
Chicago, IL 60601
Associated Builders and Contractors of Illinois 2010 Excellence in Construction Award Recipient(Category:Public Works/
Environmental).
17
(630) 878-2789
Project Manager: Danilo Kovilic
Northwestern University—Emergency Roof Stabilization (KCC Job#365)
Description: Project consisted of emergency repairs to Northwestern
University's Music Practice Hall at 1823 Sherman Avenue,
Evanston, IL. These repairs included raising the roof
structure 8"and installing a permanent timber wall under the
roof ridge within the building attic space,relocating the ends
of rafters at the wall locations to their original positions,
removing and reinstalling five courses of brick on the East
wall, soffit installations along the East side of the roof and
incidental construction activities including temporary
shoring, scaffolding and re-roofing as required.
Associated Trades: Carpentry, Masonry, Roofmg, Soffit Installations and
Temporary Shoring
Initial Contract Amount: T&M Not-to-Exceed$50,000.00
Final Contract Amount: $40,195.00
Explanation of Cost Variance: N/A
Completion Time: 1 week(Completed March 2010)
Owner: Northwestern University
Attn: Mr. Paul Zack, Facilities Management
2020 Ridge Avenue
Evanston, IL 60201
(847) 815-4714 Ph.
P.O.C.: Wiss,Janney,Elstner Associates, Inc.
Attn: Mr. Pete Popovic, P.E., S.E.
330 Pfmgsten Road
Northbrook, IL 60062-2095
(847)272-7400 Ph.
Project Manager: Nick Kovilic
Scott Road Bridge and Smith Road Bridge Repairs over Blackberry Creek,Blackberry Township
Road District,Blackberry Township,IL(KCC Job#357)
18
Description: Project consisted of guardrail reattachment and concrete
deck repairs at the Scott Road Bridge and existing guardrail
removal and replacement at the Smith Road Bridge over
Blackberry Creek in Blackberry Township, IL.
Associated Trades: Concrete, Demolition, Removals and Steel
Initial Contract Amount: $79,507.50
Final Contract Amount: $60,517.50
Explanation of Cost Variance: A change order was generated to delete furnished excavation
and deck drain extensions from the original scope of work.
This change order also increased the quantity of guardrail to
be installed.
Completion Time: 3 months(Completed November 2009)
Owner: Blackberry Township Road District
Attn: Mr. Rodney Feece, Highway Commissioner
43W390 Main Street
Elburn, IL 60119
(630) 365-6580 Ph.
(630) 365-6568 Fax
P.O.C.: Engineering Enterprises, Inc.
Attn: Mr. David Bronars, Senior Project Manager
52 Wheeler Road
Sugar Grove, IL 60554
(630)466-9350 Ph.
(630)466-9380 Fax
Project Manager: Wayne Gardner
William Rainey Harper College—2008 Stairs,Building and Sidewalk Project(KCC Job#348)
Description: Project consisted of site demolition, concrete,paving,the
fabrication and installation of handrails and railings, fluid-
applied waterproofing,joint sealers,metal-framed
storefronts, automatic door operator and door hardware
installations,metal-framed curtain walls,resilient flooring,
painting and coating etc.
19
Associated Trades: Concrete, Demolition, Glazing, Steel,Joint Sealing,
Flooring,Electrical and Painting
Initial Contract Amount: $732,365.00
Final Contract Amount: $796,623.98
Explanation of Cost Variance: A change order was generated to accommodate additional
final quantities from the amount bid.
Completion Time: 14 Months(Completed September 2009)
Owner: William Rainey Harper College
Attn: Mr. Steve Petersen, Senior Architect
1200 West Algonquin Road
Palatine, IL 60067
P.O.C.: Legat Architects, Inc.
Attn: Mr. Scott Steingraeber, P.E.
80 North Virginia Ave., Suite C.
Crystal Lake, IL 60014
815)477-4545 Ph.
Project Manager: Rod Kovilic
U.S.Army Corps of Engineers,Chicago District—Lake Station Wastewater Collection System
Improvements; Solicitation No.W912P6-08-B-0002 (KCC Job#341)
Description: Project consisted of the installation of 340 lineal feet of 12"
HDPE directionally drilled river crossing, 1,310 lineal feet of
12"HDPE directionally drilled force main, one duplex
submersible lift station,modifications to two duplex
submersible lift stations, telemetry controls and electrical
services. Additionally, four flow meters with vaults and
several valve vaults were also included.
Associated Trades: Asphalt Paving, Concrete, Earthwork/Excavation,
Electrical,Fencing,Landscaping, Mechanical,
Miscellaneous Metals and Process Piping.
Initial Contract Amount: $1,474,275.00
Final Contract Amount: $1,562,718.31
Explanation of Cost Variance: A change order was generated to accommodate additional
final quantities from the amount bid.
20
Completion Time: 9 months(Completed May 2009)
Owner: U.S. Army Corps of Engineers, Chicago District
Attn: Ms. Regina G. Blair, C.O.
111 N. Canal Street, Suite 600
Chicago, IL 60606
(312) 846-5371 Ph.
P.O.C.: U.S. Army Corps of Engineers, Calumet Area Office
Attn: Mr. Sheldon Edd, P.E.; C.O.R.
(219) 923-1763 Ph.
Project Manager: Wayne Gardner
Illinois Department of Transportation—Contract No.63020,IDOT Item No. 125,April 2008
Letting(KCC Job#344)
Description: Project consisted of the removal of an existing bridge and
replacement with a semi-integral steel beam bridge with
reconstructed roadway, sidewalks and sanitary sewer
removal and replacement on Old Elm Road over the Skokie
River in Lake Forest, IL. Specifically,this project included
the following work tasks: removal and replacement of the
bridge deck on the bridge structure,removal of the existing
T-beam superstructure and replacement with hot-dipped
galvanized steel girders; removal of the existing abutment
walls and adjoining wing walls,the installation of new
drilled shaft foundations and replacement of the abutment
walls and wing walls;the installation of temporary drainage
control structures to divert the river flow during
construction;the reconstruction of wider sidewalks and
decorative aesthetic bridge railing on both sides of the
bridge; partial concrete removal and replacement of the
adjacent approach slabs on the east and west sides;
replacement of the expansion joint system at the east and
west ends of the bridge and replacement with a joint in the
approach slab; replacement of deck drains; construction of a
temporary detour route;rip-rap stone erosion control on the
side slopes and removal and replacement of sanitary sewer at
the north end of the bridge.
21
Associated Trades: Asphalt Paving, Concrete,Demolition, Earthwork/
Excavation,Erosion Control, Fencing,H-Pile Installations,
Removals, Steel, Traffic Control and Protection and Tree
Removal
Initial Contract Amount: $1,226,417.50
Final Contract Amount: $1,250,973.50
Explanation of Cost Variance: Extra work orders were requested for and authorized by the
owner/engineer in-fact. These work orders chiefly consisted
of bridge deck grooving, the installation of a 12" storm
sewer,the protection of an existing water main and the
stabilization of an existing ComEd power pole. Additional
H-Pile installations were also included.
Completion Time: 6 months(Completed December 2008)
Owner: Illinois Department of Transportation
2300 S. Dirksen Parkway
Springfield, IL 62764
P.O.C.: Wiss,Janney,Elstner Associates, Inc.
Attn: Mr. Douglas Crampton,R.E.
330 Pfingsten Road
Northbrook, IL 60062
(847)272-7400 Ph.
(847)291-9599 Fax
dcrampton @wje.com
Project Manager: Wayne Gardner
U.S.Army Corps of Engineers,Pittsburgh District—Replacement Maintenance Bulkhead Lift
Frame(KCC Job#342)
Description: Provided and installed a new bulkhead lift frame at the
Montgomery Locks and Dam, Ohio River(Beaver County,
PA).
Associated Trades: Concrete and Steel
Initial Contract Amount: $467,500.00
Final Contract Amount: $467,500.00
Explanation of Cost Variance: N/A
22
Completion Time: 3 months(Completed November 2008)
Owner: U.S. Army Corps of Engineers,Pittsburgh District
1000 Liberty Avenue
Pittsburgh, PA 15222
P.O.C.: U.S. Army Corps of Engineers,Pittsburgh District
Attn: Ms. Denise Polizzano, C.O.R.
(412) 395-7680 Ph.
Project Manager: Rod Kovilic
U.S.Army Corps of Engineers,Chicago District—Union Street Area Storm Sewer Project,Phase 1,
Project 1; Solicitation No.W912P6-06-B-0003 (KCC Job#319)
Description: Project consisted of the construction of approximately 3,500
lineal feet of storm sewer ranging in diameter from 12 inches
to 48 inches including structures to facilitate combined sewer
separation and provide for area and street storm water
damage. Also included clearing, surface removal and
replacement, excavation,bedding,backfill,temporary
erosion control, water and sewer main, service line
adjustments and extensions and site restoration.
Associated Trades: Asphalt Paving, Backfill,Bedding, Concrete, Drainage,
Earthwork/Excavation, Process Piping,Removal and Site
Clearing.
Initial Contract Amount: $1,488,342.00
Final Contract Amount: $1,688,342.00
Explanation of Cost Variance: A change order was generated to facilitate additional work
scopes.
Completion Time: 9 months(Completed September 2008)
Owner: U.S. Army Corps of Engineers, Chicago District
Attn: Ms. Regina Blair, C.O.
111 Canal Street
Chicago, IL 60606
(312) 846-5371 Ph.
23
P.O.C.: U.S. Army Corps of Engineers, Calumet Area Office
Attn: Mr. Gary Anderson, C.O.R.
906 Griffith Boulevard
Griffith, IN 46319
(219) 923-1763 Ph.
Project Manager: Wayne Gardner
Lake Zurich School District 95—Stabilization and Connective Repairs at 95 Hubbard Lane(KCC
Job#329)
Description: Work consisted of underpinning of select interior and
exterior foundations and related repairs in addition to video
camera inspection of module sewer lines. Chemical grout
injections were also utilized for floor stabilization.
Associated Trades: Chemical Grout Injections, Demolition, Cutting and
Patching,Earthwork, Concrete, Steel, Masonry, Thermal and
Moisture Protection,Electrical and Restoration
Initial Contract Amount: $961,872.87
Final Contract Amount: $1,196,351.73
Explanation of Cost Variance: A change order was generated to accommodate additional
final quantities from the amount bid.
Completion Time: 3 months(Completed September 2008)
Owner: Lake Zurich School District 95
400 South Old Rand Road
Lake Zurich, IL 60047-2459
P.O.C.: Wiss,Janney, Elstner Associates, Inc.
Attn: Kevin Kalata,P.E.
330 Pf ngsten Road
Northbrook, IL
(847) 272-7400 Ph.
Project Manager: Wayne Gardner
24
Lake Street Bridge Reconstruction,Village of Libertyville,IL (KCC Job#343)
Description: Project consisted of the removal and replacement of a single-
span cast-in-place concrete slab bridge with a 28'-span three-
sided pre-cast concrete structure including excavation,
granular backfill materials, cast-in-place railing, diverting of
water, erosion and sediment control measures,restoration
and other associated items. This bridge replacement was
performed in conjunction with a roadway reconstruction
project. The roadway reconstruction was performed under a
separate contract;however, coordination between contractors
was imperative to facilitate the completion of both work
scopes.
Associated Trades: Concrete,Demolition,Erosion Control, H-Pile Installations,
Removals, Site Restoration and Traffic Control and
Protection
Initial Contract Amount: $347,300.00
Final Contract Amount: $492,891.50
Explanation of Cost Variance: Change orders were generated to facilitate additional H-Pile
installations as directed by the engineer in-fact.
Completion Time: 3 months(Completed August 2008)
Owner: of Libertyville
• Attn: Mr. Dennis Kilbane,P.E.
200 East Cook Avenue
Libertyville,IL 60048
(847) 918-2100 Ph.
P.O.C.: Gewalt Hamilton Associates, Inc.
Attn: Mr. Todd P. Gordon, P.E.
820 Lakeside Drive, Suite 5
Gurnee, IL 60031
(847) 855-1100 (ext. 105)Ph.
(847) 855-1115 Fax
tgordon@gha-engineers.com
www.gha-engineers.com
Project Manager: Wayne Gardner
25
Round Lake Area Schools,Community Unit District#116—Additions/Renovations at Magee
Middle School(KCC Job#336)
Description: Subcontract consisting of all steel fabrications including
lintels, guardrails, stairs and handrails.
Associated Trades: Steel
Initial Contract Amount: $847,000.00
Final Contract Amount: $1,042,000.00
Explanation of Cost Variance: A change order was generated to accommodate additional
final quantities from the amount bid.
Completion Time: 1 year(Completed May 2008)
Owner: Round Lake Area Schools
Community Unit District#116
Attn: Mr. Walter J. Korpan, Chief Financial Officer
316 S. Rosedale Ct.
Round Lake, IL 60073
P.O.C.: Seater Construction Company, Inc.
Attn: Mr. Jeffry Lowry, P.M.
P.O. Box 7
2322 Mead Street
Racine, WI 53401
(262)634-2366 Ph.
Project Manager: Rod Kovilic
Forest Preserve District of Cook County—Tampier Greenway New Picnic Shelter(KCC Job#337)
Description: Work consisted of the furnishing and erection of a new
picnic shelter and access road in Orland Park, IL.
Associated Trades: Concrete, Earthwork/Excavation, Masonry, Painting,
Roofing, Steel and Site Restoration
Initial Contract Amount: $124,500.00
Final Contract Amount: $99,500.00
Explanation of Cost Variance: $25,000.00 was credited to the owner for unused
contingency funds.
26
Completion Time: 3 months(Completed April 2008)
Owner: Forest Preserve District of Cook County
536 North Harlem Avenue
River Forest, IL 60305
P.O.C.: Ardmore Associates,L.L.C.
Attn: Mr. Christos A. Dovas,Project Architect
33 North Dearborn Street, Suite 1720
Chicago, IL 60602
(312) 795-1400 Ph.
(312) 795-1228 Fax
Project Manager: Danilo Kovilic
Village of Oak Park—Prairie Way Improvements(KCC Job#332)
Description: Consisted of earth excavation,removal and replacement of
combination concrete curb and gutter, Portland cement
concrete pavement,drainage system, catch basin adjustment,
installation of bituminous concrete,parkway restoration,
landscaping, electric site lighting,reinforced concrete wall
and all appurtenant work thereto at the alley located north of
Lake Street between Harlem and Marion Street in the Village
of Oak Park.
Associated Trades: Asphalt Paving, Concrete,Earthwork/Excavation,Electrical
and Landscaping
Initial Contract Amount: $449,307.00
Final Contract Amount: $500,303.40
Explanation of Cost Variance: A change order was generated to facilitate additional work
scopes.
Completion Time: 6 months(Completed April 2008)
Owner: Village of Oak Park
Attn: Mr. Jim Budrick,Village Engineer
123 Madison Street
Oak Park, IL 60302-4272
(708) 358-5722 Ph.
27
budrick @oak-park.us
P.O.C.: Terra Engineering
Attn: Jamil Bou-Saab,Project Manager
Attn: Karah Gillispie, Assistant Project Manager
505 N. LaSalle Street, Suite 250
Chicago, IL 60610
(312)467-0123 Ph.
(312)467-0220 Fax
Project Manager: Wayne Gardner
Park District of Oak Park—Lewis Carroll Park(KCC Job#324)
Description: Projected consisted of site improvements including the
furnishing and installation of new play apparatus,poured-in-
place rubber surfacing, concrete path, lighting, site seating,
landscaping and crushed stone surfacing. Removal of
existing play equipment and surfacing to accommodate new
play apparatus was also required. Site electrical and the
installation of a drinking fountain was also included in the
project scope.
Associated Trades: Asphalt, Concrete,Earthwork/Excavation,Electrical,
Landscaping,Piping and Playground Equipment
Initial Contract Amount: $368,827.04
Final Contract Amount: $393,487.00
Explanation of Cost Variance: A change order was generated to facilitate additional work
scopes.
Completion Time: 5 months(Completed April 2008)
Owner: Park District of Oak Park
218 Madison Street
Oak Park,IL 60304
P.O.C.: Terra Engineering Ltd.
Attn: Ms. Jamil Bou-Saab,Project Manager
Attn: Ms. Karah Gillispie,Assistant Project Manager
505 N. LaSalle Street, Suite 250
Chicago, IL 60610
28
(312)467-0123 Ph.
(312)467-0220 Fax
Project Manager: Wayne Gardner
Please Note: Additional project references shall be made available upon request.Please contact
Danilo Kovilic,Management Representative, at(847)671-4978(ext. 4)for all such requests.
29
Schedule of Equipment—Kovilic Construction Co.,Inc.
PICK-UP TRUCKS
1. 1996 Ford 250 4wd Diesel
2. 2001 Ford 250 4wd
3. 2000 GMC 2500 4wd
4. 2006 Ford 250 4wd
5. 1996 Ford 250 4wd
6. (2) 1996 Chevy 1 ton
7. 2000 Chevy 3500 Steakbed
8. (2)2005 Ford 450 Diesel
9. 1997 Suburban 4wd
10. 2000 Honda SUV
11. 2000 Chevy 5-10 4wd
12. 2008 Ford 150 4wd
13. 2004 Ford 450 (2)
14. 2004 Ford 250 XL 4wd
15. 2002 Ford E-350
16. 2000 Kenworth T-800 Truck
DUMP TRUCKS
1. 1985 Ford LN-7000/Dump
2. 1986 Ford Cargo 7000/Flatbed
3. 2000 Sterling Flatbed
4. 2003 Mack Dump Truck
SEMI-DUMPS
1. 1985 Mack w/22'Hilbilt Trailer
2. (2) 1988 Mack w/22' Hilbilt Trailer
3. 1996 Mack w/22' Hilbilt Trailer
4. 2001 Mack E-7
CRANE
1. 1986 Ford LN-8000 w/8 Ton Cap
2. 1987 Link Belt HTC 840 w/40 Ton Cap
3. 1996 Ford 7000 w/15 ton Boom Track
SKOOT CRANE
1. (2) 1997 11/o CY Buggy
CONCRETE PUMP
1. Thomsen TVS 2035 45 CY
HYDRAULIC BACKHOES /LOADERS
1. 1983 Cat 245 Excavator
2. 1985 Komatsu PC 220-LC3 Excavator
3. 1986 Komatsu PC 200-LC3 Excavator
4. 1989 Case 580K Backhoe Loader
5. 1990 Cat D4H Dozer
6. (2) 1993 Case 1845C Skidsteer Uniloader
7. 1995 Case 1845C Skidsteer Uniloader
8. 1998 Case 1845C Skidsteer Uniloader
9. 1998 Case 95XT Skidsteer Uniloader
10. 1996 Cat 966F Front Loader
11. 1999 Cat 3318 Mobile Exchange
12. 1996 Cat 312 Excavator
13. 1996 Cat 312BExcavator
14. 2004 Cat 277
15. 1996 Cat 307 Excavator
16. John Deere 992 Excavator
17. Komatsu 200
FORKLIFT
1. 2001 Lull 644B 6,000# Telescopic Forklift
2. 1998 Clack 5000#Forklift
COMPACTION EQUIPMENT
1. 1989 Case 242 Roller
2. 1989 Hamm 2310 S Smooth Drum Compactor
3. 1989 Hamm 2310 SSD Sheep Foot Compactor
COMPRESSORS
1. (2) 1995 Leroy 185
2. (2) 1998 Ingersol Rand 600
WELDER
1. (2) 1989 Miller AEAD 200LE
CONCRETE SAWS
1. 1989 Clipper 3 Walk Behind
TRAILERS
1. 01-22' Deck 3-Axle Lowboy
2. 12-40' Freuhauff Storage Trailer
3. 02-16' Wells Fargo Storage Trailer
4. 02-16' Williams Office Trailer
5. 01-26' Haulette Flatbed
6. 01-16' Nodine Flatbed
7. 0l-32' OT Storage Trailer
8. 01-40' Freuhauff Flatbed
9. 02-12' Doolittle Tag Along Flatbed
SURVEYING EQUIPMENT
1. (3)David White Transit Levels
2. Spectra Physics Laser Level
3. Laser Alignment Pipe Laying Laser
MISCELLANEOUS EQUIPMENT
1. (2) Gilsen Concrete Mixer
2. (2)Arien Tar Kettle 400 Gallon
3. Efficiency Trench Box 16' X 22'
4. (5)Homelite Water& Sewage Pump
5. (4) Compactor; Best, Clipper& Case
6. (30) Trench Shoring System—Speed Shores
7. 2000 Gallon Water Tank
8. (5) 8' X 20' Trench Box
9. Vibra Screen(Handheld)
10. 28' Mechanical Vibrator Screen
11. 2 C.Y. Concrete Bucket
12. 1 C.Y. Concrete Bucket
13. 36" Cal 215 Bucket
14. 27"Cal 215 Bucket
15. 24"Komatsu Bucket
16. Miscellaneous 20K Shoring
Please Note: All equipment listed above will be made available and prioritized for the Pedestrian
Circulation Improvements Project. Equipment will remain where it is currently housed at 3721 N.
Carnation Street,Franklin Park,IL until required onsite.Any additional equipment which may be
required shall be procured following award of contract via purchase or rental.
BID CERTIFICATION
The undersigned, being first duly sworn an oath, deposes and states that he has the
authority to make this certification on behalf of the bidder for the construction, product,
commodity, or service briefly described as follows:
"Pedestrian Circulation Improvements"
(A) The undersigned certifies that, pursuant to Chapter 720, Section 5/33E of the
Illinois Compiled Statutes, 1993, the bidder is not barred from bidding on this
contract as a result of a conviction for the violation of State of Illinois laws
prohibiting bid-rigging or bid-rotating.
(B) The undersigned states under oath that, pursuant to Chapter 65, Section 5/11-42.1-
-' 1 of the Illinois Compiled Statutes, 1993, the bidder is not delinquent in the payment
of any tax administered by the Illinois Department of Revenue.
(C) The undersigned certifies that, pursuant to Chapter 775, Section 5/2-105. of the
Illinois Compiled Statutes, 1993, the bidder has a written sexual harassment policy
in place including the following information:
1. An acknowledgment of the illegality of sexual harassment.
2. The definition of sexual harassment under State law.
3. A description of sexual harassment, utilizing examples.
4. The contractor's internal complaint process including penalties.
5. The legal recourse, investigative and complaint process available
through the Illinois Department of Human Rights and the Human
Rights Commission.
6. Directions on how to contact the Department or the Commission.
Thi usiness firm is: (check one)
Corporation Partnership Individual
Firm Name:
Address:
City, State, ZIP:
Signature:_
—
Name Printed:
Title: i��.� .�'
Telephone: �f3�/ � G /- � 3 Date: /
95
Pedestrian Circulation Improvements
BID CERTIFICATION 1
ATTEST:
-SEAL-
SUBSCRIBED AND SWORN TO
before me this /, day
of , 20la
-6�f, DAMIIG° �-A*,( ,1C
Notary Public Notary yun►if., ;rinois
U M y Commission Expir<: r20i6
Pedestrian Circulation Improvements
BID CERTIFICATION 2
the work and payment for labor, material supplies, and subcontractors in
accordance with the terms of the Contract.
O. The contractor further agrees to begin work not later than ten (10) days after receipt
of the Notice to Proceed, unless otherwise provided, and to execute the work in
such a manner and with sufficient materials, equipment and labor as will insure its
completion within the time limit specified within the Bid, it being understood and
agreed that the completion within the time limit is an essential part of the contract.
P. By submitting a Bid, the contractor understands and agrees that, if his bid is
accepted, and he fails to enter into a contract forthwith, he shall be liable to the
Village for any damages the Village may thereby suffer.
Q. No bid will be considered unless the party offering it shall furnish evidence
satisfactory to the Village that he has necessary facilities, ability and pecuniary
resources to fulfill the conditions of the Contract.
R. If the contractor is in doubt as to the true meaning of any part of the plans,
specifications or other proposed contract documents, he may submit to the Public
Works Director a written request for an interpretation thereof. The person
submitting the request will be responsible for its prompt delivery. Any interpretation
of the documents will be made only by addendum duly issued by the Village. The
Village will not be responsible for any other explanation or interpretation of the Bid
Package.
5. SUBSTITUTIONS:
A. Certain materials and equipment are specified by a manufacturer or trade name to
establish standards of quality and performance and not for the purpose of limiting
competition. Bidders are invited to submit bids not only on named items but also on
items which they propose for substitution of named items. Products of other
manufacturers may be substituted, if, in the opinion of the Village, they are equal to
those specified in quality, performance, design and suitability for intended use.
Where two or more items are specified, the selection among those specified is the
bidder's option, or he may submit his bid on all such items.
B. Bids shall be based on materials included in the specifications. Substitutions for the
purpose of evaluating bids will be considered only if proposed substitutions are set
forth in the sealed bid and will only be accepted prior to the award of the contract.
The offer of substitutions shall be an integral part of the bid, appearing immediately
after all requested bids and before the signature of the bidder.
C. Substitutions of materials other than those specified will not be considered in the
base bid price.
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 3
D. In addition to the requirements heretofore mentioned, in order for substitutions to
qualify for consideration, the following shall accompany each bid:
1. Each proposed substitution shall be itemized showing manufacturer name,
catalog number, quantity, unit cost and total cost. The bidder shall prepare the
necessary forms to list his substitutions in the manner outlined.
2. Each bid offering substitutions shall be accompanied by descriptive literature,
catalog data, complete technical specifications and reports of all pertinent tests
concerning the bidder's proposed substitutions.
6. BASIS OF AWARD:
The Village of Oak Brook reserves the right to reject any or all bids and to waive any
informality or technical error and to accept any bid deemed most favorable to the
interests of the Village of Oak Brook. In addition to price, the Village will consider:
A. Ability, capacity and skill to fulfill the contract as specified.
B. Ability to supply the commodities, provide the services or complete the construc-
tion promptly, or within the time specified, without delay or interference.
C. Character, integrity, reputation, judgment, experience and efficiency.
D. Quality of performance on previous contracts.
E. Previous and existing compliance with laws and ordinances relating to the con-
tract.
F. Sufficiency of financial resources.
G. Quality, availability and adaptability of the commodities, services or construction,
in relation to the Village's requirements.
H. Ability to provide future maintenance and service under the contract.
I. Number and scope of conditions attached to the bid/proposal.
J. Record of payments for taxes, licenses or other monies due the Village.
7. CONDITIONS:
The Village is exempt from Federal excise tax (#36-600-9534) and the Illinois Retailer's
Occupation Tax (#E9997-4381-06). This bid cannot include any amounts of money for
these taxes.
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 4
8. WARRANTY:
As outlined and described in the General Requirements.
9. PAYMENT:
The Village of Oak Brook authorizes the payment of invoices on the second and fourth
Tuesday of the month. For consideration on one of these dates, payment request
must be received no later than fourteen (14) days prior to the second or fourth Tuesday
of the month.
10.INDEMNIFICATION:
The Contractor shall protect, indemnify, save, defend and hold forever harmless the
Village and/or its officers, officials, employees, volunteers and agents from and against
all liabilities, obligations, claims, damages, penalties, causes of action, costs and
expenses, including without limitation court costs, insurance deductibles and attorney's
fees and expenses, which the Village and/or its officers, officials, employees,
volunteers and agents may incur, suffer or sustain, or for which the Village and/or its
officers, employees and agents may become obligated by reason for any accident,
injury to or death of persons or loss of or damage to property, or civil and/or
constitutional infringement of rights (specifically including violations of the Federal Civil
Right Statutes), arising indirectly or directly in connection with or under, or as a result
of, this or any Agreement by virtue of any act or omission of any of the Contractor's
officers, employees, subcontractors, and/or agents, provided that the Contractor shall
not be liable for claims, obligations, damages, penalties, causes of action, costs and
expenses arising solely by any act or omission of the Village's officers, officials,
employees, volunteers and/or agents.
The contractor shall hold the Village harmless for any and all claims for labor, material,
apparatus, equipment, fixtures or machinery furnished to the contractor for the purpose
of performing the work under the contract; and the payment of all direct and indirect
damages to any person, firm, company or corporation suffered or sustained on account
of the performance of such work during the time the contract is in force.
11.INSURANCE:
Certificates of Insurance shall be presented to the Village within fifteen (15) days after
the receipt by the contractor of the Notice of Award and the unexecuted contract, it
being understood and agreed that the Village will not approve and execute the contract
until acceptable insurance certificates are received and approved by the Village.
Each contractor performing any work pursuant to a contract with the Village of Oak
Brook and each permittee working under a permit as required pursuant to the
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 5
provisions of Title 1 of Chapter 8 of the Code of Ordinances of the Village of Oak Brook
(hereinafter referred to as "Insured") shall be required to carry such insurance as
specified herein. Such contractor and permittee shall procure and maintain for the
duration of the contract or permit insurance against claims for injuries to persons or
damages to property which may arise from or in connection with the performance of
the work under the contract or permit, either by the contractor, permittee, or their
agents, representatives, employees or subcontractors.
A contractor or permittee shall maintain insurance with limits no less than:
A. General Liability - $2,000,000 combined single limit per occurrence for bodily injury,
personal injury and property damage, provided that when the estimated cost of the
work in question does not exceed $5,000, the required limit shall be $500,000;
B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident
for bodily injury and property damage;
C. Worker's Compensation and Employer's Liability - Worker's Compensation limits as
required by the Labor Code of the State of Illinois and Employer's Liability limits of
$1,000,000 per accident.
Any deductibles or self-insured retention must be declared to and approved by the
Village. At the option of the Village, either the insurer shall reduce or eliminate such
deductible or self-insured retention as respects the Village, its officers, officials,
employees and volunteers; or the Insured shall procure a bond guaranteeing
payment of losses and related investigations, claim administration and defense
expenses to the extent of such deductible or self-insured retention.
The policies shall contain, or be endorsed to contain, the following provisions:
D. General Liability and Automobile Liability Coverage -
1) The Village, its officers, officials, employees and volunteers are to be covered
as additional insureds as respects: liability arising out of activities performed by
or on behalf of the Insured; premises owned, occupied or used by the Insured.
The coverage shall contain no special limitations on the scope of protection
afforded to the Village, its officers, officials, employees, volunteers, or agents.
2) The Insured's insurance coverage shall be primary insurance as respects the
Village, its officers, officials, employees, volunteers and agents. Any insurance
or self-insurance maintained by the Village, its officers, officials, employees,
volunteers or agents shall be in excess of the Insured's insurance and shall not
contribute with it.
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 6
3) Any failure to comply with reporting provisions of the policies shall not affect
coverage provided to the Village, its officers, officials, employees, volunteers or
agents.
4) The Insured's insurance shall apply separately to each covered party against
whom claim is made or suit is brought except with respect to the limits of the
insurer's liability.
E. Worker's Compensation and Employer's Liability Coverage
The policy shall waive all rights of subrogation against the Village, its officers,
officials, employees, volunteers and agents for losses arising from work performed
by the insured for the Village.
Each insurance policy shall be endorsed to state that coverage shall not be
suspended, voided, canceled by either party, reduced in coverage or in limits
except after thirty (30) days prior written notice by certified mail has been given to
the Village. Each insurance policy shall name the Village, its officers, officials and
employees, volunteers and agents as additional Insureds. Insurance is to be
placed with insurers with a Best's rating of no less than A: VII.
Each Insured shall furnish the Village with certificates of insurance and with original
endorsements effecting coverage required by this provision. The certificate and
endorsements for each insurance policy are to be signed by a person authorized by
that insurer to bind coverage on its behalf. The certificates and endorsements are
to be on forms approved by the Village and shall be subject to approval by the
Village Attorney before work commences. The Village reserves the right to require
complete, certified copies of all required insurance policies, at any time.
Each insured shall include all subcontractors as insureds under its policies or shall
furnish separate certificates and endorsements for each subcontractor. All
coverages for subcontractors shall be subject to all of the requirements stated
herein.
12.SAFETY:
The contractor and any subcontractors shall comply with all the provisions of the
Federal Occupational Safety and Health Act of 1970 (84 Stat. 1590), as amended.
13.EQUAL OPPORTUNITY:
The Contractor will not discriminate against any employee or applicant for employment
because of race, color, religion, sex, ancestry, national origin, place of birth, age or
handicap unrelated to bona fide occupational qualifications.
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 7
14.PREVAILING RATE OF WAGES:
All wages paid by the Contractor and each subcontractor shall be in compliance with
The Prevailing Wage Act (820 ILCS 130), as amended, except where a prevailing
wage violates a federal law, order, or ruling, the rate conforming to the federal law,
order, or ruling shall govern. The Contractor shall be responsible to notify each
subcontractor of the wage rates set forth in this contract and any revisions thereto. If
the Department of Labor revises the wage rates, the revised rate as provided by the
public body shall apply to this contract and the Contractor will not be allowed additional
compensation on account of said revisions.
Contractor will comply with the Illinois prevailing wage law, as amended from time to
time. Not less than the prevailing rate of wages as found by Owner or the Illinois
Department of Labor shall be paid to all laborers, workers and mechanics performing
work under the Contract. If the Department of Labor revises the prevailing rate of
wages to be paid laborers, workers or mechanics under the Contract, Owner will notify
Contractor and each Subcontractor of the change in the prevailing rate of wages;
provided, however, regardless of whether Owner gives such notice, the revised
prevailing rate of wages shall apply to the Contract and Contractor shall have the sole
responsibility and duty to pay, and ensure that all Subcontractors pay, the revised
prevailing rate of wages to each person to whom a revised rate is applicable. Revision
of the prevailing wages shall not result in an increase in the Contract sum or other cost
to Owner. Contractor shall indemnify, defend and hold Owner harmless from any loss,
including but not limited to Owner's attorneys fees, resulting from Contractor's failure to
comply with this prevailing wage clause. All bonds applicable to the Contract shall
include a provision as will guarantee the faithful performance of the obligation to pay
the prevailing rate of wages.
The Contractor and each subcontractor shall make and keep, for a period of not less
than 3 years, records of all laborers, mechanics, and other workers employed by them
on the project; the records shall include each worker's name, address, telephone
number when available, social security number, classification or classifications, the
hourly wages paid in each period, the number of hours worked each day, and the
starting and ending times of work each day. The Contractor and each subcontractor
shall submit monthly, in person, by mail, or electronically a certified payroll to the public
body in charge of the project. The certified payroll shall consist of a complete copy of
the records. The certified payroll shall be accompanied by a statement signed by the
contractor or subcontractor which states that:
(i) such records are true and accurate;
(ii) the hourly rate paid to each worker is not less than the general prevailing rate
of hourly wages required; and
(iii) the contractor or subcontractor is aware that filing a certified payroll that he or
she knows to be false is a Class B misdemeanor.
Upon 2 business days' notice, the contractor and each subcontractor shall make
available for inspection the records to the public body in charge of the project, its
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 8
officers and agents, and to the Director of Labor and his deputies and agents at all
reasonable hours at a location within this State. The Contractor and each
subcontractor shall permit his/her employees to be interviewed on the job, during
working hours, by compliance investigators of the Department or the Department of
Labor.
15.EMPLOYMENT OF ILLINOIS WORKERS DURING PERIODS OF EXCESSIVE
UNEMPLOYMENT:
The Contractor shall comply with all Illinois statutes pertaining to the selection of labor.
Whenever there is a period of excessive unemployment in Illinois, which is defined
herein as any month immediately following 2 consecutive calendar months during
which the level of unemployment in the State of Illinois has exceeded 5 percent as
measured by the United States Bureau of Labor Statistics in its monthly publication of
employment and unemployment figures, the Contractor shall employ only Illinois
laborers. "Illinois laborer' means any person who has resided in Illinois for at least 30
days and intends to become or remain an Illinois resident.
Other laborers may be used when Illinois laborers as defined herein are not available,
or are incapable of performing the particular type of work involved, if so certified by the
Contractor and approved by the Municipality. The Contractor may place no more than
3 of his regularly employed non-resident executive and technical experts, who do not
qualify as Illinois laborers, to do work encompassed by this Contract during a period of
excessive unemployment.
This provision applies to all labor, whether skilled, semi-skilled or unskilled, whether
manual or non-manual.
16.COPIES OF DOCUMENTS:
The number of copies of Contract and Bond required to be executed is as follows:
a) Two (2) original counterparts of the Contract documents will be required
to be executed.
17.EXECUTION OF DOCUMENTS:
The Contractor, in signing his Bid on the whole or on any portion of the work, shall
conform to the following requirements:
A Bid signed by an individual other than the individual represented in the Bid
documents shall have attached thereto a power of attorney evidencing authority to sign
the Bid in the name of the person for whom it is signed.
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 9
A bid signed for a partnership shall be signed by all of the partners or by an attorney-in-
fact. If signed by an attorney-in-fact, there shall be attached to the Bid a power of
attorney evidencing authority to sign the bid, executed by the partners.
A bid signed for a corporation, shall have the correct corporate name thereof and the
signature of the President or other authorized officer of the corporation manually
written below the corporate name.
If such Bid is manually signed by an official other than the President of the Corporation,
a certified copy of a resolution of the board of directors evidencing the authority of such
official to sign the Bid should be attached to it. Such Bid shall also bear the attesting
signature of the Secretary of the corporation and the impression of the corporate seal.
The Contract shall be deemed as have been awarded when formal notice of award
shall have been duly served upon the intended awardee.
18.NON-DISCRIMINATING:
The Vendor, its employees and subcontractors, agrees not to commit unlawful
discrimination and agrees to comply with applicable provisions of the Illinois Human
Rights Act, the U.S. Civil Rights Act and Section 504 of the Federal Rehabilitation Act,
and rules applicable to each.
19.INDEPENDENT CONTRACTOR:
There is no employee/employer relationship between the CONTRACTOR and the
VILLAGE. CONTRACTOR is an independent contractor and not the VILLAGE'S
employee for all purposes, including, but not limited to, the application of the Fair
Labors Standards Act minimum wage and overtime payments, Federal Insurance
Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the
Worker's Compensation Act (820 ILCS 305/1, et seq.). The VILLAGE will not (i)
provide any form of insurance coverage, including but not limited to health, worker's
compensation, professional liability insurance, or other employee benefits, or (ii) deduct
any taxes or related items from the monies paid to CONTRACTOR. The performance
of the services described herein shall not be construed as creating any joint
employment relationship between the CONTRACTOR and the VILLAGE, and the
VILLAGE is not and will not be liable for any obligations incurred by the
CONTRACTOR, including but not limited to unpaid minimum wages and/or overtime
premiums, nor does there exist an agency relationship or partnership between the
VILLAGE and the CONTRACTOR.
20.ASSIGNMENT:
Neither the VILLAGE nor the CONTRACTOR shall assign or transfer any rights or
obligations under this Agreement without the prior written consent of the other party,
which consent shall not be unreasonably withheld.
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 10
21.GOVERNING LAW:
This Agreement shall be governed by the laws of the State of Illinois as to
interpretation, performance and enforcement. The forum for resolving any disputes
concerning the parties' respective performance or failure to perform under this
Agreement shall be the Circuit Court for the Eighteenth Judicial Circuit, DuPage
County, Illinois.
Pedestrian Circulation Improvements
INSTRUCTIONS TO BIDDERS 11
CONTRACTING REQUIREMENTS
CONTRACT
Pedestrian Circulation Improvements
{t.
1. THIS AGREEMENT, made and concluded thisc, day of ja4t2013,
between the Village of Oak Brook, a municipal corporation, acting by and rou h. ��
its President and Board of Trustees, known as VILLAGE, and i llh p, Q;aG-�i ACYL
his executors, administrators, successors or assigns, known as CONTRACTOR. �„ ,�
2. WITNESSETH: That for and in consideration of the payments and agreements
mentioned in the Bid hereto attached, to be made and performed by the VILLAGE,
and according to the terms expressed in the Bond (if applicable) referring to these
presents, the CONTRACTOR agrees, at their own proper cost and expense, to do
all work, furnish all materials and all labor necessary to complete the work in
accordance with the plans and specifications hereinafter described, and in full
compliance with all of the terms of this Contract.
3. And it is also understood and agreed that the a ire Bid ackage hereto attached,
approved by the VILLAGE this '`day of 2013, are all essential
documents of this contract and are a part hereof.
4. The CONTRACTOR hereby certifies that said contractor is not barred from
executing said contract as a result of a violation of either Section 5/33E-3 or 5/33E-
4 of Chapter 720 of the Illinois Compiled Statutes.
5. IN WITNESS WHEREOF, the said parties have executed these presents on the
above mentioned date.
ATTEST: VILLAGE OF OAK BROOK
By
Village Clerk Village President
ATTEST:
Corporate Name
Secretary Contrac
Pedestrian Circulation Improvements
CONTRACT 1
Partners doing Business under (If a Co-Partnership)
the firm name of
Party of the Second Part (If an Individual)
Party of the Second Part
Pedestrian Circulation Improvements
CONTRACT 2
SEXUAL HARASSMENT CERTIFICATE
_ � I> /,,- e_ / hereinafter referred to as "Contractor'
having submitted a bid/proposal for to the Village of Oak Brook,
DuPage/Cook Counties, Illinois, hereby certifies that said Contractor has a written sexual
harassment policy in place in full compliance with 775 ILCS 5/2-105(A)(4) including the
following information:
'— 1. An acknowledgment of the illegality of sexual harassment.
2. The definition of sexual harassment under State law.
3. A description of sexual harassment, utilizing examples.
4. The contractor's internal complaint process including penalties.
5. The legal recourse, investigative and complaint process available through the Illinois
Department of Human Rights and the Human Rights Commission.
6. Directions on how to contact the Department or the Commission.
7. An acknowledgment of protection of a complaint against retaliation as provided in
Section 6-101 of the Human Rights Act.
Each contractor must provide a copy of such written policy to the Illinois Department of
Human Rights upon request.
f Authorized AgeAtW,Contractor
Subscribed and sworn to
before me this 12''14 day
of "� ; , 20 /�. TDAtNIL'O E= AL SE:01inois
KOVwas Public,State ouion Expires')) 1 b
Notary Public
-- Pedestrian Circulation Improvements
SEXUAL HARASSMENT CERTIFICATE
DRUG-FREE WORKPLACE
Contractor deposes, states and certifies it will provide a drug free workplace by complying
with Section 3 of the Illinois Drug Free Workplace Act, being 30 ILCS 580/3.
Attest/Witness: Contractor
By: By:
Name of Contr xecuting
Officer
Title: A�2., Title:
Title of Contractor's Executing
" Officer
Subscribed and Sworn to
beforejpethis day
of Jam,; , 20 r3.
My Commission Expires:
Notary Public
-SEAL-
._
EDANILO CIAL SEAL"
KOVILIC
ic,State of Illinois Expires 01/11/2016
1
Pedestrian Circulation Improvements
DRUG-FREE WORKPLACE 1
PREVAILING WAGE AFFIDAVIT
(name of signatory), on oath hereby state and certi-
fy that Ci.l '���� (name of Contractor), pursuant to a Con-
tract dated I�f d , 2013, with the Village of Oak Brook for the
_ Project, has complied and will comply with all laws, including those relating to the
employment of labor, the payment of the current general prevailing rate of hourly wages
for each craft or type of worker or mechanic needed to execute the Contract or perform
such work, and also the current general prevailing rate for legal holiday and overtime
work, as ascertained by the Illinois Department of Labor for DuPage County, Illinois,
and those prevailing rates are paid and shall be paid for each craft or type of worker or
mechanic needed to execute the aforesaid Contract or to perform such work.
U -name of Contractor) has also complied and will
comply with all record keeping requirements established in the Prevailing Wage Act
(820 I LCS 130/0.01, et seq.
CONTRACTOR:
By:
Title:
SUBSCRIBED AND SWORN TO BEFORE
ME THIS DAY OF ��r,,�� 2013
"OFFICIAL SEAL'
NOTARY PUBLIC DANILO KOVILIC
Notary public,State of Illinois
My commission Expires Ol/11/2016
Pedestrian Circulation Improvements
PREVAILING WAGE AFFIDAVIT 1
CERTIFICATION OF PAYROLL RECORDS
(na of person executing this ce ificate) do VLCWJA&JC)/)by c rtify that I am
the duly qualified and acting � �,; (title) for i Ii e.
(name of contractor) and, as such, am authorized to certify payroll records as true and accurate
for such company in accordance with the requirements of Section 5 of the Prevailing Wage Act
(820 ILCS 130/5) (the "Act").
I do hereby further certify that the following document is a tri�gg a a curat copy of the rec-
ords of all lab �r , �echhan�icsand other workers employed by>l__ j name of con-
tractor) on th Project (the "Project") for the Village of Oak Brook (the "Vil-
lage"), including each such worker's name, address, telephone number, social security number,
classification or classifications; and the hourly wages paid in each pay period, hours worked
each day, and the starting and ending times of work each day for each such worker on such
Project.
I do hereby further certify that the hourly rate paid to each w rker is,not II1�ss t an the gen-
eral prevailing rate of hourly wages required by the Act, and that 09; 1 Zt, at iil &
(name of contractor), and I on behalf of such contractor, are fully aware that filing a certified
payroll that we know to be false is a Class B misdemeanor. I further certify that upon two (2)
business days' notice, if requested, we and any subcontractor hired by us shall make available
for inspection the records required in the Act to the District, its officers and agents, and to the
Director of Labor, his deputies and agents, at reasonable hours at a location within the State of
Illinois.
j �� 2013
Date: �n��na�-� / ,
��v,/,G. L.�o�✓�Y�-dim-lso�J �_ _�-•:/2�..
(Name of Contractor)
Signature)
(Printed Name)
(Title)
Subscribed and sworn to before me
this 1/day of:!!t�a2���2013.
,. "OFFICIAL SEAL"
Notary Public DANILO KOVILIC
[Notary Public,state of Illinois
ommission Expires of/11/2016
Pedestrian Circulation Improvements
CERTIFICATION OF PAYROLL RECORDS 1
CONTRACT BOND
Pedestrian Circulation Improvements
Bond #
Subject to Adjustment
Based on
Final Contract Price
-----------------------------------------------------------------
-----------------------------------------------------------------
We, as PRINCIPAL,
and , as SURETY, are held
and firmly bound unto the Village of Oak Brook (hereafter referred to as "VILLAGE") in the
penal sum of Dollars ($ ), lawful
money of the United States, well and truly to be paid unto said VILLAGE, for the payment
of which we bind ourselves, our heirs, executors, administrators, successors, jointly to pay
to VILLAGE this sum under the conditions of this instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the
said Principal has entered into a written contract with the Village acting through its
awarding authority for the above stated project, which contract is hereby referred to and
made a part hereof, as if written herein at length, and whereby the said Principal has
promised and agreed to ep rform said work in accordance with the terms of said contract,
including, but not limited to the term requiring the payment at the prevailing rate of hourly
wages, and has promised to pay all sums of money due for any labor, materials,
apparatus, fixtures or machinery 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, except as
modified by the Guarantee section of the Bid; and has further agreed that this bond shall
insure 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 performing 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
VILLAGE harmless on account of any such damages and shall in all respects fully and
Pedestrian Circulation Improvements
CONTRACT BOND 1
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.
IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this
instrument to be signed by their respective officers this day of , 2013.
PRINCIPAL
(Company Name) (Company Name)
By: By:
(Signature) (Signature)
(Title) (Title)
(If PRINCIPAL is a joint venture of two or more contractors, the company names and
authorized signatures of each contractor must be affixed.)
SURETY
By:
(Name of Surety) (Signature of Attorney in Fact)
State of Illinois )
) SS.
County of )
a Notary Public in and for said county, do hereby certify that
(names of individuals signing on
behalf of Principal and 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 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 this day of , 2013.
Notary Public
My commission expires:
Pedestrian Circulation Improvements
CONTRACT BOND 2
GENERAL REQUIREMENTS
SUMMARY OF WORK AND GENERAL REQUIREMENTS
CONTRACT DOCUMENTS AND RELATED REQUIREMENTS
Drawings, general provisions of the contract, including general and supplementary
conditions shall apply to the work of this section. The contract documents show the
work to be done under the contract and related requirements and conditions
impacting the project. Related requirements and conditions include applicable
codes and regulations, notices and permits, existing site conditions and restrictions
on use of the site, requirements for partial owner occupancy during the work,
coordination with other work and the phasing of the work. In the event the
Contractor discovers a conflict in the contract documents and/or requirements or
codes, the conflict must be brought to the immediate attention of the Owner's
representative for resolution. Whenever there is a conflict or overlap in the
requirements, the most stringent shall apply.
EXTENT OF WORK
In general the work shall include site preparation, removals, and construction of
new sidewalks, decorative concrete paving crosswalks, bollard lighting, and
pedestrian crossing signal devices.
DESCRIPTION TASKS
The work tasks for the pedestrian circulation improvements are summarized briefly as
follows:
A. Remove and dispose of asphalt and concrete paving and curbs to accommodate
new improvements.
B. Install electrical components as required for bollard lighting and pedestrian
crossing signals.
C. Construct concrete curbing and retaining walls.
D. Construct crosswalks and sidewalks.
E. Complete roadway striping and restore turf areas as required.
WORK HOURS
Work hours are 7:00 a.m. to 3:00 p.m. Monday through Friday. Any deviation is subject
to the approval of the Village representative.
The project will be done on consecutive work days until completed, delays only to in-
clement weather.
CONTACT INFORMATION
The contractor shall supply to the Village, phone numbers where he/she can be reached
after normal working hours.
Pedestrian Circulation Improvements
SUMMARY OF WORK AND GENERAL REQUIREMENTS 1
CONTRACTOR USE OF PREMISES
The Contractor and Contractor's personnel shall cooperate fully with the Owner's
representative to facilitate efficient use of the project site. The Contractor shall perform
the work in accordance with the Owner's specifications and drawings.
The Contractor shall perform work on the project site strictly within the limits indicated in
the contract documents.
GENERAL APPLICABILITY OF CODES, REGULATIONS, AND STANDARDS
All work under this contract shall be done in strict accordance with all applicable
Federal, State, and local regulations. All applicable codes, regulations and standards
are adopted into this specification and will have the same force and effect as this
specification.
The most recent edition of any relevant regulation, standard, document or code shall be
in effect. Where conflict among the requirements or with these specifications exists, the
most stringent requirement(s) shall be utilized.
PERMITS/LICENSES
The Contractor shall obtain all required permits and licenses to perform the work as
required by Federal, State, and Local regulations.
Contractor is required to obtain all necessary permits from the Village of Oak Brook,
including permits for sidewalk, grading, and electrical work, and schedule required
inspections through Community Development. There will be no charge for these
permits.
POSTING AND FILING OF REGULATIONS
Maintain two (2) copies of applicable federal, state, and local regulations. Post one copy
of each at the regulated area where workers will have daily access to the regulations
and keep another copy in the Contractor's office.
OWNER'S RESPONSIBILITIES
Prior to commencement of work:
Notify occupants adjacent to the work areas of the project dates and requirements for
relocation, if needed. Arrangements must be made prior to starting work for relocation of
equipment.
Pedestrian Circulation Improvements
SUMMARY OF WORK AND GENERAL REQUIREMENTS 2
PRE-CONSTRUCTION MEETING
Prior to commencing the work, the Contractor shall meet with the Owner's
representative to present and review, as appropriate, the project schedule, safety
requirements submittals and access to the work area.
PROJECT COORDINATION
The following are the minimum administrative and supervisory personnel necessary for
coordination of the work.
Prior to the start of work, the contractor shall provide and maintain a sufficient quantity
of materials and equipment to assure continuous and efficient work throughout the
duration of the project. Work shall not start unless the following items have been
delivered to the site and verification has been submitted to the Owner's representative.
All materials shall be delivered in their original package, container or bundle bearing the
name of the manufacturer and the brand name (where applicable).
Store all materials subject to damage off the ground, away from wet or damp surfaces
and under cover sufficient enough to prevent damage or contamination. Flammable and
combustible materials cannot be stored inside buildings.
The Contractor shall not block or hinder use of the project site by staff, and visitors by
placing materials/equipment in any unauthorized location.
The Owner's representative shall inspect for damaged, deteriorating or previously used
materials. Such materials shall not be used and shall be removed from the worksite and
disposed of properly.
Adequate and appropriate PPE for the project and number of personnel/shifts shall be
provided. All personal protective equipment issued must be based on a written hazard
assessment in accordance with OHSA requirements.
The Contractor shall be responsible for coordination of construction operations between
sub-contractors included in different Sections of the Specifications to ensure efficient
and orderly installation of each part of the Work. Coordinate construction operations,
included in different Sections that depend on each other for proper installation,
connection, and operation.
PRE-CONSTRUCTION MEETING SUBMITTALS
Submit to the Owner's representative a minimum of 14 days prior to the pre-
construction meeting the following for review and approval. Meeting this requirement is
a prerequisite for the pre-construction meeting for this project:
Submit a detailed work schedule for the entire project.
Pedestrian Circulation Improvements
SUMMARY OF WORK AND GENERAL REQUIREMENTS 3
Submit a staff organization chart showing all personnel who will be working on the
project and their capacity/function.
STORAGE OF MATERIALS
A storage location for materials and equipment shall be mutually agreed upon between
the Owner's representative and the contractor before any material is stored on site. De-
liver material with manufacturers labels intact and legible, store material on raised plat-
forms and cover material with protective covering.
Before work is started, deliver to the job site sufficient material to complete the project.
If a dumpster is required, the location of the dumpster placement shall be mutually
agreed upon between the Owner's representative and the contractor.
All materials and equipment shall be maintained during the course of this project and
shall be secured at the end of each workday.
At all times the work and storage areas shall be kept in a clean, orderly, and a picked up
manner, to prevent debris from blowing. Clean adjoining streets and immediate vicinity
at the end of each work day. Sidewalks and other work areas will be broom swept to
remove all debris. Daily material and debris not placed into dumpster will be removed
from the site.
REQUESTS FOR INTERPRETATION (RFI's)
Immediately on discovery of the need for interpretation of the Contract Documents, pre-
pare and submit an RFI on a form acceptable to the Owner's representative.
Owner's representative will review each RFI, determine action required, and return it.
Allow seven working days for Owners Representative's response for each RFI. RFIs
received after 1:00 p.m. will be considered as received the following working day.
Owners Representative's action may include a request for additional information, in
which case Owners Representative's time for response will start again.
Owners Representative's action on RFIs that may result in a change to the Contract
Time or the Contract.Sum may be eligible for Contractor to submit Change Proposal.
APPLICATIONS FOR PAYMENT
Each Application for Payment shall be consistent with previous applications and pay-
ments as certified by the Owner's representative.
The date for each progress payment is indicated in the Contract. The period of con-
struction Work covered by each Application for Payment is the period indicated in the
Agreement.
Pedestrian Circulation Improvements
SUMMARY OF WORK AND GENERAL REQUIREMENTS 4
Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of
mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising
out of the Contract and related to the Work covered by the payment.
SUBMITTAL PROCEDURES
Coordinate transmittal of different types of submittals for related parts of the Work so
processing will not be delayed because of need to review submittals concurrently for
coordination. Owner's representative reserves the right to withhold action on a submit-
tal requiring coordination with other submittals until related submittals are received.
Allow enough time for submittal review, including time for resubmittals, as follows. Time
for review shall commence on Owner's representative's receipt of submittal. No exten-
sion of the Contract Time will be authorized because of failure to transmit submittals
enough in advance of the Work to permit processing, including resubmittals.
Allow 7 days for initial review of each submittal. Allow additional time if coordination
with subsequent submittals is required. Owner's representative will advise Contractor
when a submittal being processed must be delayed for coordination. Allow 7 days for
review of each resubmittal.
Highlight, encircle, or otherwise specifically identify deviations from the Contract Docu-
ments on submittals.
Resubmit submittals until they are marked "Approved."
Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabrica-
tors, installers, authorities having jurisdiction, and others as necessary for performance
of construction activities. Use only final submittals with mark indicating "Approved" tak-
en by Owner's representative.
For Product Samples submit one full set of available choices where color, pattern, tex-
ture, or similar characteristics are required to be selected from manufacturer's product
line. Owner's representative will return submittal with options selected.
TESTING
The Owner's representative reserves the right to perform material testing throughout the
project. The Contractor shall coordinate the testing with the testing firm contracted di-
rectly with the Owner.
EXECUTION OF WORK
The existence and location of site improvements, utilities, and other construction indi-
cated as existing are not guaranteed. Before beginning work, investigate and verify the
existence and location of electrical systems and other construction affecting the Work.
Take field measurements as required to fit the Work properly. Recheck measurements
before installing each product. Where portions of the Work are indicated to fit to other
Pedestrian Circulation Improvements
SUMMARY OF WORK AND GENERAL REQUIREMENTS 5
construction, verify dimensions of other construction by field measurements before fab-
rication. Coordinate fabrication schedule with construction progress to avoid delaying
the Work. Verify space requirements and dimensions of items shown diagrammatically
on Drawings. Immediately on discovery of the need for clarification of the Contract
Documents, submit a request for information to Owner's representative. Include a de-
tailed description of problem encountered, together with recommendations for changing
the Contract Documents.
Construction Layout: Before proceeding to lay out the Work, verify layout information
shown on Drawings, in relation to the property survey and existing benchmarks. If dis-
crepancies are discovered, notify Owner's representative promptly. Locate and lay out
site improvements, including pavements, grading, fill and topsoil placement. Locate and
lay out control lines and levels for structures and foundations. Level structures and
foundations from two or more locations.
Locate the Work and components of the Work accurately, in correct alignment and ele-
vation, as indicated. Comply with manufacturer's written instructions and recommenda-
tions for installing products in applications indicated. Install products at the time and
under conditions that will ensure the best possible results. Maintain conditions required
for product performance until Substantial Completion. Obtain and distribute to the par-
ties involved templates for work specified to be factory prepared and field installed.
Check Shop Drawings of other work to confirm that adequate provisions are made for
locating and installing products to comply with indicated requirements.
CLEANING
Upon completion of the project the work area shall be cleaned. All debris and remaining
material and supplies shall be removed from the jobsite, including the dumpster within
72 hours of completion.
CLOSEOUT PROCEDURES
Substantial Completion: Submit a written request for inspection for Substantial Comple-
tion. On receipt of request, Owner's representative will either proceed with inspection or
notify Contractor of unfulfilled requirements. After inspection, Owner's representative
will prepare list of items to be completed and corrected (Punch List). Punch List items
must be completed prior to certification of Substantial Completion.
Final Completion: Submit a written request for final inspection for acceptance. On re-
ceipt of request, Owner's representative will either proceed with inspection or notify
Contractor of unfulfilled requirements. Owner's representative will prepare a final Certif-
icate for Payment after inspection or will notify Contractor of construction that must be
completed or corrected before certificate will be issued.
WARRANTY
All material and workmanship shall be warranted against defects in material and labor
for 1 year after acceptance of the project by the Village.
Pedestrian Circulation Improvements
SUMMARY OF WORK AND GENERAL REQUIREMENTS 6
SPECIFICATIONS
MOBILIZATION
Description: This work shall consist of preparatory work and operations necessary for
the movement of personnel, equipment, supplies, and other incidentals to the project
site
Basis of Payment: This item will be paid for at the contract lump sum price for
MOBILIZATION. This item will only be paid for once regardless if the project needs to
be stopped for any reason.
PRECONSTRUCTION VIDEO TAPING
Description: The Contractor shall prepare pre-construction video documentation of all
features in the area affected by construction including the construction staging area. All
video camera, recorders, tapes, accessories, and appurtenances shall be digital format
equipment. Pre-construction video documentation shall consist of a series of high
resolution color audio-video DVD's showing all areas affected by construction.
Construction Requirements: All pertinent features within the construction's zone of
influence shall be shown in sufficient detail to document its pre-construction condition.
Features to be shown shall include but not be limited to pavements, curbs, driveways,
sidewalks, retaining walls, landscaping, trees, shrubbery, fences, light posts, etc. View
orientation shall be maintained by audio commentary on the audio track of each DVD to
help explain what is being viewed.
Basis of Payment: The pre-construction video taping shall be completed and copies of
the tapes submitted to the Owner's representative for approval before commencing
mobilization and/or construction activities. This work shall be paid for at the contract
lump sum price for PRECONSTRUCTION VIDEO TAPING. No progress payments will
be processed until the preconstruction video tape has been received and approved by
the Owner's representative.
TRAFFIC CONTROL, MAINTENANCE OF TRAFFIC, DETOURS
Description: This item shall include the furnishing, installing, maintaining, relocating and
removing of all traffic control devices and personnel used for the purpose of regulating,
warning, or directing traffic during the construction of this project. All traffic control devices
used on this project shall conform to the Standard Specifications for Traffic Control
Devices and the Illinois Manual on Uniform Traffic Control Devices. No waiving of these
requirements will be allowed without prior written approval of the Engineer. As a minimum
the Contractor will use the latest standards drawings listed: 701502, 701606, 701701,
701801 & 701901.
The Contractor shall protect all workers engaged in the project, and shall provide for
safe and convenient public travel by providing adequate traffic control under all
circumstances. Such circumstances may include, but not be limited to work performed
Pedestrian Circulation Improvements
SPECIFICATIONS 1
along the route under construction, road closures for construction operations of any
type, or when any section of the road is opened to traffic prior to completion of all work.
The Contractor shall ensure that work zone in question is properly signed, barricaded
and otherwise marked.
The Contractor will be responsible for the proper location, installation, and arrangement of
all traffic control devices during the period of construction. All open excavations shall be
protected by Type I barricades equipped with bi-directional flashing lights at each end of
the excavation, as well as at 50-foot intervals between ends for excavations greater than
50 feet in length and weighted down by two sandbags per each barricade. All street
closures shall be protected by Type III barricades equipped with bi-directional flashing
lights and weighted down by eight sandbags per each barricade.
The Contractor shall plan his work so that there will be no open holes during non-
working hours and that all barricades have been removed from the pavement during
non-working hours.
In the event that one direction of travel must be closed, the Contractor has the option of
setting up a detour route or using flaggers (minimum of two). The Owner's representative
shall approve proper signing and barricading of the detour route and lane closures, and
shall issue written authorization prior to closure.
The Contractor shall maintain his operations in a manner such that traffic flow shall not
be substantially impeded during the construction of the proposed improvements. Where
traffic must cross open trenches during a given work day, the Contractor shall provide
steel plates at street intersections and driveways. Prior to the end of a given work day,
the pavement surface shall be temporarily restored. No open excavation may be left
overnight or on the weekend without the express written permission of the Owner's
representative.
No street closure shall be permitted without the express written permission of the
Owner's representative. No street closure may exceed 800 linear feet, nor be in effect
from Friday night at 4:30PM to Monday morning at 9:OOAM. Where it is necessary to
establish a temporary detour, all the requirements of the Standard Specifications and
MUTCD shall be met.
As the condition and location of the work changes, the Contractor shall maintain all
traffic control devices and personnel engaged in traffic control, in a manner that will
accommodate the changing particulars of the work at any given time. Advance
warnings, detour and directional information and other controls or directions necessary
for safe passage of traffic around the work site including sidewalk closures shall be
reviewed and changed, if necessary, to meet the needs of the situation. Signage
erected, but not necessary or proper for the situation ahead shall be covered or taken
down. Barricading and signage shall be monitored on a daily basis to ensure that it
meets the requirements for work zone safety for the conditions of the particular work
being performed.
Pedestrian Circulation Improvements
SPECIFICATIONS 2
The Contractor shall provide a name and phone number for a responsible party capable of
providing emergency service, 24 hours per day, for the duration of the Project.
Basis of Payment: This work shall be paid for at the contract lump sum price for
TRAFFIC CONTROL AND PROTECTION, which price shall be payment in full for the
installation and maintenance of proper traffic control to protect the work and the public
for the duration of the Project.
CONSTRUCTION LAYOUT, STAKING AND AS-BUILTS
Description: The Contractor shall be required to furnish and place construction
layout stakes for the project. The Contractor will be provided a digital copy of the
plans, including northing and easting points, to be used for construction layout, at
key locations. The Contractor shall provide field forces directed by a Registered
Land Surveyor and establish the centerline of the project based upon the reference
information provided on the plans, set all additional stakes for the project, including
interchanges which are needed to establish offset stakes, reference points, slope
stakes, pavement and curb line and grade, culverts, sewers and drainage structures,
paved gutters, walls, monuments, fence, right-of-way lines, and any other horizontal
or verticals controls, including supplementary benchmarks, necessary to secure a
correct layout of the work. Stakes for the line and grade of pavement and/or curb
shall be set at sufficient station intervals (not to exceed 50 feet) to assure substantial
conformance to plan line and grade.
The Contractor shall be responsible for having finished work that substantially
conforms to the lines, grades, and elevations and dimensions called for on the plans.
Any inspection or checking of the Contractor's layout by the Owner's representative
and the acceptance of all or any part of it shall not relieve the Contractor of his
responsibility to secure the proper dimensions, grades, and elevations of the work.
The Contractor shall exercise care in the preservation of stakes and benchmarks,
and shall have them reset at his expense when any are damaged, lost, displaced, or
removed. The Contractor shall use a Registered Surveyor or Engineer and
competent personnel and suitable equipment for the layout of the work required.
Special attention is drawn to the fact that the Contractor will be required to keep and
provide to the City record drawings of the improvement. The Contractor will be
required to keep the as-built information recorded on the drawings. Standard
dimensioning techniques are to be used. The information will be clear and legible to
the satisfaction of the Owner's representative. Lettering on the plans will not be
smaller than 1/10 of an inch in height.
The Contractor will retain the services of a Registered Professional Engineer in
Illinois who will review the record drawings and then provide the signed and seal
statement of opinion regarding the contents of the information included in the record
drawings.
Pedestrian Circulation Improvements
SPECIFICATIONS 3
Basis of Payment: This work will be paid for at the contract lump sum price for
CONSTRUCTION LAYOUT, STAKING,AND AS-BUILTS which will include all materials,
equipment, and labor needed to establish, maintain and correct if necessary the lines
and grades as described herein.
INLET AND PIPE PROTECTION
This work shall be in accordance with Section 280 of the Standard Specifications except
as modified herein.
The Inlet Protector shall be a reinforced sediment bag with a frame that is inserted
between the existing frame and grate. The Inlet Protector shall have an overflow
feature to prevent ponding during heavy storms.
The Owner has pre-approved Flexstorm Inlet Filters as manufactured by Inlet & Pipe
Protection, Inc., 24137 West 111th Street, Unit A, Naperville, IL 60564 (866) 287-8655.
Other manufacturers may be used with prior approval from the Owner's representative.
Payment will be made at the contract unit price per each for INLET PROTECTION
which price shall include all costs associated with the installation and any necessary
relocation of the protection system.
Cleaning and/or replacement of the Inlet Protector will be at the discretion of the
Engineer and shall be included in the cost of INLET PROTECTION.
TREE REMOVAL
Description: This work will be performed in accordance with Section 201 of the Standard
Specifications.
Basis for Payment: This work will be paid for at the contract unit price per each for
TREE REMOVAL.
REMOVAL OF EXISTING PAVEMENT AND APPURTANCES
Description: This work will be performed in accordance with Section 440 of the Standard
Specifications with the following amendments.
This work will include all saw cutting. The removal of the monolithic high-back curb will be
included in the cost of the sidewalk removal. The removal of concrete median will be
included in the cost of the sidewalk removal. No additional compensation for pavement
removal shall be allowed without written direction from the Owner's representative prior to
the commencement of any work. All materials shall be properly disposed of.
Removals will be made to the depth of the new structure.
Pedestrian Circulation Improvements
SPECIFICATIONS 4
Basis for Payment: This work will be paid for at the contract unit price per square yard
for PAVEMENT REMOVAL, the contract unit price per foot for CONCRETE CURB AND
GUTTER REMOVAL, the contract unit price per square foot for SIDEWALK REMOVAL
and the contract unit price per square foot for STONE COBBLE REMOVAL, which price
will include the cost of removing and disposing of the materials and excavation to the
top of the proposed subgrade. All saw cutting shall be included in the unit price and will
not be paid for separately.
RELOCATE EXISTING STREET SIGN, RELOCATE EXISTING REGULATORY SIGN
Description: This item shall consist of removing, securely storing and reinstalling the
existing street sign and regulatory signs at the locations and per the details as shown on
the plans and as directed by the Owner's representative. The existing signs shall be
stored at a location that will prevent them from being damaged or lost. If the sign or
post is damaged during excavation, Contractor will be required to replace at his
expense. The contractor will supply and install with concrete if required.
Basis of Payment: This work shall be paid for at the contract unit price per each for
RELOCATE EXISTING STREET SIGN and RELOCATE EXISTING REGULATORY
SIGN for all work as specified herein.
The cost of the concrete foundation for the Relocated Street Sign will not be measured
separately and shall be included in the cost of RELOCATED STREET SIGN.
CONCRETE CURB AND GUTTER
Description: This work shall consist of the construction of new combination curb and
gutter and concrete barrier (type B) curb as shown on the Plans or as designated by the
Owner's representative in the field. All work shall be done in accordance with Sections
440 and 606 of the IDOT Standard Specifications and the details shown on the Plans.
The concrete shall be Class SI as specified on Article 1020 of the IDOT Specifications.
Basis of Payment: This work will be paid for at the contract unit price per foot for
CONCRETE CURB AND GUTTER or CONCRETE BARRIER CURB, of the type
specified, which price include payment for all earth excavation, furnishing and installing
all expansion joints, contraction joints, tie bars, sub-base granular material, backfilling
and any other appurtenant work as required. Depressed curb will be paid at the contract
unit price for the adjacent type of curb specified.
CONCRETE SIDEWALK
Description: This item shall consist of the construction of sidewalks as per the details
and at locations shown on the plans or as directed by the Owner's representative. This
item will include the subbase aggregate and any excavation that is required for the
Pedestrian Circulation Improvements
SPECIFICATIONS 5
installation of the new sidewalk according to the details on the plans.
Construction shall conform to the requirements of Section 424 of the IDOT Standard
Specifications except as modified herein.
The sidewalk shall be constructed on an aggregate base consisting of compacted CA-6
on a dry natural or compacted subgrade.
The sidewalk shall be constructed with contraction joints spaced according to the
Sidewalk Scoring Plan or as directed by the Owner's representative. The contraction
joint shall be one inch in depth and may be either saw cut or tooled at the time of
finishing.
Basis of Payment: This work will be paid for at the contract unit price per square foot
for CONCRETE SIDEWALK, which shall include earth excavation, aggregate base,
expansion joints, contraction joints, tie bars and all work specified herein.
Concrete Side Curb at curb ramps will not be measured separately and shall be
included in the cost of CONCRETE SIDEWALK.
DETECTABLE WARNINGS
Description: This work will consist of all the labor, materials, tools and equipment
necessary to install the prefabricated detectable warning pad. Construction will conform
to the requirements of Section 424 of the Standard Specifications with the following
addition.
Detectable warnings will be a prefabricated system. The size of the detectable warning
pads will be as shown on the plans. One warning pad per location is preferred, if it is
available from the manufacturer. The color of the detectable warning surface will be red
or equivalent, as approved by the Owner's representative. Approved products are listed
below and are subject to change during time of contract.
Wet Set by:
Tuftile, Inc.
1200 Flex Court
Lake Zurich, IL 60047
Phone: 888-960-8897
keith(M-tuftile.com
www.tuftile.com
Basis of Payment: This work will be paid for at the contract unit price per square foot
for DETECTABLE WARNINGS.
Pedestrian Circulation Improvements
SPECIFICATIONS 6
DECORATIVE CONCRETE PAVING CROSSWALK
Description: This work shall consist of providing integrally colored and stamped
concrete paving crosswalks. All work shall be done in accordance with Sections 420 of
the IDOT Standard Specifications and per the details shown on the plans, and as
directed by the Owner's representative.
The concrete shall be Class PV as specified on Article 1020 of the IDOT Specifications.
This item will include the subbase aggregate and any excavation that is required for the
installation of the new crosswalks according to the details on the plans.
The contractor shall submit product data and color samples for review and approval
prior to installation.
Installer must be trained or approved by the manufacturer of the decorative concrete
systems and must have a minimum of two years' experience with projects of similar
scope and quantity.
The contractor shall provide an on-site mock-up, minimum size of 4 feet by 4 feet by full
thickness. Demonstrate range of finishes and workmanship, including curing
procedures. Approved field samples set quality standards for comparison with
remaining work. Approved field samples may become part of the completed work if
approved by the Owner's representative.
Deliver materials in original packaging with labels intact. Store in clean, dry and
protected location according to manufacturer's requirements.
The Concrete Pavement shall have an integrally colored and stamped pattern as
Manufactured by Butterfield Color, (800) 282-3388, www.butterfield color.com
or equal as approved by the Owner's representative.
Integral Concrete Colorant: ASTM C 979, factory-measured powdered mix in self-
dissolving packaging, consisting of non-fading finely-ground synthetic mineral-oxide
coloring pigments and water reducing wetting agent.
Product: Butterfield Color® Uni-Mix® Integral Colorant.
Color: Uni-Mix® U35 — Shadow Slate.
Final color selections to be approved by the Owner's representative.
Clear Liquid Release Agent: Clear liquid bond breaker used with stamping mats,
texturing skins or texture rollers prior to imprinting concrete.
Product: Butterfield Color® Clear Liquid Release.
Stamp Mats: Semi-rigid polyurethane mats with projected texture and ridged underside
capable of imprinting texture and joint patterns to plastic concrete.
Manufacturer: Butterfield Color®.
Pedestrian Circulation Improvements
SPECIFICATIONS 7
Pattern: Ashlar Slate.
Final stamp pattern selections to be approved by Owner's representative.
Accessory Stamp Tools: Aluminum detailing tools capable of imprinting joints and
dressing stamped joints of plastic concrete.
Product: Butterfield Color® Stamp Tools.
Concrete Admixtures: Comply with requirements of the Standard Specifications. Do
not use calcium chloride or admixtures containing calcium chloride.
Curing and Sealing Materials: Clear, Solvent-Borne, Membrane-Forming Curing and
Sealing Compound: ASTM C 309, non-yellowing, VOC-compliant, high-gloss, clear
liquid.
Product: Butterfield Color® Clear-Guard TM Cure & Seal.
Flatten Paste: Manufacturer's standard product designed to reduce sealer gloss finish to
matte finish.
Product: Butterfield Color® Flatten Paste.
Slip-Resistive Additive: Finely graded aggregate or polymer additive designed to add to
sealer for slip-resistant surface.
Stamping: Stamp concrete surfaces according to manufacturer's instructions.
Mat Stamping: While concrete is plastic, accurately align stamp mats in sequence and
uniformly press into concrete to produce imprint pattern, texture, and depth of imprint,
according to manufacturer's instructions. Remove stamps from concrete immediately.
Stamp edges and surfaces unable to be imprinted with stamp mat with flexible stamping
mats. Remove unembedded pigmented powder release agent after interval
recommended by manufacturer and according to manufacturer's instructions. Pressure
wash surfaces according to manufacturer's instructions without damaging decorative
concrete.
Joints: Provide sawcut control joints approximately 10 feet on center and expansion
joints approximately 40 feet on center. Continue stamp pattern through joints required
for construction staging. Review joint placement with Owner's representative to
minimize impact to stamp pattern for approval prior to placement.
Curing and Sealing: Protect decorative concrete pavement from prematurely drying and
excessive cold or hot temperatures. Cure decorative concrete pavement according to
manufacturer's instructions.
Curing and Sealing Compound: Apply uniformly in continuous operation by sprayer or
short nap roller according to manufacturer's instructions. After initial application is dry
and tack free, apply a second coat.
Pedestrian Circulation Improvements
SPECIFICATIONS 8
Do not over apply or apply in a single heavy coat. Thoroughly mix flatten paste in
curing and sealing compound according to manufacturer's instructions. Stir occasionally
to maintain uniform distribution of paste. Thoroughly mix slip-resistant additive in sealer
according to manufacturer's instructions. Stir occasionally to maintain uniform
distribution of additive. Verify adequacy of slip resistance before opening up surfaces to
traffic. Do not cover concrete with plastic sheeting.
Repairs and Protection: Repair damaged decorative concrete pavement if required
according to manufacturer's instructions. Clean spillage and soiling from adjacent
construction according to manufacturer's instructions. Protect decorative cement
concrete pavement from damage or deterioration until date of Final Acceptance.
Basis of Payment: This work will be paid for at the contract unit price per square foot
for DECORATIVE CONCRETE PAVING CROSSWALK, which shall include earth
excavation, aggregate base, expansion joints, contraction joints, tie bars and all work
specified herein.
PAVEMENT PATCHING
Description: This work shall be completed in accordance with Section 353, 440 and
442 and of the IDOT Standard Specifications and the details in the plans. The patches
will not be quantified by type.
The contractor will maintain the edge of the sawed pavement during construction
operations or will re-saw the edge prior to placing the patch at no additional cost.
Basis of Payment: This work shall be paid for at the contract unit price per square yard
for PAVEMENT PATCH which price will include saw cutting, removal of existing
pavement, PCC base course, aggregate and HMA surface course and all other work
specified.
CONCRETE RETAINING WALL
Description: This work will consist of the labor, equipment and materials required to
excavate, compact and construct the concrete retaining wall as shown in the detail on
the plans. The work shall be performed according to Section 503 of the Standard
Specifications and as directed by the Owner's representative.
The concrete shall be Class SI as specified on Article 1020 of the IDOT Specifications.
This item will include the subbase aggregate and any excavation that is required for the
installation of the new concrete seat wall according to the details on the plans.
The contractor shall submit product data and color samples for review and approval
prior to installation.
Pedestrian Circulation Improvements
SPECIFICATIONS 9
The concrete seat wall shall include a stone pattern form liner in locations as shown on
the plans. The form liner shall be high-strength urethane form liners for cast-in-place
concrete structures to achieve a simulated stone masonry appearance. The work shall
be completed in accordance with Section 503 of the Standard Specifications except as
specified herein, as shown on the plans, and as directed by the Owner's
Representative. This item also consists of providing and applying a concrete stain to
the textured concrete surface.
Form liner shall be applied on exposed wall surfaces as shown on the plans. The form
liner module is to be integrated into the specified surfaces such that there are no joints
crossing the modules except where joints are indicated on the plans.
Submit shop drawings of the concrete facing patterns for each area of concrete form
liner. Shop drawing submittals shall include elevation views of the form liner panel
layouts for the texture showing the full length and height of the structures including the
footings with each form liner panel outlined. The arrangement of the form liner panels
shall provide a continuous pattern of desired textures and colors with no interruption of
the pattern made at the panel joints.
The Contractor shall provide a cast concrete mockup containing the form liner surfaces.
Locate mockup on site as directed by the Owner's Representative. Include examples of
each condition required for construction i.e. liner joints, construction joints, expansion
joints, steps, corners, and special conditions due to topography or man made elements,
etc.
Form Liners - Form liners shall be of high quality, highly reusable and capable of
withstanding anticipated concrete pour pressures without causing leakage or causing
physical defects. Form liners shall attach easily to pour-in-place forms and be
removable without causing concrete surface damage or weakness in the substrate.
Liners used for the texture shall be made from high-strength elastomeric urethane
material which shall not compress more than 0.02 feet when poured at a rate of 10
vertical feet per hour. Form release agents shall be non-staining, non-residual, non-
reactive and shall not contribute to the degradation of the form liner material. Forms for
smooth faced surfaces shall be plastic coated or metal to provide a smooth surface free
of any impression or pattern.
Deliver materials in original and sealed containers, clearly marked with the
manufacturer's name, brand name, type of material, batch number, and date of
manufacture.
Form liner shall provide a finish that mimics an ashlar stone pattern with approximate
stone sizes of 8" to 25", and an average relief of 1" and maximum relief of 1-1/4". The
following products are pre-approved:
1. . Custom Rock International, Pattern #1103 Rustic Ashlar, 2020 West 7th Street,
St. Paul, MN 55116; 800-637-2447 www.custom-rock.com
Pedestrian Circulation Improvements
SPECIFICATIONS 10
2. Milestones Incorporated, Pattern MS-1003 English Drystack, 235 Monroe Street,
Hudson, WI 54016; 715-381-9660 www.milestones-online.com
3. Scott System, Pattern #189 Teton Drystack, 10777 East 45th Avenue, Denver,
CO 80239; 303-373-2500 www.scottsystem.com
Form liners shall be installed in accordance with the manufacturers' recommendations.
Form liners shall withstand concrete placement pressures without leakage causing
physical or visual defects. A form release agent shall be applied to all surfaces of the
liner which will come in contact with concrete as per the manufacturer's
recommendations. After each use, liners shall be cleaned and made free of build-up
prior to the next placement, and visually inspected for blemishes or tears.
The liner shall be securely attached to the forms according to the manufacturer's
recommendations. Liners shall be attached to each other with flush seams and seams
filled as necessary to eliminate visible evidence of seams in cast concrete. Liner butt
joints shall be blended into the pattern so as to create no visible vertical or horizontal
seams or conspicuous form butt joint marks. Liner joints must fall within pattern joints or
reveals. Finished textures shall be continuous without visual disruption and properly
aligned over adjacent and multiple liner panels. Continuous or single liner panels shall
be used where liner joints may interrupt the intended pattern. Panel remnants shall not
be pieced together.
The Contractor shall coordinate concrete pours to prevent visible differences between
individual pours or batches. Concrete pours shall be continuous between construction
or expansion joints. Cold joints shall not occur within continuous form liner pattern fields.
Wall ties shall be coordinated with the liner and form to achieve the least visible result.
Liners shall be stripped between 12 and 24 hours as recommended by the
manufacturer. Curing methods shall be compatible with the desired aesthetic result. Use
of curing compounds will not be allowed. Concrete slump requirements shall meet the
form liner manufacturers' recommendations for optimizing the concrete finish, as well as
(DOT's material specifications and special provisions.
With the use of standard Portland cement concrete mixtures, the Contractor shall
employ proper consolidation methods to ensure the highest quality finish. Internal
vibration shall be achieved with a vibrator of appropriate size, the highest frequency and
low to moderate amplitude. Concrete placement shall be in lifts not to exceed 1.5 feet.
Internal vibrator operation shall be at appropriate intervals and depths and withdrawn
slowly enough to assure a minimal amount of surface air voids and the best possible
finish without causing segregation. External form vibrators may be required to assure
the proper results. Any use of external form vibrators must be approved by the form
liner manufacturer and the Engineer. The use of internal or external vibratory action
shall not be allowed with the use of self-consolidating concrete mixtures. It is the
intention of this specification that no rubbing of flat areas or other repairs shall be
required after form removal. The finished exposed formed concrete surfaces shall be
Pedestrian Circulation Improvements
SPECIFICATIONS 11
free of visible vertical seams, horizontal seams, and butt joint marks. Grinding and
chipping of finished formed surfaces shall be avoided.
Stain shall be applied on all form liner wall surfaces for cast-in-place concrete structures
as shown on the plans.
The concrete stain applicator shall have a minimum of five (5) years demonstrated
experience in applying concrete stains.
Submit manufacturer's literature, certificates and color samples of concrete stain to the
Owner's Representative for review and approval prior to mockup.
After concrete work on mockup is completed and cured for a minimum of 28 days, and
after surface is determined to be acceptable for coloring, apply color stain system.
1. Apply the concrete stain to the front face of the mock-up wall located on the
jobsite. Stain shall be of type and color which will be used on actual walls.
Application procedures and absorption rates shall be as hereinafter specified,
unless otherwise recommended by the manufacturer in writing to achieve color
uniformity.
2. General application to actual surfaces on the retaining wall shall not proceed until
jobsite mockup has been approved in writing by the Owner's Representative.
3. The approved mockup shall serve as a standard of comparison with respect to
color and overall appearance.
Concrete Stain — Special penetrating stain mix as provided by the form liner
manufacturer. Submit manufacturer's standard colors for selection by the Owner's
Representative prior to completing mock-up. The Owner's Representative will make the
final color selections after viewing the completed mock-up.
Stain shall create a surface finish that is breathable (allowing water vapor transmission),
and that resists deterioration from water, acid, alkali, fungi, sunlight or weathering. Stain
mix shall be a water borne, low V.O.C. material, less than 1.5 lbs./gal, and shall meet
requirements for weathering resistance of 2000 hours accelerated exposure.
Surfaces to receive stain shall be structurally sound, free of blemishes, discoloration,
surface voids and unnatural form marks, clean, dry, fully cured, and free from dust,
curing agents or form release agents, efflorescence, scale, or other foreign materials.
Methods and materials used for cleaning of substrate shall be as recommended by the
manufacturer of the water-repellent stain. Concrete shall be at least 30 days old prior to
concrete stain application. Curing agents must be removed a minimum of 14 days prior
to coating to allow the concrete to dry out.
The stain shall be thoroughly mixed in accordance with the manufacturer's directions
using an air-driven or other explosion-proof power mixer. Mix all containers thoroughly
prior to application. Do not thin the material
Pedestrian Circulation Improvements
SPECIFICATIONS 12
Materials shall be applied at the rate as recommended by the manufacturer. Absorption
rates could be increased or decreased depending upon surface texture and porosity of
the substrate so as to achieve even staining.
Temperature and relative humidity conditions during time of concrete stain application
shall be per manufacturer's application instructions. Do not apply materials under rainy
conditions or within three (3) days after surfaces become wet from rainfall or other
moisture. Do not apply when weather is foggy or overcast. Take precaution to ensure
that workmen and work areas are adequately protected from fire and health hazards
resulting from handling, mixing and application of materials. Furnish all the necessary
equipment to complete the work. Provide drop cloths and other forms of protection
necessary to protect all adjoining work and surfaces to render them completely free of
overspray and splash from the concrete stain work. Any surfaces, which have been
damaged or splattered, shall be cleaned, restored, or replaced to the satisfaction of the
Owner's Representative. Avoid staining the "mortar joints" by providing suitable
protection over the joints during the staining process. Sequencing: Schedule color stain
application with earthwork and back-filling of any wall areas making sure that all
simulated stone texture is colored to the minimum distance below grade. Delay adjacent
plantings until color application is completed. Coordinate work to permit coloring
applications without interference from other trades.
Basis of Payment: This work will be paid for at the contract unit price per foot for the
CONCRETE SEAT WALL, which price will include the sub-base granular material,
concrete, reinforcement bars, expansion joints, all excavation and backfilling, form liner,
and surface applied concrete stain.
THERMOPLASTIC PAVEMENT MARKING
Description: This work will consist of providing Thermoplastic Pavement Marking of the
size and type indicated on the plans in accordance with section 780 and 1095.01 of the
Standard Specifications.
Basis of Payment: This work will be paid for at the contract price per foot for
THERMOPLASTIC PAVEMENT MARKING LINE, 4 INCH, THERMOPLASTIC
PAVEMENT MARKING LINE, 6 INCH, AND THERMOPLASTIC PAVEMENT MARKING
LINE, 24 INCH.
SODDING
Description: This work shall consist of preparing the ground surface, furnishing and
placing topsoil to a 6 inch minimum depth, fertilizing the areas to be sodded as per
IDOT specifications and furnishing and placing salt tolerant sod. The preparation of the
ground surface shall include the removal of the existing sod and any excavation, if
necessary, of the existing ground to obtain the required 6 inches minimum depth of
topsoil. This excavation will not be paid for separately, but shall be included in the cost
Pedestrian Circulation Improvements
SPECIFICATIONS 13
of Sodding. All work shall be performed in accordance with the applicable requirements
of Sections 211 and 252 of the IDOT Standard Specifications. All grass areas that are
disturbed due to installation of the sidewalk and appurtenant construction as approved
by the Engineer shall be restored by sodding.
Watering shall be done as directed by the Owner's representative, in accordance with
the requirements of Articles 252.08 and 252.09 of the IDOT Standard Specifications.
The sodded areas shall be guaranteed by the Contractor for a period of one year after
installation. During this period all defective areas caused by inadequate watering, salt
damage, pedestrian and traffic damage, shall be repaired at the Contractor's expense.
The Owner's representative reserves the right to postpone placement of sod if weather
conditions are found to be unsuitable for effectively growing sod. The Contractor will be
responsible to keep all weeds and/or other vegetation under eight inches (8") in height.
Weed control will not be paid for separately, but shall be incidental to Sodding.
Basis of Payment: This work will be paid for at the contract price per square yard for
SOD.
SITE FURNISHINGS
This work shall consist of furnishing, transporting, assembling, and placing site
furnishings including benches and trash receptacles as specified herein, as shown on
the plans, and as directed by the Owner's representative.
Contractor shall submit product data for each type of furnishing specified. Final color to
be selected by Owner's representative from manufacturer's standard color options.
Bench:
Product: Scarborough, backed horizontal strap, 72" with center arm
Color: Stormcloud
Finish: Powdercoat
Mount: Surface Mount
Manufacturer: Landscape Forms (800) 430-6209
www.landscapeforms.com
Trash Receptacle:
Product: Scarborough, vertical strap (side opening)
Color: Stormcloud
Finish: Powdercoat
Mount: Surface Mount
Manufacturer: Landscape Forms (800) 430-6209
www.landscapeforms.com
Assemble and install furnishings at locations as shown on the plans. Anchor benches
with appropriately sized fasteners as recommended by the manufacturer, and as shown
on the plans.
Pedestrian Circulation Improvements
SPECIFICATIONS 14
Basis of Payment: This work will be paid for at the contract price per each for BENCH
and TRASH RECEPTACLE.
LIGHT BOLLARD COMPLETE
Description: This item shall consist of equipment, material and labor required to
excavate and construct the foundation, install the ground rod and furnish and install a
light bollard assembly. All work shall be performed in accordance with the plans as
applicable to requirements of Division 800 Sections 801, Section 806, Section 821,
Section 830 and Section 836 of the IDOT Standard Specifications. The light bollard
unit shall be a Philips Gardco Model No. BRM32-42-CWL-NW-180-UNI V- BRP or
equal.
The concrete shall be Class SI as specified on Article 1020 of the IDOT Specifications.
Basis of Payment: This work will be measured and paid for at the contract price per
each for LIGHT BOLLARD COMPLETE.
WALL LIGHT FIXTURE FOR CONCRETE RETAINING WALL
Description: This item will consist of the equipment, material and labor necessary to
furnish and install a cast in-place recessed steplight and junction box into the concrete
wall as per the details and at locations shown on the plans or as directed by the
Engineer. This work shall be performed according to Division 800 Section 801, Section
812 and Section 821 of the Standard Specifications. The step light unit shall be a Philips
Gardco 96 Line Steplight Model No. 960C-S-4-UNIV-BRP or equal.
Basis of Payment: This work will be measured and paid for at the contract unit price
per each for WALL LIGHT FIXTURE COMPLETE.
METERED CONTROL CABINET
Description: This item will consist of the equipment, material and labor necessary to
furnish and install an aluminum enclosure, metering socket, electrical control
equipment, grounding rod, and concrete foundation a shown on the Plans or at
locations designated by the Engineer in the field. All work shall be done in accordance
with Sections 801 and Section 825 of the IDOT Standard Specifications and the details
shown on the Plans.
The concrete shall be Class SI as specified on Article 1020 of the IDOT Specifications
Basis of Payment: This work will be measured and paid for at the contract unit price
per each for METERED CONTROL CABINET.
Pedestrian Circulation Improvements
SPECIFICATIONS 15
ACTUATED PEDESTRIAN WARNING FLASHER
Description: This item will consist of the equipment, material and labor necessary to
furnish and install a concrete foundation, traffic signal post, signal heads, pedestrian
push button, signage and a crosswalk beacon control module at the location shown on
the Plans or at locations designated by the Engineer in the field. All work shall be done
in accordance with Sections 801, Section 806, Section 858, Section 875, Section 867,
Section 878, Section 880, and Section 720 of the IDOT Standard Specifications and the
details shown on the Plans.
The pedestrian push button shall be light and sound confirming when activated. Both
push buttons shall acknowledge activation. The control module shall be a JSF
Technologies Model AB-7412-AC or equal.
Basis of Payment: This work will be measured and paid for at the contract unit price
per each for ACTUATED PEDESTRIAN WARNING FLASHER.
REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT
Description: This work shall consist of the equipment and labor necessary to remove
and properly dispose of existing traffic signal equipment in locations shown on the plans
scheduled for replacement. The items to be removed include:
1. Pedestrian Signal Head, 2-face bracket mounted 4 Each
2. Pedestrian Push Button 4 Each
3. Traffic Signal Post 1 Each
4. Signal Head, 5-Section, 2-face 1 Each
Basis of Payment: This work will be paid for at the contract unit price per lump sum for
REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT.
RELOCATE EXISTING STREET LIGHT
Description: This item shall consist of equipment, material and labor required to
excavate and construct a new foundation, remove the existing foundation, install a new
ground rod, and relocate the existing street light pole, install new electrical cable and
reconnect to the existing lighting system. All work shall be performed in accordance
with the plans as applicable to requirements of Division 800 Sections 801, 806, 810,
817,836 and 844 of the IDOT Standard Specifications. No splices are allowed for the
electric cable extending in either direction to'connect to the existing lighting system.
The concrete shall be Class SI as specified on Article 1020 of the IDOT Specifications.
Basis of Payment: This work will be measured and paid for at the contract price per
each for RELOCATE EXISTING STREET LIGHT.
Pedestrian Circulation Improvements
SPECIFICATIONS 16
90-10'6Lp56LOSU
CM•ez ninr
ON]019 UOd 03nS51
S1N3N ONdM N uLL n0Ll0 WaS303d
O
V E30
r
E cO1 E f O
E mK c wco p N
Nr'na_ ca O O •i
n - O 'O
cc O
«o2; �WC O
CO O O
z `—°° c Ca MN O
wV m.rno 2i0 oin
` d u r
X mm mi.mc�m m0 U
cn
Ur rfOJ Ur JU W W J "r L+m'
C
.-NL[11�m���m� Q•
`�^
(^':
a)
i
O
i
E
O
U
L_
C)
0
NEE9
V g $ 1 o
p m N m
.L a c
y O
L mY
m �cYa O N U a�N= mo �mg«o
fca p >�O SrvzLL �w W W QnlS�u
E
• • g
6
c=' Q
ao ao 0
� �mgmmr
0 F>LL Y�U
3 Z 8
N
t
hm".5:V6c'aC'5�xvn'%?,�vec::aY*a�?-vn:�tmuamfi`.SwiWw.�a�.cT
I-S8 Y we c w >smNg E � vo - mz o
Iw
Y 6` N 7 d �' oo m� :
d> c4 m 'O U
U n r _ F❑.
N
4v9ie
ta
Z.
llo
"n3 -oE e3_E:__ com
ra$ e5`
� E os Tim ,.
V $� E9r� Fm c� vsi�:°4 m4W
all tea_ S� .3ao
L _ _ .E° 's m- 9-m
EL-a -c�a
sow 3. aEs %Say s _'` y
�mE `° cm$°° S° u - °u c4c
:E$ °EL - Lgc €.��Cm U9u .$S c$- � @C•_ m� n5�§c -a-_.: E�`E - 4°m��'eq y`-sa-
:n %ra _ • t4°_ _ `_5�E 7 o4m3 � -°° E` c oLmv�C °nE C - ° o°e e�S-
m : :s m 4• ome e�=m- n9tEmm' �o.�aY w
{a
uz
€°'E >4°
°°°
m
Mg.
E- �a EO€
N 9�i M C °'"-o$o .e�m �s` _ a ' a @, o °" •a -
E
c -
m €� Ss€ C • 5sr9„-,_€;s� - _ 4°:-
is�
Z ° sv_- _ E'us C Tm' nE93c-c€ $ cCt
E
-,S --n§-€oE
hE_• °- °Ls y _ °E ' S: �=
jE
• °_ 3'E :�C �S nose sGs am smm
0 COIL m m
gam$ gym°
E a
�o 25 O
N U
m O
_ ONN� O�Y LLOLLLLUUU OOOOLLULLLL�0000 ��cU<U UGG<Ua<UQ<VQO OOO<UQ<Ua ODUGQ <U U200 O��UU¢¢<V<
6y00NN¢�w OOOOONN Om00000 Nh
O
W m s U n E c
o
to
��- a �E- �a �z @�E=c'a
a oa° ?6E m��ge �eeemm 3u d :wUxm :1 72 W w $w�wm°w
_ ?2� aa� ��E"i $€€ 9g t gg �e. uQeg&9--��Sw=E`m°-�y�a =g:3
�a� € s��ne4m88 afio�`Sa` XX� a$mV" �a3wSm:�g�aS�F= ����8 weErc�w
� o oEi r`� - mi>a°m r`¢¢ u'cg c�c�c�mSodnB�E� .ar�mF
CO
$c o o w m o w S� _�s
CD
� a om W m m o � b f N
• • \ $j88 ya o o•M R °'o o. '� o� N?z Mill° ao C o! S
N � U, mY_ m oo oil
o a
3z d]Occ Sa i - O oil�
C N
N
J
S c C
O �
a m < J
EEff' S31tId�Fi�1tlY9 ° s ' �s `�� `'1`1- vm
UK
is
t ,
VR
ft
Ak
� t3T
i
��
40 i $
W �
9MOi!'JFAtldS � � 1 S'` rt s€
_ 1 \
3
s i
AR
nil
way i
wk
CUP- ,
e Aw
s a
s lk
7� It
lot Am
WAS
i ,
w fi a
sA
k IV
l -
P
^� 8e8'YS53N1FHo1
/
i
W$ m ro CN
a m 2 E
EL 6 O �o O �w v v
Q N m w
y 3 yE ~ O b
bo
c z
cw
102.
s w
yU �
m N d = m p
rc m E 3 $
W N o
O
W d
a a � �
6A
1 -� 1 iuv
a� "4a1�x crc� Ii F � tins i 4n� �#
# \
k f£
S
Pilk
35t—NtY3k-.3�3k1 4 9 - � ' I
an
v ai \
Sw
z
N ' i a ACE +��u
i
}
i
lot
1 uzs ;.F
OKI , at
-
� � ,' 1
s "IRS` a - a lei ac
AI
w t i al
= i33kE5. .5
'a \ S'Z1^F8'd15�[4�HO1 "� olll # t
s eE mo my � M
ga O m sg 0 F g e C s R
TAI—
ca (13
75 E
cc rc ps U U Do U W 0 y
.2 c T R
v_yi Y� U l�T1I�
o
� a
3
e
x Y U F= Q O m OO OO
LU
0
Z
LU
I Ix
2 = W
CL r J
5 L8k8 bL 3N1 Olv F r Q 35 d
� ri
f
- l
I ei
"Al
Ym
IN
Ve
Ucll 15-
JA
S a
a £
,: t
ik $
___fix � �� -% ✓i t6 d
�& n
z - ._
e i
G i lkl
aN
ON
ems: Pil
Or
At
SS'ZfYB' .LS'I+YElH�l eY
- °o e a,m O c €'set$ -<° ° - o
IL �m 3
�a
a� c6 °m -p U N
a O 0
p CL U 2 r a a
U� o
z CL
W E V E
O a. $ '2_2
Cl) B E a ;c
c°°me m
O U E.°d o m — S .m m c g _
$Nm 3a am
y
W _ E
m m
ESm
J3 _ -KaE o� nNry a 3m" cE E �-° "o E ma - w 2.Z ° >°° a > ma z. E
aE mn� Eye M- E
m.q a v° m_� c c t E a_ .- _ i i
Z ° 3t °. 2cm .mS —°m ca E" — E`o 3 _ y m c7�! E:
E
-E
—8 m E° EEc m =t E
m — v ¢2�? c
L c ° S c°`
w m ¢n9 c
E E - o
E' ;o E`c °o S m m A m m g ° o Z
LU
W .Eap
E501.1 ma m$o uta� _o& =Eo F3� m8. a`a °E W
(n °u r._ ri§cm nE m m 2 �m0 J
✓ z �a ' € 5 r
Ilk A,
-s ku a '
Y � �
x
b d \ H
a \ k f
y \ °a-
�.
"a m
ax Za
' y
ATM
IRE D;
E �
i
s
Y
z �
111 �
.u
O o�
5
• • a N m m'o m w` m m R E m x
EB
E a -
O UEomB my ag° _ l
` E mmm E c
a¢
-
o�
E� a E
m om m m
Mill �E mz of ° ¢c I5 ` ' a o c E a 2 o J!11
m-'°+ 15
W E 0 E ` � =m m 9 mm 0g; -
m-
Z
� 3°° =:m`
�m 2.
(n _m8 is! `m :°m em m svm m o nE mm. m n J
55 Z9 r$-cJS 3t1IlH�lbYk z ��� /� vi 3
F
rtwo F ,f` \,s 'acv's ` Y
fzii
Six
s
�+� x
m
sue=
�� .. w �"� g a
1 >u `' i £Y
f i e' li aa`
s � 1
T i F EC
NAM WT
�h
S t R £
�°�
a: Ago h
Not £
" 4�v'b8*8"YLSN4HJ1 JL111 H
E
all o ° a w o c p h"i D E- "1 �i
EL U s a m = z
Q
:®zF i
Z
in; lit n c
-
-
_ _r 3
lit cE
1
: aa
m
y E E E k
F aa INS as m
0 °� a1,c 8 = g J6
Z ®EEC m @o mE E
n m moan ry n o Z
O dam: E m ct �
am 3 =�0 ro3 J
r Y '
114,
bgf
Ms Ogg j
SX
ANY"T PA
All"I'll a \
N "
v
i MI^ � �" Jog
T^
01 is I IS
s
a
1iaE
• • \ X88 O8 ¢� o f6 O C J "_'°°m
1888g w mo f0 maooR
$$€ ; m m a N
LL a, v�3 i N °W_ O vp c `a
°+ u 0 o W - Vp R
- U 2 a m S b
E ®e
N x5 T
Z
ZZ
- m
ill -�o yo 'o a°n E -
9ou - a
°�m
-c E
m a^ 3 m E d m¢=
IN at Ea 2€ a 2a o U 3.m 0
O
all
V_r€ o9a mE d W Z
`ocnm m o ua °' ? mm o uu o
°y r5n€ m:m r �a an W
°w 3 m�o mi 3 'd z w J
133HS
lk
Z9*8�YLS3tt1fFlJlbW ° iti - s r
ism
R A'
Sys
ffil
HR
MEN Z
NMI-
SO>R ,
R t Al
fwva l
VAN fit
fJ
r;x -
OR
WU
xw
WON RE" K
its
R MOT
�r
O E.5,335
• • \ m's`s m o 00 o,N
d m m a= y m
di
m �
CL 3 = m R
N Wa a_
Ur o ?
Elf m m
its 41 i arc
t c E d o
O 8a me w -
y'o sm a
3
T
1
��2ER'✓ � � s\ d`3'�a
�,
Aw-
OR
mom j.
Rk
t
v h`_
y 05 PIZ, I
know
MINIM, I
x
\ a ,#
\ ': i
11111 Mugl 1 i sin
. 2 1 4 12
mm ffie
C c �cD Wn m
f6 Y N O o m a=F m
®o
wx
o� g m3
a`m cm 3 Za
aSi 11 its
oil
-cg mcEm ,co
Z _?u E m E m O
W
o ,133f�fi 33vw' .'c v; § \ r I?— f Ysi p
aS H1SII�I�lY�I s at� ! ',will
AM
Mv
\ ! I 'z w.
no NAN
W, _I
wow
r dt I�
i
�Rx
pAlpLl'JNtIMS \ ,� '. E 1 (?+?tF
abC
w
lit
MR 1
\�
�s a x 1 ai Lei
xxxxxx
F k e F t I
I
loop
Aug
HOi
Atom
$F a 0 0 `u C C ;.:- "�'$ o
a�
Y U u o m f
°Y U N 'oo
3 8a 2 O m R
EL U - a
E N x 8 b F®a
3E
B`u -
aa
_ agg
g 9$
E 8 Z5
Z
tj
Z $o n D 0
g o ry, W
n �B' a W m
r.
all
& a Y `^
St
AM
k ��a
- t Is t uhf r�
a
- 9P+no
h l
L
! g
ors \ Ml l
• • w as w � — . c 1 w
11111 Uom c m r F _Is a o No-
�
U 2 j a a
3 rn a w- a r o
N -1-
®
Ur o i
5g
3 E
�r
-
E
� E m
� aaa
Z nam -OO m°
Z 1 D mm= D
UOZJ
OWN
343S33S rr tI
55 B dl_$�tr O-L = 1
my
c
AS I
a a
18,C a i �:
�
JI
A� _ S
`avolt�[�aasJ �
t .."va aF >
e h N
twge .I
Ak a,
jB win
Am Is Y' 5a
t
1 ik
egg
Ii UNAT
J
• - x'�'`- ��Y to � & s I yi
�. yk
k � �
x
PON� .L33NS3�S
ASS�Si#$YSS 3(NliHOl
@ o O
• • \ 88 e4 °dO YY ¢m a u n C N C ym N ao.aaga� m m
O
w W w i M r o$
An co
rC. 1
5 OZ
0 Ro" y i Jim
CL
� N U� V F❑
.31
91 E
° 99
s` _- e
cs�� a sE
1 2
U s U c J ZIS'u
�8
E
m -
Z a u?R�Ii9S E C S C
C `
�• cu 5
MMUIR
F N y tC
x t6 N _ e� y
CO U d
U
�l O
sr U w (q U
e "�s 04 _ sEzn�E
8ggg_a- 3 sE' y
m � �
F U 11h, U
U ° a
m CL
g oa
a>
N 4 H
U
CD
It
E x�E °SEE-'A
°EE Ea aES a'� E _c ° c - •�E .6.-
L = i:; s:_ Mo -uL� zc0 8t SoE ry s� °.cE
Is
`° EMI'�:I' _
_
Ec .°-• aE - - 7 :E E.nE Eo a C7 aE EE
.oa`o e°_:o v -o G n e :oaro A Q
` E E E
>
L -
w 4
� w
Y 3 O 6
3 4 4 N C C
N f0 f6
cn m U U
a t
O U C _
❑
d o 0
5n" Sir'
• \ 8 a o 0 <_ o n 0 C mznvao Eo -°°- m m z s r n
• • �� i (6 CO e N f6 N -s -0 U: ms a w O w d
.0 °
a � r
3 = °� U `❑°
N
!n w
IF
Ur
�8
Jy 3 m
O 2a $ 4 5
� E E
- ag UQ U
C
(A
d
J6 N §
t6
U
O
N
Q' m
en°
u' 6b S a
y_ •a
N -
ter..., .
wnk Ti` F L CO)
0
CL
E , a b
m c
� -R,
is nit
s°
?s° _ _ ?
!M!M
}} Q s?uz m
...
a
qT— a
� b E 4
r �� N
�1 ■■ ) j \ § § 3 /q\ f e R , a_ . ! gym ! .
.. !:) ( § -
| \� » �k5
� k - o` :
• ��) )t � k � \ - :
= o , 7 ]
HIT
� - �\ � (❑
§ \{}} )
)
. .. @ .
\ LL
/ !
n
\j\| . .
{\ t\
� \}
\ \ \ ! ! L
&\ k\ t\ to
- D § e ;
\\ � � q
• • J$$ a yam+ C as nT Wr < w F � Y
l0 Y N G o
till!
O _
- a U ? s o 2
3 m s uY W a ®o
1r
Vtill
as v E 9¢ ¢ ¢ w w X
Lu
W3AEA. t Z
it
was
E E
} O
It 1 ku;,
rR
y
7
t
c a l a
ff
A, Aib
qj
}
I
DNA a 4�
i
\ gg Vie'
gm
HOT
did
x
a
I jffii �1
etf
• • \����� o � O Y_ 'o•� O C h 2..tlee c ih _„H �m � m � _ s r
Ela
1 51
N wx
Ur o
y _
- E
vU
E
0 03 � om LL } K aU
W e
W J
333ttS�3S i� i �� » W
€rte
IVA
r w k 1
.. 0 lot
Z d
Nk
E �
1 � 1 �
NBC
Na
mows
pit 42Z z
3v Nku3xars & - c z % pl i
v
Y ms �t
v t s,
ISO
WSW
s �r
ws�'
F €
(b p
-
- U Q m (D _ a
A W F❑°
xs W
U� ag 2
ie ae4 �
�4 -
�
a
aas a_H
�a � �' ae
a,
i N�-
! g £ a
1 £
es€ @ H = s s W e F
sIg 1a
P gc ga
r
4 � ��Qa� � s � 9� m e � � i�E 3�i� ', � 9�����'��1 i� _ _ ea ° ]� • g�
s � a fi�s a H a a e aS fig ` F 'e It
8_-t
H e H£ �$ ��� E: � y'y g Sz�� � • aff s gs�� �1 !` F E11�y�l 9 fie`°€ _ _s °�� �
s s°a : Ip g a dtl
eggg`
u aO N 14 i 3• z i"'S gfi Y Wfia � 5 a
'g'UT a H�€ � 6 : 5 �� �ffi � �€ � ^`; � s 3�y fie 411i
`H sd, s a 4F n i @b .off ses": 'I 1{ �6
a4a H °p,s E s � is sa $ i „a j HRH s E '= a $ �. o •\ H 8 # as
ws
ki
� I
6 Leg
�j �;s' H e6?.� es�Y�� �s � _o_ 3€ a •€
j�a E..iw > x. S
§= a
e3
' a� �d�
S 3
O "G
CG
1
� F
9H
1ffi� $ o N O o W O C a 2 m a Fh + m m o
• • \ d88 'o •��+ L6
Cc m
CD
p „o D U o UW<.� o — W
N u 0 F❑e
Ur �
' $s I id Z�
c�
;F F•a � a6��Fi3 .4� i @�
gg4' y
Y
Y
Mz
ji
8 4:ail
Y sS$ a Fa E @
€ €t
gJ aF 3 a3 F- '�€a a a: ffib Y $�Y,,
i zz a'
i
\`Ff% S
ITJ
S + g x•..
I
0
Y
I I
s
a
€€k rn
i
u?la a
4P
LT
H
Y% 1c , s lc F a '�c g � °•
• • \ �`gg cos° °+ .� N �: --� '� W$ W o w ❑ o, x
R sm
3 O so
U Qc.
C 9 U W O r❑.
N ?
N wx ❑
{{ Ur
i
it S .p CSC x
_
r }#4a
fill. L J L
Hip
_\NL
g £
p a
f
E
sb
`-fie Via' � 3sE5 $Ed e s� P,iy§ —I r g ��E\ , i s°
p\-.�ai �I+• �¢ ,J' VII 6a
s
gg t
R
I
t J ;Ie
g e + E
a
$ � mm in
.2 15 C14
o
—Y � sE m as
m °m V N 'oo m
3 6>0Sa a�i > ° -
d U O` _ n
CL 3
E
4;;t
iEE
s} Owl t ' I1 a rst 1
a . I
` ~ 1 Al
V/
` /��JiJ
ar
aa? ry�1 T a z.pp> i
'r Y [1 111 fig[2;
jig
Ll
i �€
; . o s
t �
a
--- « a
I�1, e _ !-I. a
I �4
a
�r
L
7
I 3 � a