Resolution 2006-030 ebb
Illinois Department Resolution for Maintenance of
p Streets and Highways by Municipality
of Transportation Under the Illinois Highway Code
BE IT RESOLVED, by the City Council of the
(Council or President and Board of Trustees)
United City of Yorkville Illinois, that there is hereby
(City, Town or Village) (Name)
appropriated the sum of $30,000.00 of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2006
(Date)
to April 30, 2007
' (Date)
BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved
Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this
resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above.
BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above,
submit to the Department of Transportation, on forms furnished by said Department, a certified statement showing
expenditures from and balances remaining in the account(s) for this period; and
BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this
resolution to the district office of the Department of Transportation, at Ottawa Illinois.
I
i
I, Jacquelyn Milschewski Clerk in and for the United City
(City, Town or Village)
Yorkville County of Kendall j
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the City Council at a meeting on April 25, 2006
(Council or President and Board of Trustees) Date
IN WHEREOF, I have hereunto set my hand and seal this as day of C
(SEAL) " City Clerk
(City, Town or Village)
a Authorized MFT Expenditure
" U date
Department of Transportation
7001 A,1✓
RA(ional Engineer
I ,
Page 1 of 1 BLR 14230 (Rev. 9105)
Printed on 3/29/2006 3:25:08 PM
i
Illinois Department of Transportation
Division of Highways /Region 2 / District 3
700 East Norris Drive / Ottawa, Illinois / 61350 -0697
Telephone 815/434 -6131
August 2, 2006
Ms. Jacquelyn Milschewski
City Clerk
800 Game Farm Road
Yorkville, IL 60560
CITY —MFT
City of Yorkville
Section 06- 00000 -00 -GM
CONTRACT
i
Dear Ms. Milschewski:
The contract in the amount of $24,895.55 with SKC Construction for this
section was approved today.
Authorization to expend $24,895.55 of Motor Fuel Tax funds for this section
has been approved and should appear on the city's next Motor Fuel Tax
computer printout.
The name of your QA Manager must be forwarded to this office prior to work
commencing in accordance with the Local Agency HMA QA Procedures
(Circular Letter 00 -11).
If you have any further questions, please feel free to contact Kelly Vlastnik at
815- 434 -8575.
Sincerely,
Gregory L. Mounts, P.E.
Deputy Director of Highways
Region Two Engineer
)—�. � K�
By: Kenneth R. Lan P.E.
Y g�
District Local Roads & Streets Engineer
cc: SKC Construction
Debra Baxter, MFT Auditor
KV: rg /06 -G MYorkvillecontract
RETURN WITH BID PROPOSAL SUBMITTED BY
SKC Construction, Inc.
Contractor's Name
P.O. Box 503
Street P.O. Box
West Dundee Illinois 60056
City State Zip Code
I
STATE OF ILLINOIS
U) COUNTY OF Kendall
O �.
D- E United City of Yorkville
0 p (Insert name of City, Village, Town or Road District)
`
W
- ESTIMATE OF COST, SPECIFICATIONS, PLANS,
, CONTRACT PROPOSAL,
Z CO CONTRACT AND CONTRACT BOND.
W O
i
W (Strike out that which is not applicable)
2 0
~ o
Z Z FOR
N
F-- THE IMPROVEMENT OF
W 4—
LO STREET NAME OR ROUTE NO. 2006 Joint & Crack Filling
O O SECTION NO. 06- 00000 -00 -GM
Z v
0 TYPE OF FUNDS MFT
W N
Z -
4? TO BE CONSTRUCTED UNDER
Z THE PROVISIONS OF
W
O
p THE ILLINOIS HIGHWAY CODE
m
Submitted
Approved /Passed July 12, 2006
APPROVED
DEPARTMENT Q� DEPARTMENT OF TRANSPORTATION
Mayor
For County and Road District Projects Onl Date Z, �p
Subm itted /Approved v
� R i nal inee
County of Hi hwa
tY s 9 Y
Page 1 of 1 IL 494 -0328 BLR 12210 (Rev. 7/05)
Printed on 7/20/2006 6:09:21 PM
Illinois Department
of Transportation Notice to Bidders
Route 2006 Joint & Crack Filling
RETURN WITH BID County Kendall
Local Agency City of Yorkville
Section 06- 00000 -00 -GM
Time and Place of Opening of Bids
Sealed proposals for the improvement described below will be received at the office of the City Administrator
City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560
(address)
until 11:00 o'clock A M., June 1, 2006 Proposals will be opened and read publicly
(date)
at 11:00 o'clock A M., June 1, 2006 at the office of the City Administrator
(date)
800 Game Farm Road, Yorkville, Illinois 60560
(address)
Description of Work
1
Name 2006 Joint & Crack Filling Length N/A feet ( N/A miles)
Location Various street locations as identified on Location Map
Proposed Improvement Consists of routing, cleaning, and sealing of joints and cracks in the pavement with
rubberized asphalt cement and traffic control in order to safely perform the project.
Bidders Instructions
1. Plans and proposal forms will be available in the office of the City Administrator
City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560
2. If prequalification is required , the 2 low bidders must file within 24 hours after the letting an "Affidavit of Availability'
(Form BC 57), in triplicate, showing all uncompleted contracts awarded to them and all low bids pending award for
Federal, State, County, Municipal and private work. One copy shall be filed with the Awarding Authority and 2 copies
with the IDOT District Office.
3. All proposals must be accompanied by a proposal guaranty as provided in BLRS Special Provision for Bidding
Requirements and Conditions for Contract Proposals contained in the "Supplemental Specifications and Recurring
Special Provisions ".
4. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS
Special Provision for Bidding Requirements and Conditions for Contract Proposals contained in the "Supplemental
Specifications and Recurring Special Provisions ".
5. Bidders need not return the entire contract proposal when bids are submitted unless otherwise required. Portions of
the proposal that must be returned include the following:
a. BLR 12210 -Contract Cover d. BLR 12222 - Contract Schedule of Prices
b. BLR 12220 - Notice to Bidders e. BLR 12223- Signatures
c. BLR 12221 - Contract Proposal f. BLR 12230 - Proposal Bid Bond (if applicable)
6. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment
to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished
according to the contract. The scheduled quantities of work to be done and materials to be furnished may be
increased, decreased or omitted as hereinafter provided.
Page 1 of 2 BLR 12220 (Rev. 7/05)
Printed on 5/11/2006 8:26:05 AM
7. 'Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands
all "requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from
failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for any
costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder.
8. The bidder shall take no advantage of any error or omission in the proposal and advertised contract.
If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope
furnished by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate
its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be
marked to clearly indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding
Authority at the address and in care of the official in whose office the bids are to be received. All proposals shall be
filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified
will be returned to the bidder unopened.
10. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person
before the time for opening proposals.
11. DOES NOT APPLY TO FEDERAL AID PROJECTS. In accordance with the provisions of Section 30 -22 (6) of the
Illinois Procurement Code, the bidder certifies that it is a participant, either as an individual or as part of a group
program, in the approved apprenticeship and training programs applicable to each type of work or craft that the bidder
will perform with its own forces. The bidder further certifies for work that will be performed by subcontract that each of
its subcontractors submitted for approval either (a) is, at the time of such bid, participating in an approved, applicable
apprenticeship and training program; or (b) will, prior to commencement of performance of work pursuant to this
contract, begin participation in an approved apprenticeship and training program applicable to the work of the
subcontract. The Department, at any time before or after award, may require the production of a copy of each
applicable Certificate of Registration issued by the United States Department of Labor evidencing such participation by
the contractor and any or all of its subcontractors. Applicable apprenticeship and training programs are those that have
been approved and registered with the United States Department of Labor. The bidder shall list in the space below, the
official name of the program sponsor holding the Certificate of Registration for all of the types of work or crafts in which
the bidder is a participant and that will be performed with the bidder's forces. Types of work or craft work that will be
subcontracted shall be included and listed as subcontract work. The list shall also indicate any type of work or craft job
category that does not have an applicable apprenticeship or training program. The bidder is responsible for making
a complete report and shall make certain that each type of work or craft job category that will be utilized on
the project is accounted for and listed.
V A-Qa� 0 - t7 T
The requirements of this certification and disclosure are a material part of the contract, and the contractor shall require
this certification provision to be included in all approved subcontracts. In order to fulfill this requirement, it shall not be
necessary that an applicable program sponsor be currently taking or that it will take applications for apprenticeship,
training or employment during the performance of the work of this contract.
By Order of
City of Yorkville /� `�: °• .......
(Awarding Authority) Clerk
Note: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, shotM be ,: st ( o -to prevent
ss when bids are processed. e,
Page 2 of 3 � ' •..... •• ,T° 220 (Rev. 7/05)
Printed on 3/8/2006 2:02:00 PM LL �re ,.•'
0 W) Illinois Department
of Transportation Special Provisions
The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction ", Adopted
January 1, 2002 , the latest edition of the "Manual on Uniform Traffic Control Devices for Streets
and Highways ", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the
Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to
and govern the construction of 2006 Joint & Crack Filling , and in case of conflict with any part, or
parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.
DESCRIPTION OF WORK: This project consists of routing, cleaning, and sealing joints and cracks in flexible pavement with
rubberized asphalt cement on various city streets. Refer to the attached location map.
BID SECURITY:
Bid security shall be in the form of a bid bond, bank draft, certified or cashier's check in the amount of five (5 %) percent of the
bid proposal.
PREQUALIFICATIONS OF BIDDERS: 1
Prequalifications of bidders in accordance with Section 102.01(b) of the Standard Specifications will be required of all bidders
on this project.
MATERIAL CERTIFICATION:
The Contractor shall furnish certifications to the Engineer from all suppliers for all materials except those to be inspected by
the Engineer. The statements shall certify that the materials comply with the requirements of the Standard Specifications and
these special provisions. No payment will be made for any items or materials until proper certification is submitted to the
Engineer.
MATERIAL TICKETS:
The Contractor shall furnish the Engineer with material delivery tickets for all materials furnished in conjunction with the
construction of the project including, but not limited to, aggregate and bituminous materials. The delivery tickets shall be given
to the Engineer each day at the end of the working day.
WORK SCHEDULE:
The Contractor shall complete all work on or before August 31, 2006. The allowed hours of work are between 7:00 AM and
4:00 PM. Equipment shall not be started onsite before 6:45 AM.
BASELINES:
All work shall be constructed on the streets shown on the drawings or as directed by the Engineer. The Contractor shall have
the responsibility for determining cracks to be routed and filled, subject to concurrence of the Engineer. The Contractor's work
shall be subject to check and review of the Engineer.
CRACK FILLING:
In addition to Section 451 of the Standard Specifications, this item shall also be used at curbline joints. All cracks and curbline
joints will be routed. Crack Routing shall not be paid for separately, but shall be included in the cost of Crack Filling.
TRAFFIC CONTROL AND PROTECTION:
The Contractor will handle traffic control as necessary for ease of application and public safety. The Contractor's
representative and the Engineer will coordinate traffic control and the application schedule. The city shall distribute letters to
the area residents advising them to not park on the street and not wash cars or water lawns on the day the work is performed.
This work shall not be paid for separately, but shall be incidental to the contract.
Page 1 of 2 BLR 11310 (Rev. 7/05)
Printed on 3/8/2006 12:46:38 PM
STREET SWEEPING:
The City of Yorkville will be responsible for street sweeping after crack cleaning /routing and crack filling operations are
complete. It is the responsibility of the contractor to make sure that the streets are in acceptable condition before beginning
work. The city will arrange for street sweeping prior to the Contractor beginning work if needed.
i
Page 2 of 2 BLR 11310 (Rev. 7/05)
Printed on 3/8/2006 12:46:38 PM
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126
2006
6 CRACK FILLING PROGRAM
LOCATION MAP
LEGEND
O AREA
# IDENTIFIER
STREET
LOCATION
Crackfilling Calculation Spreadsheet 2006 Program
Area ID 1 2 3 4 4 5 6 7
Area /Subdivision: Kvlvn's Ridge Unit 2 Kennedv Road River's Edae North Marketolace McHugh Sunflower 3 Fox Hiahlands Fox Hill 5 Total
Total Pavement Area (SY): 27421 0 17696 . 0 0 7537 10315 7720 70689
Total Centerline Distance of Streets (FT): 7525 2688 5472 459 337 2156 2947 2539 24123
Average crackfill weight per SY of pvmt (LB): 0.1 0.1 0.1 0.1 0.3 0.2 0.1 0.1
Average length of crack per pound of crackfill (FT): 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7
Total length crack routing (FT): 22454 5376 15722 918 674 8382 8679 7162 69367
Crackfill quantity - random cracks (LBS): 2742 0 1770 0 0 1507 1032 772 7823
Crackfill ouantity- EDP sealing (LBS): 5574 1991 4053 340 250 1597 2183 1881 17869
Total crackfill quantity (LBS): 8316 1991 5823 340 250 3104 3214 2653 25691
Illinois Department Municipal Maintenance Operations
of Transportation
Section Number 06 - 00000 - 00 - GM
Municipality City of Yorkville
Location Surface Maintenance Operation
Existing Quantity
Street From To Type Length Width No. Description I & Unit
Western Ave. Highridge Iroauois BIT 730 27 1 CRACK FILLING I 807 LB
Iroquois Ln. Western Highridge BIT 1871 27 1 CRACK FILLING 2068 LB
Highridge Ave. Faxon Dead End BIT 1533 30 1 CRACK FILLING 1694 LB
White Plains Ave. Highridge Dead End BIT 905 27 1 CRACK FILLING 1000 LB
Canyon Trail Ct. Highridge Dead End BIT 376 27 1 CRACK FILLING 416 LB
Faxon Rd. Highridge Cannonball BIT 2110 36 1 CRACK FILLING 2332 LB
Kennedy Rd. E. Lexington Christy BIT 2688 36 1 CRACK FILLING 1991 LB
Poplar Drive RR tracks Windham BIT 2297 27 1 CRACK FILLING 2444 LB
Windham Circle Poplar Poplar BIT 2.207 27 1 CRACK FILLING 2349 LB
Tyler Creek Ct Poplar Dead End BIT 245 27 1 CRACK FILLING 261 LB
Stony Creek Ln. Poplar Windham BIT 723 27 1 CRACK FILLING i 769 LB
Marketplace Dr. McHugh Landmark BIT 459 27 1 CRACK FILLING 340 LB
McHugh Rd. Veterans Pkwy Farmstead BIT 337 40 1 CRACK FILLING 250 LB
Walsh Circle Columbine Astor BIT 1482 28 1 CRACK FILLING 2134 LB
Astor Drive Walsh Walsh BIT 674 27 1 CRACK FILLING 970 LB
Village View Dr. Rt.71 Kingsmill BIT 1195 28 1 CRACK FILLING 1436 LB
Baltrusol Ct Kingsmill Dead End BIT 89 28 1 CRACK FILLING 107 LB
Kingsmill St. Dead End Baltrusol BIT 1226 27 1 CRACK FILLING 1473 LB
Hazeltine Way Kingsmill Raintree Sub. BIT 165 28 1 CRACK FILLING 198 LB
John St. Sycamore Dead End BIT 709 33 1 CRACK FILLING 741 LB
Chestnut Ln. John Sycamore BIT 937 25 1 CRACK FILLING 979 LB
Chestnut Ct. Chestnut Ln Chestnut Ln BIT 893 25 1 CRACK FILLING 933 LB
Total 25692 LB
Submit Four (4) copies to Regional Engineer
Page 1 of 1 BLR 14232 (Rev. 7/05)
Printed on 3/15/2006 7:02:00 PM
INDEX
FOR
SUPPLEMENTAL SPECIFICATIONS
AND RECURRING SPECIAL PROVISIONS
Adopted March 1, 2005
This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used
RECURRING SPECIAL PROVISIONS and LOCAL ROADS AND STREETS
RECURRING SPECIAL PROVISIONS.
ERRATA Standard Specifications for Road and Bridge Construction
(Adopted 1 -1 -02) (Revised 3 -1 -05)
SUPPLEMENTAL SPECIFICATIONS
Std. Soec. Sec. I Paoe No.
101 Definition of Terms .................................................... ............................... 1
105 Control of Work ......................................................... ............................... 2
205 Embankment 3
............................................................ ...............................
251 Mulch ....................................................................... ............................... 4
281 Riprap ....................................................................... ............................... 5
282 Filter Fabric for Use With Riprap ............................... ............................... 8
285 Concrete Revetment Mats ........................................ ............................... 10
311 Granular Subbase ..................................................... ............................... 14
1 351 Aggregate Base Course ............................................ ............................... 15
440 Removal of Existing Pavement and Appurtenances . ............................... 16
442 Pavement Patching .................................................. ............................... 17
449 Removal and Replacement of Preformed Elastomeric Compression
JointSeal ............................................................. ............................... 18
481 Aggregate Shoulders ............................................... ............................... 19
501 Removal of Existing Structures ................................. ............................... 20
503 Concrete Structures ................................................. ............................... 21
505 Steel Structures ........................................................ ............................... 22
506 Cleaning and Painting Metal Structures ................... ............................... 25
508 Reinforcement Bars ................................................. ............................... 26
512 Piling ........................................................................ ............................... 27
540 Box Culverts .............................................................. ............................... 28
589 Elastic Joint Sealer ................................................... ............................... 30
602 Catch Basin, Manhole, Inlet, Drainage Structures and Valve Vault
Construction, Adjustment and Reconstruction ...... ............................... 31
603 Adjusting Frames and Grates of Drainage and Utility Structures ............ 32
610 Shoulder Inlets with Curb ......................................... ............................... 33
665 Woven Wire Fence ................................................... ............................... 34
669 Removal and Disposal of Regulated Substances .... ............................... 35
671 Mobilization .............................................................. ............................... 36
702 Work Zone Traffic Control Devices .......................... ............................... 37
1003 Fine Aggregates ....................................................... ............................... 38
1004 Coarse Aggregate .................................................... ............................... 39
1005 Stone, Concrete Blocks and Broken Concrete for Erosion Protection,
Sediment Control and Rockfill .............................. ............................... 42
1006 Metals ...................................................................... ............................... 46
ii
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1007 Timber and Preservative Treatment ......................... ............................... 49
1012 Hydrated Lime .......................................................... ............................... 50
1020 Portland Cement Concrete ....................................... ............................... 51
1021 Concrete Admixtures ................................................ ............................... 58
1022 Concrete Curing Materials ....................................... ............................... 59
1024 Nonshrink Grout ....................................................... ............................... 61
1041 Brick ......................................................................... ............................... 63
1043 Precast Reinforced Concrete Manhole Sections and Adjusting Rings..... 64
1056 Preformed Flexible Gaskets and Mastic Joint Sealer for
Sewerand Culvert Pipe ....................................... ............................... 66
1059 Elastic Joint Sealers ................................................. ............................... 67
1060 Waterproofing Materials ........................................... ............................... 68
1069 Pole and Tower ........................................................ ............................... 69
1070 Foundation and Breakaway Devices ........................ ............................... 70
1077 Post and Foundation ................................................ ............................... 72
1080 Fabric Materials ........................................................ ............................... 73
1081 Materials For Planting .............................................. ............................... 76
1083 Elastomeric Bearings ............................................... ............................... 77
1094 Overhead Sign Structures ........................................ ............................... 78
1103 Portland Cement Concrete Equipment ..................... ............................... 79
iii
CHECK SHEET
FOR
RECURRING SPECIAL PROVISIONS
Adopted March 1, 2005
The following RECURRING SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and are included by reference:
RECURRING SPECIAL PROVISIONS
CHECK SHEET # PAGE N0.
1 ❑ State Required Contract Provision All Federal -aid Construction Contracts (Eff. 2 -1 -69) (Rev. 10- 1- 83) ........... ............................... 80
2 ❑ Subletting of Contracts (Federal Aid Contracts) (Eff. 1 -1 -88) (Rev. 5- 1- 93) ....................................................... ............................... 82
3 ❑ EEO (Eff. 7- 21 -78) (Rev. 11- 18- 80) .................................................................................................................... ............................... 83
4 ❑ Specific Equal Employment Opportunity Responsibilities Non Federal -aid Contracts (Eff. 3- 20 -69) (Rev. 1- 1- 94) .......................... 94
5 Re uired Provisions - State Contracts Eff. 4 -1 -65 Rev. 4 -1 -93
❑ q ( ) ( ) ..................................................................... ............................... 100
6 Reserved ........................................................................................................................................................... ............................... 105
7 ❑ Asphalt Quantities and Cost Reviews ( Eff. 7 -1 -88) ............................................................................................ ............................... 106
8 ❑ National Pollutant Discharge Elimination System Permit (Eff 7 -1 -94) (Rev. 1- 1- 03) .......................................... ............................... 107
9 ❑ Haul Road Stream Crossings, Other Temporary Stream Crossings, and In- Stream Work Pads (Eff. 1 -2 -92) (Rev. 1 -1 -98) ........... 108
10 ❑ Construction Layout Stakes Except for Structure" (Eff. 1 -1 -99) (Rev. 1-1-02) ................................................... ............................... 109
11 ❑ Construction Layout Stakes (Eff. 5 -1 -93) (Rev. 1 -1 -02) ..................................................................................... ............................... 112
12 ❑ Use of Geotextile Fabric for Railroad Crossing (Eff.1 -1 -95) (Rev. 1-1-97) ........................................................ ............................... 115
13 ❑ Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic Emulsion Slurry Seal (Eff. 8 -1 -89) (Rev. 2- 1- 97) ......... ............................... 117
14 ❑ Bituminous Surface Treatment Half -Smart (Eff. 7 -1 -93) (Rev. 1 -1 -97) .............................................................. ............................... 123
15 ❑ Quality Control /Quality Assurance of Bituminous Concrete Mixtures (Eff. 1 -1 -00) (Rev. 3 -1 -05) ...................... .............................:. 129
16 ❑ Subsealing of Concrete Pavements (Eff, 11 -1 -84) (Rev. 2- 1- 95) ....................................................................... ............................... 148
17 ❑ Bituminous Surface Removal Cold Milling) Eff. 11 -1 -87 Rev. 10 -15 -97
( 9) ( ) ( ) ....................................................... ............................... 152
18 ❑ Resurfacing of Milled Surfaces (Eff. 10- 1- 95) ..................................................................................................... ............................... 154
19 ❑ PCC Partial Depth Bituminous Patching (Eff. 1-1-98) ........................................................................................ ............................... 155
20 ❑ Patching with Bituminous Overlay Removal (Eff. 10 -1 -95) (Rev. 7- 1- 99) ........................................................... ............................... 157
21 Reserved ........................................................................................................................................................... ............................... 159
22 ❑ Protective Shield System (Eff. 4 -1 -95) (Rev. 1 -1 -03) ......................................................................................... ............................... 160
23 ❑ Polymer Concrete (Eff. 8 -1 -95) (Rev. 3 -1 -05) .................................................................................................... ............................... 162
24 ❑ Controlled Low Strength Material (CLSM) (Eff. 1 -1 -90) (Rev. 3 -1 -05) ............................................................... ............................... 164
25 ❑ Pipe Underdrains (Eff. 9 -9 -87) (Rev. 1 -1 -98) ..................................................................................................... ............................... 169
26 ❑ Guardrail and Barrier Wall Delineation (Eff. 12-15-93) (Rev. 1- 1- 97) .................................. ............................... 170
27 ❑ Bicycle Racks (Eff. 4 -1 -94) (Rev. 1- 1- 97) ........................................................................................................... ............................... 175
28 Reserved ........................................................................................................................................................... ............................... 177
29 Reserved ........................................................................................................................................................... ............................... 178
30 Reserved ........................................................................................................................................................... ............................... 179
31 ❑ Night Time Inspection of Roadway Lighting (Eff. 5- 1- 96) ................................................................................... ............................... 180
32 Reserved ............................................................................................................................ ............................... 181
33 ❑ English Substitution of Metric Bolts (Eff. 7- 1- 96) ................................................................................................ ............................... 182
34 ❑ English Substitution of Metric Reinforcement Bars (Eff. 4 -1 -96) (Rev. 1- 1- 03) .................................................. ............................... 183
35 ❑ Polymer Modified Emulsified Asphalt (Eff. 5- 15 -89) (Rev. 1-1-04) ..................................................................... ............................... 185
36 ❑ Corrosion Inhibitor (Eff. 3 -1 -80) (Rev. 7- 1- 99) .................................................................................................... ............................... 187
37 ❑ QC of Concrete Mixtures at the Plant - Single A (Eff. 8 -1 -00) (Rev. 1- 1- 04) ...................................................... ............................... 188
38 ❑ QC of Concrete Mixtures at the Plant - Double A (Eff. 8 -1 -00) (Rev. 1-1-04) .................................................... ............................... 194
39 ❑ Quality Control /Quality Assurance of Concrete Mixtures (Eff. 4 -1 -92) ( Rev. 3- 1- 05) ........................................ ............................... 202
40 ❑ Traffic Barrier Terminal Type 1, Special (Eff. 8 -1 -94) ( Rev. 1- 1- 03) ................................................................... ............................... 215
41 Reserved ........................................................................................................................................................... ............................... 216
42 ❑ Segregation Control of Bituminous Concrete (Eff. 7- 15- 97) ............................................................................... ............................... 217
43 Reserved ........................................................................................................................................................... ............................... 220
CHECK SHEET
FOR
RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS
Adopted March 1, 2005
The following RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and are
included by reference:
RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS
CHECK SHEET # PAGE N0,
LRS 1 ❑ Cooperation With Utilities (Eff. 1 -1 -99) (Rev. 1- 1- 02) ......................................................................................... ............................... 222
LRS 2 ❑ Furnished Excavation (Eff. 1 -1 -99) (Rev. 1- 1- 02) ................................................................ ............................... 224
LRS 3 ><Construction Zone Traffic Control (Eff. 1 -1 -99) .................................................................................................. ............................... 225
LRS4 ❑ Flaggers in Work Zones (Eff. 1 -1 -99) ................................................................................................................. ............................... 226
LRS 5 Reserved ........................................................................................................................................................... ...............................
227
LRS 6 gBidding Requirements and Conditions for Contract Proposals (Eff. 1 -1 -02) ...................................................... ............................... 228
LRS y Biddin Requirements and Conditions for Material Proposals Rev. 1 -1 -03
❑ 9 q P ( ) ..................................................... ............................... 234
LRS 8X Failure to Complete the Work on Time (Eff. 1- 1- 99) ........................................................................................... ............................... 240
LRS 9 ❑ Bituminous Surface Treatments (Eff. 1- 1- 99) ..................................................................................................... ............................... 241
LRS 10 ❑ Reflective Sheeting Type C (Eff .1 -1 -99) ( Rev. 1- 1- 02) ...................................................................................... ..............I................ 242
LRS11 ;K Employment Practices (Eff. 1- 1- 99) .................................................................................................................... ............................... 243
LRS 12 ❑ Wages of Employees on Public Works (Eff. 1 -1 -99) .......................................................................................... ............................... 245
LRS13 Selection of Labor (Eff. 1 -1 -99) .......................................................................................................................... ............................... 246
BIDE SPECIAL PROVISIONS
For The April 28, and June 16, 2006 Lettings
The following special provisions indicated by an "x" are applicable to this contract and will be included by the Project
Development and Implementation Section of the BD &E. An * indicates a new or revised special provision for the letting.
File Name # Special Provision Title Effective Revised
80099 1 Accessible Pedestrian Signals (APS) April 1, 2003
80156 2 Aggregate Shipping Tickets Jan. 1, 2006
80108 3 Asbestos Bearing Pad Removal Nov. 1, 2003
72541 4 Asbestos Waterproofing Membrane and Asbestos Bituminous June 1, 1989 June 30,1994
Concrete Surface Removal
80128 5 Authority of Railroad Engineer July 1, 2004
80065 6 Bituminous Base Course/Widening Superpave April 1, 2002 Aug. 1, 2005
80050 7 Bituminous Concrete Surface Course April 1, 2001 April 1, 2003
80142 8 Bituminous Equipment, Spreading and Finishing Machine Jan. 1, 2005
80066 9 Bridge Deck Construction April 1, 2002 April 1, 2004
50261 10 Building Removal -Case I (Non - Friable and Friable Asbestos) I Sept. 1, 1990 Aug. 1, 2001
50481 11 Building Removal -Case II (Non - Friable Asbestos) Sept. 1, 1990 Aug. 1, 2001
50491 12 Building Removal -Case III (Friable Asbestos) Sept. 1, 1990 Aug. 1, 2001
50531 13 Building Removal -Case IV (No Asbestos) Sept. 1, 1990 Aug. 1, 2001
80118 14 Butt Joints April 1, 2004 April 1, 2005
80031 15 Calcium Chloride Accelerator for Portland Cement Concrete Patching Jan. 1, 2001
80077 16 Chair Supports Nov. 1, 2002 Nov. 2, 2002
80051 17 Coarse Aggregate for Trench Backfill, Backfill and Bedding April 1, 2001 Nov. 1, 2003
80094 18 Concrete Admixtures Jan. 1, 2003 July 1, 2004
80112 19 Concrete Barrier Jan. 1, 2004 April 2, 2004
80102 20 Corrugated Metal Pipe Culverts Aug. 1, 2003 July 1,,2004
80114 21 Curing and Protection of Concrete Construction Jan. 1, 2004 Nov. 1, 2005
80146 22 Detectable Warnings Aug. 1, 2005
80029 23 Disadvantaged Business Enterprise Participation Sept. 1, 2000 June 22, 2005
80144 24 Elastomeric Bearings April 1, 2005
31578 25 Epoxy Coating on Reinforcement April 1, 1997 Jan. 1, 2003
80041 26 Epoxy Pavement Marking Jan. 1, 2001 Aug. 1, 2003
80055 27 Erosion and Sediment Control Deficiency Deduction Aug. 1, 2001 Nov. 1, 2001
80103 28 Expansion Joints Aug. 1, 2003
80101 29 Flagger Vests April 1, 2003 Jan. 1, 2006
80079 30 Freeze - Thaw - Rating Nov. 1, 2002
80072 31 Furnished Excavation Aug. 1, 2002 Nov. 1, 2004
80054 32 Hand Vibrator Nov. 1, 2003
80147 33 Illuminated Sign Aug. 1, 2005
80109 34 Impact Attenuators Nov. 1, 2003
80110 35 Impact Attenuators, Temporary Nov. 1, 2003 April 1, 2004
80104 36 Inlet Filters Aug. 1, 2003
80080 37 Insertion Lining of Pipe Culverts Nov. 1, 2002 Aug. 1, 2003
* 80150 38 Light Emitting Diode (LED) Pedestrian Signal Head Nov. 1, 2005 April 1, 2006
80067 39 Light Emitting Diode (LED) Signal Head April 1, 2002 Nov. 1, 2005
80081 40 Lime Gradation Requirements Nov. 1, 2002
* 80133 41 Lime Stabilized Soil Nov. 1, 2004 April 1, 2006
* 80158 42 Manholes April 1, 2006
80045 43 Material Transfer Device June 15, 1999 March 1, 2001
80137 44 Minimum Lane Width with Lane Closure Jan. 1, 2005
80138 45 Mulching Seeded Areas Jan. 1, 2005
80082 46 Multilane Pavement Patching Nov. 1, 2002
File Name # Special Provision Title Effective Revised
80129 47 Notched Wedge Longitudinal Joint July 1, 2004
80069 48 Organic Zinc -Rich Paint System Nov. 1, 2001 Aug. 1, 2003
80116 49 Partial Payments Sept. 1, 2003
80013 50 Pavement and Shoulder Resurfacing Feb. 1, 2000 July 1, 2004
53600 51 Pavement Thickness Determination for Payment April 1, 1999 Jan. 1, 2004
* 80022 52 Payments to Subcontractors June 1, 2000 Jan. 1, 2006
80155 53 Payrolls and Payroll Records Aug. 10, 2005
80130 54 Personal Protective Equipment July 1, 2004
80148 55 Planting Woody Plants Jan. 1, 2006
80134 56 _ Plastic Blockouts for Guardrail Nov. 1, 2004
80073 57 Polymer Modified Emulsified Asphalt Nov. 1, 2002
i 80119 58 Polyurea Pavement Marking April 1, 2004
80124 59 Portable Changeable Message Signs Nov. 1, 1993 April 2, 2004
80139 60 Portland Cement Jan. 1, 2005 Nov. 1, 2005
80083 61 _ Portland Cement Concrete Nov. 1, 2002
80036 62 Portland Cement Concrete Patching Jan. 1, 2001 Jan. 1, 2004
419 63 _ Precast Concrete Products I July 1, 1999 Nov. 1, 2004
80120 64 Precast, Prestressed Concrete Members April 1, 2004
80084 65 Preformed Recycled Rubber Joint Filler Nov. 1, 2002
80015 66 _ Public Convenience and Safety Jan. 1, 2000
80121 67 _ PVC Pipeliner April 1, 2004 April 1, 2005
* 80159 68 _ Railroad Flaggers April 1, 2006
80122 69 Railroad, Full- Actuated Controller and Cabinet April 1, 2004
34261 70 _ Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006
80157 71 _ Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006
80105 72 Raised Reflective Pavement Markers (Bridge) Aug. 1, 2003
80011 73 _ RAP for Use in Bituminous Concrete Mixtures Jan. 1, 2000 April 1, 2002
* 80160 74 Reflective Crack Control Treatment April 1, 2006
80151 75 Reinforcement Bars Nov. 1, 2005 Nov. 2, 2005
80032 76 Remove and Re -Erect Steel Plate Beam Guardrail and Traffic Barrier Jan, 1, 2001 Jan. 1, 2005
_ Terminals
80085 77 Sealing Abandoned Water Wells Nov. 1, 2002
80131 78 Seeding and Sodding July 1, 2004 Aug. 1, 2005
80152 79 Self- Consolidating Concrete for Cast -In -Place Construction Nov. 1, 2005
80132 80 Self- Consolidating Concrete for Precast Products July 1, 2004 Nov. 1, 2005
80096 81 _ Shoulder Rumble Strips Jan. 1, 2003
80140 82 _ Shoulder Stabilization at Guardrail Jan. 1, 2005
* 80135 83 _ Soil Modification Nov. 1, 2004 April 1, 2006
80070 84 Stabilized Subbase and Bituminous Shoulders Superpave April 1, 2002 Aug. 1, 2005
80127 85 _ Steel Cost Adjustment April 2, 2004 July 1, 2004
80153 86 Steel Plate Beam Guardrail Nov. 1, 2005
80143 87 Subcontractor Mobilization Payments April 2, 2005
80086 88 _ Subgrade Preparation Nov. 1, 2002
80136 89 _ Superpave Bituminous Concrete Mixture IL -4.75 Nov. 1, 2004
80010 90 Superpave Bituminous Concrete Mixtures Jan. 1, 2000 April 1, 2004
80039 91 _ Superpave Bituminous Concrete Mixtures (Low ESAL) Jan. 1, 2001 April 1, 2004
80075 92 _ Surface Testing of Pavements April 1, 2002 Nov. 1, 2005
80145 93 Suspension of Slipformed Parapets June 11, 2004
80092 94 _ Temporary Concrete Barrier Oct. 1, 2002 Nov. 1, 2003
80087 95 Temporary Erosion Control Nov. 1, 2002
80008 96 Temporary Module Glare Screen System Jan. 1, 2000
80106 97 _ Temporary Portable Bridge Traffic Signals Aug. 1, 2003
80098 98 Traffic Barrier Terminals Jan. 1, 2003
File Name # Special Provision Title Effective Revised
57291 99 Traffic Control Deficiency Deduction April 1, 1992 Jan. 1, 2005
* 80161 100 Traffic Signal Grounding April 1, 2006
20338 101 Training Special Provisions Oct. 15, 1975
80107 102 Transient Voltage Surge Suppression Aug. 1, 2003
80123 103 Truck Bed Release Agent April 1, 2004
80154 104 Turf Reinforcement Mat Nov. 1, 2005
* 80162 105 Uninterruptable Power Supply (UPS) April 1, 2006
80149 106 Variable Spaced Tining Aug. 1, 2005
* 80163 107 Water Blaster with Vacuum Recovery April 1, 2006
80048 108 Weight Control Deficiency Deduction April 1, 2001 Aug. 1, 2002
80090 109 Work Zone Public Information Signs Sept. 1, 2002 Jan. 1, 2005
80125 110 Work Zone Speed Limit Signs April 2, 2004 Jan. 1, 2006
80126 111 Work Zone Traffic Control April 2, 2004 Nov. 1, 2005
80097 112 Work Zone Traffic Control Devices Jan. 1, 2003 Nov. 1, 2004
80071 113 Working Days Jan. 1, 2002
The following special provisions have been deleted from use:
80141 Additional Award Criteria This special provision is no longer required.
80113 Curb Ramps for Sidewalk This special provision has been replaced by the BDE Special Provision, "Detectable
Warnings ".
The following special provisions require additional information from the designer. The additional information needs to be
included in a separate document attached to this check sheet. The Project Development and Implementation section will then
include the information in the applicable special provision. The Special Provisions are:
• Building Removal -Case 1 • Building Removal -Case IV • Railroad Protective Liability Insurance
• Building Removal -Case II 0 DBE Participation • Training Special Provisions
• Building Removal -Case 111 0 Material Transfer Device • Working Days
I
I
FLAGGER VESTS (BIDE)
Effective: April 1, 2003
Revised: January 1, 2006
Revise the first sentence of Article 701.04(c)(1) of the Standard Specifications to read:
The flagger shall be stationed to the satisfaction of the Engineer and be equipped with a
fluorescent orange, fluorescent yellow /green or a combination of fluorescent orange and
fluorescent yellow /green vest meeting the requirements of the American National
Standards Institute specification ANSI /ISEA 107 -2004 for Conspicuity Class 2 garments
and approved flagger traffic control signs conforming to Standard 702001 and Article
702.05(e)."
Revise Article 701.04(c)(6) of the Standard Specifications to read:
" 6 Nighttime Flagging. Fla ers shall be illuminated b an overhead light source providing
() 9 99� 9• 99 Y 9 P 9
a minimum vertical illuminance of 108 lux (10 fc) measured 300 mm (1 ft) out from the
flagger's chest. The bottom of any luminaire shall be a minimum of 3 m (10 ft) above the
pavement. Luminaire(s) shall be shielded to minimize glare to approaching traffic and
trespass light to adjoining properties.
The flagger vest shall be a fluorescent orange or fluorescent orange and fluorescent
yellow /green vest meeting the requirements of the American National Standards Institute
specification ANSI /ISEA 107 -1999 for Conspicuity Class 3 garments."
80101
PERSONAL PROTECTIVE EQUIPMENT (BIDE)
Effective: July 1, 2004
All personnel, excluding flaggers, working outside of a vehicle (car or truck) within 7.6 m (25 ft)
of pavement open to traffic shall wear a fluorescent orange, fluorescent yellow /green or a
combination of fluorescent orange and fluorescent yellow /.green vest meeting the requirements
of the American National Standards Institute specification ANSI /ISEA 107 -1999 for Conspicuity
Class 2 garments. Other types of garments may be substituted for the vest as long as the
garments have manufacturers tags identifying them as meeting the ANSI Class 2 requirement.
80130
TRAFFIC CONTROL DEFICIENCY DEDUCTION (BDE)
Effective: April 1, 1992
Revised: January 1, 2005
To ensure a prompt response to incidents involving the integrity of work zone traffic control, the
Contractor shall provide a telephone number where a responsible individual can be contacted
24 hours -a -day.
When the Engineer is notified, or determines a traffic control deficiency exists, he /she will notify
and direct the Contractor to correct the deficiency within a specified time. The specified time,
which begins upon notification to the Contractor, will be from 1/2 hour to 12 hours based upon
the urgency of the situation and the nature of the deficiency. Thd Engineer shall be the sole
judge.
A deficiency may be any lack of repair, maintenance, or non - compliance with the traffic control
plan. A deficiency may also be applied to situations where corrective action is not an option
such as the use of non - certified flaggers for short term operations; working with lane closures
beyond the time allowed in the contract; or failure to perform required contract obligations such
as traffic control surveillance.
If the Contractor fails to correct a deficiency _within the specified time, a daily monetary
deduction will be imposed for each calendar day or fraction thereof the deficiency exists. The
calendar day(s) will begin with notification to the Contractor and end with the Engineer's
acceptance of the correction. The daily monetary deduction will be either $1,000 or
0.05 percent of the awarded contract value, whichever is greater. For those deficiencies where
corrective action was not an option this monetary deduction will be immediate.
In addition, if the Contractor fails to respond, the Engineer may correct the deficiency and the
cost thereof will be deducted from monies due or which may become due the Contractor. This
corrective action will in no way relieve the Contractor of his /her contractual requirements or
responsibilities.
57291
I
I
WORK ZONE TRAFFIC CONTROL DEVICES (BDE)
Effective: January 1, 2003
Revised: November 1, 2004
Add the following to Article 702.01 of the Standard Specifications:
"All devices and combinations of devices shall meet the requirements of the National
Cooperative Highway Research Program ( NCHRP) Report 350 for their respective categories.
The categories are as follows:
Category 1 includes small, lightweight, channelizing and delineating devices that have been
in common use for many years and are known to be crashworthy by crash testing of similar
devices or years of demonstrable safe performance. These include cones, tubular markers,
flexible delineators and plastic drums with no attachments. Category 1 devices shall be crash
tested and accepted or may be self - certified by the manufacturer.
Category 2 includes devices that are not expected to produce significant vehicular velocity
change but may otherwise be hazardous. These include drums and vertical panels with lights,
barricades and portable sign supports. Category 2 devices shall be crash tested and accepted
for Test Level 3.
Category 3 includes devices that are expected to cause significant velocity changes or other
potentially harmful reactions to impacting vehicles. These include crash cushions, truck
mounted attenuators and other devices not meeting the definitions of Category 1 or 2. Category
3 devices shall be crash tested and accepted for either Test Level 3 or the test level specified.
Category 4 includes portable or trailer- mounted devices such as arrow boards, changeable
message signs, temporary traffic signals and area lighting supports. Currently, there is no
implementation date set for this category and it is exempt from the NCHRP 350 compliance
requirement.
The Contractor shall provide a manufacturer's self - certification letter for each Category 1
device and an FHWA acceptance letter for each Category 2 and Category 3 device used on the
contract. The letters shall state the device meets the NCHRP 350 requirements for its
respective category and test level, and shall include a detail drawing of the device."
Delete the third, fourth and fifth paragraphs of Article 702.03(b) of the Standard Specifications.
Delete the third sentence of the first paragraph of Article 702.03(c) of the Standard
Specifications.
Revise the first sentence of the first paragraph of Article 702.03(e) of the Standard
Specifications to read:
"Drums shall be nonmetallic and have alternating reflectorized Type AA or Type AP
fluorescent orange and reflectorized white horizontal, circumferential stripes."
Add the following to Article 702.03 of the Standard Specifications:
"(h) Vertical Barricades. Vertical barricades may be used in lieu of cones, drums or Type II
barricades to channelize traffic."
Delete the fourth paragraph of Article 702.05(a) of the Standard Specifications.
Revise the sixth paragraph of Article 702.05(a) of the Standard Specifications to read:
"When the work operations exceed four days, all signs shall be post mounted unless the
signs are located on the pavement or define a moving or intermittent operation. When
approved by the Engineer, a temporary sign stand may be used to support a sign at
1.2 m (5 ft) minimum where posts are impractical. Longitudinal dimensions shown on
the plans for the placement of signs may be increased up to 30 m (100 ft) to avoid
obstacles, hazards or to improve sight distance, when approved by the Engineer.
"ROAD CONSTRUCTION AHEAD" signs will also be required on side roads located
within the limits of the mainline "ROAD CONSTRUCTION AHEAD" signs."
Delete all references to "Type 1A barricades" and "wing barricades" throughout Section 702 of
the Standard Specifications.
80097
LR 107 -3
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
WAGES OF EMPLOYEES ON PUBLIC WORKS
Effective: August 10, 2005
Revised: April 1, 2006
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.
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.
i
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
I 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 avers 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 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."
i
LR 702
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
CONSTRUCTION AND MAINTENANCE SIGNS
Effective: January 1, 2004
All references to Sections or Articles in this specification shall be construed to mean a specific
Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation.
702.05 Signs Add the following paragraph to subparagraph (a) in Article 702.05:
All warning signs shall have minimum dimensions of 1200 m6 x 1200 mm (48" x 48 ") and
have a black legend on a fluorescent orange reflectorized background, meeting, as a
minimum, Type AP reflectivity requirements of Table 1091 -2 in Article 1091.02.
i
LR 701
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
SPECIAL PROVISION
for
FLAGGER CERTIFICATION
Effective January 1, 1993
Revised January 1, 2002
All references to Sections or Articles in this Special Provision s
p n hall be construed to mean a
specific Section or Article of the Standard Specifications for Road and Bridge Construction,
adopted by the Department of Transportation.
701.04 General. Revise subparagraph (c)(4) of Article 701.04 to read:
"Flagger Certification. Contractors who employ union laborers shall request in writing,
certified flaggers from the union locals. Many of the union locals, by agreements with
IDOT, will meet this request unless union members who hold flagger certification are not
available. Only then will use of non - certified flaggers be allowed. If certified flaggers
become available, they shall replace the non - certified flaggers. Contractors who do not
employ union laborers shall have certified flaggers available within 30 days of the
contract award date unless it is documented that training by an approved agency is not
available until a later date. Non - certified flaggers, qualified by the Contractor, may be
used for short-term or emergency situations, and to relieve flaggers for rest breaks
when the Resident Engineer/ Resident Technician is notified prior to using the non -
certified flaggers.
Flaggers that are certified shall have in their possession their Flaggers Certification ID
card at all times when employed as a flagger. The contractor shall furnish the Resident
Engineer with a copy of the written request to obtain certified flaggers and /or training
opportunities.
The cost of meeting the above requirements will be considered as included in the cost of
the various pay items involved."
I
LR 109
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
i
SPECIAL PROVISION
FOR
CONTRACT CLAIMS
Effective: January 1, 2002
Revised: May 1, 2002
All references to Sections or Articles in this specification shall be construed to mean specific
Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation.
109.09 Contract Claims. Revise the second sentence of subparagraph (a) of Article 109.09 to
read:
"AII claims shall be submitted to the Engineer."
Revise subparagraph (e) of this Article to read:
I
"Procedure. All Claims shall be submitted to the Engineer. The Engineer shall consider
all information submitted with the claim. Claims not conforming to this Article will be
returned without consideration. The Engineer may schedule a claim presentation
meeting if in the Engineer's judgement such a meeting would aid in resolution of the
claim, otherwise a decision will be based on the claim documentation submitted. A final
decision will be rendered within 90 days of receipt of the claim.
Full compliance by the Contractor with the provisions specified in this Article is a
contractual condition precedent to the Contractor's right to seek relief in the Court of'
Claims. The Engineer's written decision shall be the final administrative action of the
Department. Unless the Contractor files a claim for adjudication by the Court of Claims
within 60 days after the date of the written decision, the failure to file shall constitute a
release and waiver of the claim."
IC I
I
Kendall County Prevailing Wage for March 2006 Page 1 of 6
Kendall County Prevailing Wage for March 2006
Trade Name RG TYP C Base FRMAN *M -F >8 OSA OSH H/W Pensn Vac Trng
ASBESTOS ABT -GEN ALL 30.150 30.900 1.5 1.5 2.0 6.860 3.940 0.000 0.170
ASBESTOS ABT -MEC BLD 23.300 24.800 1.5 1.5 2.0 7.860 4.910 0.000 0.000
BOILERMAKER BLD 37.700 41.090 2.0 2.0 2.0 6.720 6.790 0.000 0.210
BRICK MASON BLD 33.250 36.580 1.5 1.5 2.0 6.450 7.020 0.000 0.440
CARPENTER ALL 35.320 37.320 1.5 1.5 2.0 6.760 5.320 0.000 0.490
CEMENT MASON ALL 33.300 36.630 1.5 1.5 2.0 5.900 8.460 0.000 0.050
CERAMIC TILE FNSHER BLD 27.200 0.000 2.0 1.5 2.0 5.400 5.200 0.000 0.100
COMMUNICATION TECH BLD 30.730 32.830 1.5 1.5 2.0 8.230 7.070 0.000 0.610
ELECTRIC PWR EQMT OP ALL 26.940 34.540 1.5 1.5 2.0 3.750 7.440 0.000 0.130
ELECTRIC PWR GRNDMAN ALL 20.970 34.540 1.5 1.5 2.0 3.750 5.760 0.000 0.100
ELECTRIC PWR LINEMAN ALL 31.980 34.540 1.5 1.5 2.0 3.750 8.850 0.000 0.160
ELECTRIC PWR TRK DRV ALL 21.640 34.540 1.5 1.5 2.0 3.750 5.950 0.000 0.110
ELECTRICIAN BLD 37.400 41.140 1.5 1.5 2.0 8.230 8.600 0.000 0.750
ELEVATOR CONSTRUCTOR BLD 40.745 45.840 2.0 2.0 2.0 7.775 5.090 2.445 0.400
FENCE ERECTOR ALL 34.100 35.810 2.0 2.0 2.0 7.690 13.11 0.000 0.230
GLAZIER BLD 31.400 32.400 1.5 2.0 2.�0 6.490 9.050 0.000 0.500
HT /FROST INSULATOR BLD 33.300 35.050 1.5 1.5 2.0 7.860 8.610 0.000 0.310
IRON WORKER ALL 34.100 35.810 2.0 2.0 2.0 7.690 13.11 0.000 0.230
LABORER ALL 30.150 30.900 1.5 1.5 2.0 6.600 4.200 0.000 0.170
LATHER BLD 35.320 37.320 1.5 1.5 2.0 6.760 5.320 0.000 0.490
MACHINIST BLD 35.630 37.630 2.0 2.0 2.0 3.880 4.750 2.460 0.000
MARBLE FINISHERS ALL 25.750 0.000 1.5 1.5 2.0 6.070 7.020 0.000 0.580
MARBLE MASON BLD 33.250 36.580 1.5 1.5 2.0 6.450 7.020 0.000 0.580
MILLWRIGHT ALL 35.320 37.320 1.5 1.5 2.0 6.760 5.320 0.000 0.490,
OPERATING ENGINEER BLD 1 39.550 43.550 2.0 2.0 2.0 6.450 5.150 1.800 0.650
OPERATING ENGINEER BLD 2 38.250 43.550 2.0 2.0 2.0 6.450 5.150 1.800 0.650
! OPERATING ENGINEER BLD 3 35.700 43.550 2.0 2.0 2.0 6.450 5.150 1.800 0.650
OPERATING ENGINEER BLD 4 33.950 43.550 2.0 2.0 2.0 6.450 5.150 1.800 0.650
OPERATING ENGINEER HWY 1 37.750 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650
OPERATING ENGINEER HWY 2 37.200 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650
OPERATING ENGINEER HWY 3 35.150 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650
OPERATING ENGINEER HWY 4 33.750 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650
OPERATING ENGINEER HWY 5 32.550 41.750 1.5 1.5 2.0 6.450 5.150 1.800 0.650
ORNAMNTL IRON WORKER ALL 34.100 35.810 2.0 2.0 2.0 7.690 13.11 0.000 0.230
PAINTER ALL 33.330 34.330 1.5 1.5 1.5 5.150 5.000 0.000 0.250
PAINTER SIGNS BLD 25.150 28.240 1.5 1.5 1.5 2.600 2.010 0.000 0.000
PILEDRIVER ALL 35.320 37.320 1.5 1.5 2.0 6.760 5.320 0.000 0.490
PIPEFITTER BLD 35.010 37.010 1.5 1.5 2.0 7.800 7.440 0.000 0.900
PLASTERER BLD 32.100 33.600 1.5 1.5 2.0 6.240 6.600 0.000 0.400
PLUMBER BLD 35.010 37.010 1.5 1.5 2.0 7.800 7.440 0.000 0.900
ROOFER BLD 32.800 34.800 1.5 1.5 2.0 5.930 3.140 0.000 0.330
SHEETMETAL WORKER BLD 35.030 37.030 1.5 1.5 2.0 6.470 7.440 0.000 0.540
SPRINKLER FITTER BLD 34.500 36.500 1.5 1.5 2.0 7.000 5.550 0.000 0.500
STEEL ERECTOR ALL 34.100 35.810 2.0 2.0 2.0 7.690 13.11 0.000 0.230
STONE MASON BLD 33.250 36.580 1.5 1.5 2.0 6.450 7.020 0.000 0.440
TERRAZZO FINISHER BLD 27.950 0.000 1.5 1.5 2.0 6.150 5.560 0.000 0.220
TERRAZZO MASON BLD 32.050 35.050 1.5 1.5 2.0 6.150 7.140 0.000 0.120
TILE MASON BLD 33.000 37.000 2.0 1.5 2.0 5.400 6.400 0.000 0.180
TRUCK DRIVER ALL 1 32.040 32.590 1.5 1.5 2.0 5.830 3.680 0.000 0.000
TRUCK DRIVER ALL 2 32.190 32.590 1.5 1.5 2.0 5.830 3.680 0.000 0.000
TRUCK DRIVER ALL 3 32.390 32.590 1.5 1.5 2.0 5.830 3.680 0.000 0.000
TRUCK DRIVER ALL 4 32.590 32.590 1.5 1.5 2.0 5.830 3.680 0.000 0.000
TUCKPOINTER BLD 34.500 35.500 1.5 1.5 2.0 4.710 6.340 0.000 0.400
http: / /www.state.il.us/ agency /idol /rates /ODDMO/KENDALL9.htrn 3/8/2006
Kendall County Prevailing Wage for March 2006 Page 2 of 6
Legend:
M -F >8 (Overtime is required for any hour greater than 8 worked
each day, Monday through Friday.
OSA (Overtime is required for every hour worked on Saturday)
OSH (Overtime is required for every hour worked on Sunday and Holidays)
H/W (Health & Welfare Insurance)
Pensn (Pension)
Vac (Vacation)
Trng (Training)
Explanations
KENDALL COUNTY
The following list is considered as those days for which holiday rates
of wages for work performed apply: New Years Day, Memorial /Decoration
Day, Fourth of July, Labor Day, Veterans Day, Thanksgiving Day,
Christmas Day. Generally, any of these holidays which fall on a
Sunday is celebrated on the following Monday. This then makes work
performed on that Monday payable at the appropriate overtime rate for
holiday pay. Common practice in a given local may alter certain days
of celebration such as the day after Thanksgiving for Veterans Day.
If in doubt, please check with IDOL.
EXPLANATION OF CLASSES
ASBESTOS - GENERAL - removal of asbestos material /mold and hazardous
materials from any place in a building, including mechanical systems
where those mechanical systems are to be removed. This includes the
removal of asbestos materials /mold and hazardous materials from
ductwork or pipes in a building when the building is to be demolished
at the time or at some close future date.
ASBESTOS - MECHANICAL - removal of asbestos material from mechanical
systems, such as pipes, ducts, and boilers, where the mechanical
systems are to remain.
CERAMIC TILE FINISHER
The grouting, cleaning, and polishing of all classes of tile, whether
for interior or exterior purposes, all burned, glazed or unglazed
products; all composition materials, granite tiles, warning detectable
tiles, cement tiles, epoxy composite materials, pavers, glass,
mosaics, fiberglass, and all substitute materials, for tile made in
tile -like units; all mixtures in tile like form of cement, metals, and
other materials that are for and intended for use as a finished floor
surface, stair treads, promenade roofs, walks, walls, ceilings,
swimming pools, and all other places where tile is to form a finished
interior or exterior. The mixing of all setting mortars including but
not limited to thin -set mortars, epoxies, wall mud, and any other sand
and cement mixtures or adhesives when used in the preparation,
installation, repair, or maintenance of tile and /or similar materials.
The handling and unloading of all sand, cement, lime, tile, fixtures,
equipment, adhesives, or any other materials to be used in the
preparation, installation, repair, or maintenance of tile and /or
similar materials. Ceramic Tile Finishers shall fill all joints and
voids regardless of method on all tile work, particularly and
especially after installation of said tile work. Application of any
and all protective coverings to all types of tile installations
including, but not be limited to, all soap compounds, paper products,
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Kendall County Prevailing Wage for March 2006 Page 3 of 6
tapes, and all polyethylene coverings, plywood, masonite, cardboard,
and any new type of products that may be used to protect tile
installations, Blastrac equipment, and all floor scarifying equipment
used in preparing floors to receive tile. The clean up and removal of
all waste and materials. All demolition of existing tile floors and
walls to be re- tiled.
COMMUNICATIONS TECHNICIAN
Construction, installation, maintenance and removal of
telecommunication facilities (voice, sound, data and video),
telephone, security, and data inside wire, interconnect, terminal
equipment, central offices, PABX and equipment, micro waves, V -SAT,
bypass, CATV, WAN (wide area network), LAN (local area networks), and
ISDN (integrated system digital network), pulling of wire in raceways,
but not the installation of raceways.
MARBLE FINISHER
Loading and unloading trucks, distribution of all materials (all
stone, sand, etc.), stocking of floors with material, performing all
rigging for heavy work, the handling of all mateiral that may be
needed for the installation of such materials, building of
scaffolding, polishing if needed, patching, waxing of material if
damaged, pointing up, caulking, grouting and cleaning of marble,
holding water on diamond or Carborundum blade or saw for setters
cutting, use of tub saw or any other saw needed for preparation of
material, drilling of holes for wires that anchor material set by
setters, mixing up of molding plaster for installation of material,
mixing up thin set for the installation of material, mixing up of sand
to cement for the installatin of material and such other work as may
be required in helping a Marble Setter in the handling of all material
in the erection or installation of interior marble, slate, travertine,
j art marble, serpentine, alberene stone, blue stone, granite and other
stones (meaning as to stone any foreign or domestic materials as are
specified and used in building interiors and experiors and customarily
known as stone in the trade), carrara, sanionyx, vitrolite and similar
opaque glass and the laying of all marble tile, terrazzo tile, slate
the and precast tile, steps, risers treads, base, or any other
materials that may be used as substitutes for any of the .
aforementioned materials and which are used on interior and experior
which sare installed in a similar manner.
TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION
Class 1. Two or three Axle Trucks. A -frame Truck when used for
transportation purposes; Air Compressors and Welding Machines,
including those pulled by cars, pick -up trucks and tractors;
Ambulances Batch Gate Lockers; Batch Hopperman; Car and Truck Washers;
Carry -alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and
Greasers; Oil Distributors 2 -man operation; Pavement Breakers; Pole
Trailer, up to 40 feet; Power Mower Tractors; Self - propelled Chip
Spreader; Skipman; Slurry Trucks, 2 -man operation; Slurry Truck
Conveyor Operation, 2 or 3 man; Teamsters; Unskilled dumpman; and
Truck Drivers hauling warning lights, barricades, and portable
toilets on the job site.
Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or
Turnatrailers when pulling other than self - loading equipment or
similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards;
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Kendall County Prevailing Wage for March 2006 Page 4 of 6
Ready -mix Plant Hopper Operator, and Winch Trucks, 2 Axles.
Class 3. Five axle trucks; Dump and Adgetors 7 yards and over;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or
turnapulls when pulling other than self- loading equipment or similar
equipment over 16 cubic yards; Explosives and /or Fission Material
Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit;
Oil Distributors, 1 -man operation; Pole Trailer, over 40 feet; Pole
and Expandable Trailers hauling material over 50 feet long; Slurry
trucks, 1 -man operation; Winch trucks, 3 axles or more;
Mechanic - -Truck Welder and Truck Painter.
Class 4. Six axle trucks; Dual - purpose vehicles, such as mounted
crane trucks with hoist and accessories; Foreman; Master Mechanic;
Self - loading equipment like P.B. and trucks with scoops on the front.
OPERATING ENGINEERS - BUILDING
Class 1. Mechanic; Asphalt Plant; Asphalt Spreader; Autograde;
Backhoes with Caisson attachment; Batch Plant; Benoto; Boiler and
Throttle Valve; Caisson Rigs; Central Redi -Mix Plant; Combination
Back Hoe Front End - loader Machine; Compressor and Throttle Valve;
Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver;
Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted);
Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and
similar Type); Creter Crane; Crusher, Stone, etc.; Derricks, All;
Derricks, Traveling; Formless Curb and Gutter Machine; Grader,
Elevating; Grouting Machines; Highlift Shovels or Front Endloader
2 -1/4 yd. and over; Hoists, Elevators, outside type rack and pinion
and similar machines; Hoists, one, two and three Drum; Hoists, Two
Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac
(and similar equipment); Locomotives, All; Motor Patrol; Pile Drivers
and Skid Rig; Post Hole Digger; Pre - Stress Machine; Pump Cretes Dual
Ram; Pump Cretes; Squeeze Cretes -screw Type Pumps; Raised and Blind
Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip -form
Paver; Straddle Buggies; Tournapull; Tractor with Boom and Side Boom;
Trenching Machines.
Class 2. Bobcat (over 3/4 cu. yd.); Boilers; Brick Forklift; Broom,
All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over);
Conveyor, Portable; Forklift Trucks; Greaser Engineer; Highlift
Shovels or Front Endloaders under 2 -1/4 yd.; Hoists, Automatic;
Hoists, inside Freight Elevators; Hoists, Sewer Dragging Machine;
Hoists, Tugger Single Drum; Laser Screed; Rock Drill (self - propelled);
Rock Drill (truck mounted); Rollers, All; Steam Generators; Tractors,
All; Tractor Drawn Vibratory Roller; Winch Trucks with " A " Frame.
Class 3. Air Compressor; Combination - Small Equipment Operator;
Generators; Heaters, Mechanical; Hoists, Inside Elevators - (Rheostat
Manual Controlled); Hydraulic Power Units (Pile Driving, Extracting,
and Drilling); Pumps, over 3 (1 to 3 not to exceed a total of 300
ft.); Pumps, Well Points; Welding Machines (2 through 5); Winches, 4
small Electric Drill Winches; Bobcat (up to and including 3/4 cu.
yd.).
Class 4. Bobcats and /or other Skid Steer Loaders; Oilers; and Brick
Forklift.
OPERATING ENGINEERS - HEAVY AND HIGHWAY CONSTRUCTION
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Kendall County Prevailing Wage for March 2006 Page 5 of 6
Class 1. Craft Foreman; Asphalt Plant; Asphalt Heater and Planer
Combination; Asphalt Heater Scarfire; Asphalt Spreader;
Autograder /GOMACO or other similar type machines; ABG Paver; Backhoes
with Caisson attachment; Ballast Regulator; Belt Loader; Caisson Rigs;
Car Dumper; Central Redi -Mix Plant; Combination Backhoe Front
Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with
attachments); Concrete Breaker (Truck Mounted): Concrete Conveyor;
Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube
Float; Cranes, all attachments; Cranes, Hammerhead, Linden, Peco &
Machines of a like nature; Crete Crane; Crusher, Stone, etc.;
Derricks, All; Derrick Boats; Derricks, Traveling; Dowell machine with
Air Compressor; Dredges; Field Mechanic - Welder; Formless Curb and
Gutter Machine; Gradall and Machines of a like nature; Grader,
Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form
Grader, Pull Grader, Subgrader; Guard Rail Post Driver Mounted;
Hoists, One, Two and Three Drum; Hydraulic Backhoes; Backhoes with
shear attachments; Mucking Machine; Pile Drivers and Skid Rig;
Pre - Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid
Rig; Rock Drill - Truck Mounted; Roto Mill Grinder; Slip -Form Paver;
Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic
Telescoping Form (Tunnel); Tractor Drawn Belt Loader (with attached
pusher - two engineers); Tractor with Boom; Tractaire with
Attachments; Trenching Machine; Truck Mounted Concrete Pump with Boom;
Raised or Blind Hole; Drills (Tunnel Shaft); Underground Boring and /or
Mining Machines; Wheel Excavator; Widener (APSCO).
Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve;
Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front
Endloader Machine (less than 1 cu. yd. Backhoe Bucket or over or with
attachments); Compressor and Throttle Valve; Compressor, Common
Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding
Machine; Concrete Mixer or Paver 7S Series to and including 27 cu.
ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine,
Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck
Cars (Haglund or Similar Type); Drills, All; Finishing Machine -
Concrete; Greaser Engineer; Highlift Shovels or Front Endloader;
Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All
a Attachments); Hydro- Blaster; All Locomotives, Dinky; Pump Cretes;
Squeeze Cretes -Screw Type Pumps, Gypsum Bulker and Pump; Roller,
Asphalt; Rotory Snow Plows; Rototiller, Seaman, etc., self - propelled;
Scoops - Tractor Drawn; Self - Propelled Compactor; Spreader - Chip -
Stone, etc.; Scraper; Scraper - Prime Mover in Tandem (Regardless of
Size); Tank Car Heater; Tractors, Push, Pulling Sheeps Foot, Disc,
Compactor, etc.; Tug Boats.
Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender;
Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over);
Conveyor, Portable; Farm -Type Tractors Used for Mowing, Seeding,
etc.; Fireman on Boilers; Forklift Trucks; Grouting Machine; Hoists,
Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep
Diggers; Pipe Jacking Machines; Post -Hole Digger; Power Saw, Concrete
Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw
Blower; Steam Generators; Stump Machine; Winch Trucks with " A " Frame;
Work Boats; Tamper - Form -Motor Driven.
Class 4. Air Compressor; Combination - Small Equipment Operator;
Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic
Power Unit (Pile Driving, Extracting, or Drilling); Hydro - Blaster;
Light Plants, All (1 through 5); Pumps, over 3 (1 to 3 not to exceed
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Kendall County Prevailing Wage for March 2006 Page 6 of 6
a total of 300 ft.); Pumps, Well Points; Tractaire; Welding Machines
(2 through 5); Winches, 4 Small Electric Drill Winches.
r
Class 5. Bobcats (all); Brick Forklifts, Oilers.
TERRAZZO FINISHER
The handling of sand, cement, marble chips, and all other materials
that may be used by the Mosaic Terrazzo Mechanic, and the mixing,
grinding, grouting, cleaning and sealing of all Marble, Mosaic, and
Terrazzo work, floors, base, stairs, and wainscoting by hand or
machine, and in addition, assisting and aiding Marble, Masonic, and
Terrazzo Mechanics.
Other Classifications of Work:
For definitions of classifications not otherwise set out, the
Department generally has on file such definitions which are available.
If a task to be performed is not subject to one of the classifications
of pay set out, the Department will upon being contacted state which
neighboring county has such a classification and provide such rate,
such rate being deemed to exist by reference in this document. If no
neighboring county rate applies to the task, the Department shall
undertake a special determination, such special determination being
then deemed to have existed under this determination. If a project
requires these, or any classification not listed, please contact IDOL
at 618/993 -7271 for wage rates or clarifications.
LANDSCAPING
Landscaping work falls under the existing classifications for laborer,
operating engineer and truck driver. The work performed by landscape
plantsman and landscape laborer is covered by the existing
classification of laborer. The work performed by landscape operators
(regardless of equipment used or its size) is covered by the
classifications of operating engineer. The work performed by
landscape truck drivers (regardless of size of truck driven) is
covered by the classifications of truck driver.
http: / /www.state.il.us/ agency /idol /rates /ODDMO/KENDALL9.htin 3/8/2006
30 m min.
(100
G�
For any operation that encroaches In the area between • °
the centerline and a line 600 (24) outside the edge of the 30 m min.
pavement for a period of less than IS minutes. (1001) Vehicle with dual flashers or flashing
amber dome light operating.
For any operation that Is more than 600 (24) outside the o�e
edge of the pavement for a period of less than 60 minutes. N
L Vehicle with dual flashers or flashing
amber dome light operating.
I
RI0.4A QE 10,
POAO
ANEAO
W20- 1101(0)-48 W20- 4(0) -48
For any operation that encroaches In the area between OI 1 Ol 1
the centerline and aline 600 (241 outside the edge of the 30 m min.
pavement for a period In excess of 15 minutes but less (]00'1
than 60 minutes.
_ m min.l Wi= `— SIGN SPACING
(100 Posted Speed Sign Spacing
* RGM 55 164 m (500'1
RAl- 50 -45 � 115 m (350')
<45 I 60 m (200'1
W20- 4(01 -48 W20-I101(0) -48 OI = Refer to SIGN SPACING
table for distances.
All dimensions are In millimeters (Inches)
unless otherwise shown.
TYPICAL APPLICATIONS SYMBOLS
Marking patches I DATE REVISIONS
® unno�e o.°°rrm.nr °r irm.°m-rv+lcr.
Field survey ® Work area I 1 -1 -05 Deleted FLAGGER SYMBOL LANE CLOSURE ZLr ZW.
String line
"'"R '°"'°r•'' Z 005 a Utility operations Sign on portable or permanent support I sign. SHORT TIME OPERATIONS
Cleaning up debris on pavement
cncvicen °rAnm°xs • Flogger with traffic control sign 1 -1 -00 Deleted "150 m" sign
!spacing dimension. Added STANDARD 701301 -02
ex
enei.ru w A.° nnmere.t I SIGN SPACING table.
now
HE
wow u1Ew
cesrnurn — W21- 4(0) -48
u[w
W20- 1(0) -48
OnE L�HE n°w
FLwCE" R°10 CeSTINRI°N
E u�w uew
O O
W20- 1101(01 -48 W20- 4(07 -48 W20- 1(0) -48
.30 m min. Variable ID 150 m _ 150 m (5001 min,
(100 (5001 300 m110001mox.�
II
150 m(500' )min. 150 m Variables t 30 mmin.l
300 m(I000')max. (500
For contract
construction *'
n°w projects a4: LNIE
c°NSTn11R1°N MAD RAfkA
Ncw
W20- 1(0)-48 W20- 4(0)-48 W20- 1101(0)-48
nnw
CQI
For maintenance Sin11M AHEAD
and utility
now projects
rorQ W20- 1(0) -48
" GENERAL NOTES
W21-4(0) -48 This Standard Is used where at any time.
any vehicle. equipment, workers or their
activities require an intermittent or
cont(nous moving operation on the pave-
ment where the average speed of move-
ment Is greater than 2 km /h (I mph) and
less than 6 km /h (4 mph).
TYPICAL APPLICATIONS O Minimum distance Is 60 m (2001. Maximum When the operation does not exceed 60
Bituminous resurfacing distance to be determined by the Engineer minutes, traffic control may be according
Milling operations but should not exceed 1 /2 the length to Standard 701301.
Utility op eratlons required for one normal working day's
Shoulder operations operation or 3200 m (2 miles), which ever
Is less.
SYMBOLS All dimensions are In millimeters (Inches)
unless otherwise shown.
® Work area I GATE REVISIONS
® 110 -1, o.v °rfm. °r r m.° + ° ne p Sign on portable or permanent support LANE CLOSURE, 2L, 2W, SLOW
I 1 -1 -os Deleted FLAGGER SYMBOL MOVING OPERATIONS DAY ONLY,
WD �'� Flogger with traffic control sign I Ispaeinga revised sign FOR SPEEDS > 45 MPH
1 -1 -97 Renum. Standard 2306 -10.
..rn°vL° .ree J zoos _ (Deleted orange flags STANDARD 701306 -01
a U1 °fW. — c"A.—T land FRESH OIL sign.
200 -300_
75 min.
~ (3) 100 450 min.
(4) (197
° = / 100
E 441
° N c /
_
°� - 0 P E - --
^ - N °o 100 -150 (4 -6)
m n
� 100 -150 (4 -67
Orange Orange ,� -
CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM
POST MOUNTED
300 _
(12) l ~
150
°
n N i? ry
(61
- 'm — rn / 150
rq
e I_ 600 min. _I�
ao n (24) ° 1 J - P -../
60 _ 1 604
0 min. L 1.2 m min. - I §0-0 •4
• - - - .
TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE
BARRICADE
* Warning lights (if required) GENERAL NOTES
All heights shown shall be measured above
the pavement surface.
All dimensions are In millimeters (inches)
unless otherwise shown.
DATE REVISIONS
® HT-Te O 1— °T Tr- -w 1 4 -1 -06 Revised Vert. barricade, TRAFFIC CONTROL
past mounted signs, and DEVICES
signs on temp. supports.
F" -°PL 1 1 -1 -05 Added note to work limit (Sheet 1 of 3)
signing and re -added STANDARD 702001 -06
Type I barricade.
Type A monodirectlonal
flashing light 450x (g
Orange ge flags
* 1.8m- 3.6m_f — I
(6' -12'1
ROAD
+ ( CONSTRUCTION I END
E L _ NEXT % M]LES CONSTRUCTION
Metal or I -'-
o wood post 600 -3.0 m 020 -1(0) -6036 020 -2o101 -6024
,n 1.5 m (5'1 min. rural Edga of (24 - 10') E N
a 1.2 m (47 rural 2.1 m (7') min. urban Pavement o -, SIGN This signing Is required for all projects
0 1.8 m (6'7 urban of curb ^ _ (IF SPECIFIED) 3200 m (2 miles) or more In length.
IC2 w E _ ROAD CONSTRUCTION NEXT % MILES sign shall
_ m be pl 150 m (500') In advance of
pro-
/f tion a Jett limits.
11 Elevation of edge j L Elev of edge N
II
of pavement of tron f END CONSTRUCTION sign shall be erected at
the end of the job unless another job Is
within 3200 m (2 miles) .
embedment SIGNS ON TEMPORARY SUPPORTS Dual sign displays shall be utilized on multi-
. lane highways.
POST MOUNTED SIGNS * ** When work operations exceed
four days, this dimension shall HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING
* * When curb or paved shoulder are present be 1.5 m (54 min.
this dimension shall be 600 (24) to the
face of curb or 1.8 m (67 to the outside
edge of the paved shoulder.
600
(24)
1 125 175
I - (5) + (7)
1
I —r
(.')Feder . p \ r r
200 l series C 180 (T') Federal series B
tC3 to
0
G \ t0 N
N a
4601 f
09�y) I
E _
- Ali dimensions are In millimeters (Inches)
unless otherwise shown.
FRONT SIDE REVERSE SIDE
®1 °r,m., •, ,.a.wia TRAFFIC CONTROL
• ,,,� o , ,,,� FLAGGER TRAFFIC CONTROL SIGN DEVICES
E,xI H oil ` (Sheet 2 of 3)
•rrmKO zoos
J Xd - STANDARD 702001 -06
• c �w ua cxv�nowrvr
600 t
ri A (24)
_ 1 I
_ 2.4 m min. - - - - O -
f _ 1.5 m min. _ - - - - - -- - - - - - i -
-------- -- ----
c— E 3 - Weep holes ` L
8 C n E n
iD `=' E I I V O f 25) odvance
60mt 60mt 6� warning signs
c •—
(200 (200') (200')
` 4 A V
E= E w�
III �" VIII N N IIII�I'I PLAN
�u WI 8 m
1.5 m (251
_ 45 3 Face may be (F
TYPE A TYPE B TYPE C I (I�,) I stepped or smooth - - - � — '
ROOF ROOF OR TRAILER TRAILER M I I Traffic
MOUNTED MOUNTED MOUNTED = t— u EF� I
Epoxy channels
ARROW BOARDS I_ got D I
(3/2)
SECTION A -A TYPICAL INSTALLATION
TEMPORARY RUMBLE STRIPS
L U Q 1 .
x 300 min.
Type A 50 max. �I 15 150 max. E E I (12)
flasher (6) (6) RII-2
ROAD
CLOSED ����
I o h
Edge of
shoulder
-.,,, F•�'• •::::: ;y;•r:••I•':•.:�.:i z, >.. 300 min.
Pavement I L (12)
i
Type A RI1 -4
ROAD CLOSED TO ALL TRAFFIC flasher
Reflectorized striping may be omitted poAO LLUS¢o RoAO aos[o
on the back side of the barricades. To ro
If a Type III barricade with on attached TM TRAFFIC TN I. TRAFFIC
sign panel which meets NCHRP 350 Is not
available, the sign may be mounted on on ..
NCHRP 350 temporary sign support directly' ` AR dimensions are In millimeters (Inches)
In front of the barricade. Pavement unless otherwise shown.
ROAD CLOSED TO THRU TRAFFIC
® ,n,ne,e D�Hm „, 11 , mwQ �,Ien Reflectorized striping shall appear on TRAFFIC CONTROL
TYPICAL APPLICATIONS OF both sides +he If a
Type III barriri with on at cade with on attached DEVICES
«o� TYPE III BARRICADES CLOSING A ROAD sign panel which meets NCHRP 350 )s
Nci ov[x� Iars not available, the signs may be mounted (Sheet 3 of 31
on NCHRP 350 temporary sign supports
j - directl In front of the barricade. STANDARD 702001 -06
Illinois Department
of Transportation Proposal
Route 2006 Joint & Crack Fillina
County Kendall
RETURN WITH BID Local Agency City of Yorkville
Section 06- 00000 -00 -GM
1. Proposal of 3 it C CONSTRUCTION, INC.
P.O. BUX 5U3
`VE)i Dtl'(�i.I -E, ii. 601"
for the improvement of the above section by the construction of the routing, cleaning, and sealing of joints and cracks
in the pavement with hot - poured rubberized sealer including traffic control for project safety.
I
i
a total distance of 0.00 feet, of which a
distance of 0.00 feet,( 0.000 miles) are to be improved.
2. The plans for the proposed work are those prepared by the City of Yorkville
and approved by the Department of Transportation on
3. The specifications referred to herein are those prepared by the Department of Transportation and designated as
"Standard Specifications for Road and Bridge Construction" and the "Supplemental Specifications and Recurring Special
Provisions" thereto, adopted and in effect on the date of invitation for bids.
4. The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the "Check
Sheet for Recurring Special Provisions" contained in this proposal.
5. The undersigned agrees to complete the work within working days or by 08/31/2006
unless additional time is granted in accordance with the specifications.
_. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and
Conditions for contract Proposals, will be required. Bid Bonds ® will ❑ will not be allowed as proposal
guaranties. Accompanying this proposal is either a bid bond if allowed, on Department form BLR 12230 or a proposal
guaranty check, complying with the specifications, made payable to: City Treasurer of
City of Yorkville
the amount of the check is ' 6
7. In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal to
the sum of the proposal guaranties, which would be required for each individual proposal. If the proposal guaranty check
is placed in another proposal, it will be found in the proposal for: Section Number
8. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby
agreed that the Bid Bond or check shall be forfeited to the Awarding Authority.
9. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between
the product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price
will be divided by the quantity in order to establish a unit price.
10. A bid will be declared unacceptable if neither a unit price nor a total price is shown.
11. The undersigned firm certifies that it has not been convicted of bribery or attempting to bribe an officer or employee of
the State of Illinois, nor has the firm made an admission of guilt of such conduct which is a matter of record, nor has an
official, agent, or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the
direction or authorization of a responsible official of the firm. The undersigned firm further certifies that it is not barred
from contracting with any unit of State or local government as a result of a violation of State laws prohibiting bid - rigging
or bid - rotating.
12. The undersigned submits herewith the schedule of prices on BLR 12222 covering the work to be performed under this
contract.
Page 1 of 1 BLR 12221 (Rev. 7/05)
Printed on 5/11/2006 8:27:20 AM
Illinois Department
of Transportation Schedule of Prices
Route 2006 Joint & Crack Filling
County Kendall
Local Agency City of Yorkville
Section 06- 00000 -00 -GM
RETURN WITH BID
(For complete information covering these items, see plans and specifications)
Item No. Items Unit Quantity Unit Total
Price
F i — CRACK FILLING LB 25692 c 1 b�'( �7,�} b „
l
� I I
I
� I
� I
I
Carried forward from Pag 4
Page Total (To be carried forward to Page
Page of BLR 12222 (Rev. 7/05)
Printed on 3/15/2006 7:18:44 PM
Illinois Department
of Transportation Schedule of Prices
Route 2006 Joint & Crack Filling
County Kendall
Local Agency City of Yorkville
Section 06- 00000 -00 -GM
I
RETURN WITH BID
(For complete information covering these items, see plans and specifications)
i Item.
Items I Unit I Quantity I Unit Total
No. I I Price
I I I
I I II
I I I I II I
I I II
I
i I I I I II
Carried forward from page R
Bidder's Proposal for making Entire Improvements.
13. The undersigned further agrees that if awarded the contract for the sections contained in the following combinations, he
will perform the work in accordance with the requirements of each individual proposal for the multiple bid specified in the
schedule below.
Schedule of Multiple Bids i
Combina- Sections Included in Combination Total I
tion Letter J
i
Page of BLR 12222 (Rev. 4/05)
Printed on 3/8/2006 1:59:07 PM
Illinois Department
of Transportation Signatures
Route 2006 Joint & Crack Filling
County Kendall
Local Agency City of Yorkville
RETURN WITH BID I Section 06- 00000 -00 -GM
(If an individual)
Signature of Bidder
Business Address
I
(If a partnership)
Firm Name
Signed By I
Business Address
Insert
Names and
Addresses of
All Partners
(If a corporation)
KC ONST
Corporate Name /S RUCTI N, INC.
Signed By
r l� President
Business Address r U • �k� L >,
President l -1��r' y IP /i► 41`c „l
Insert
/ V
Names of Secretary Z 5,( z,0 � ( I'n
Officers U S
Treasurer �, � t
Attest:
J�fs�.� L• �� P ✓�l���il' ` Secretary
Page 1 of 1 BLR 12223 (Rev. 7/05)
Printed on 3/8/2006 2:05:44 PM
ffffwb Local Agency
of TrAmgk rtafion Proposal Bid Bond
Route
Municipality Yorkvi 1 le .
I RETURN WITH BID Rd. Dist.frwnshp
County Kendall
Section 06-. 00000 -00 -GM
WE SKC Construction Inc., P. O. Box 503 2006 Joint & Crack Filling
West Dundee IL 60118 as PRINCIPAL, an
Western Surety Company as SURETY,
a field and firmly hound unto the above Local Agency OweaRer referred to as 9.A7) in the penal sum of 5% of the total bid price, or
r the amount specified in Article 10208 of the 'Standard Specificalkno for Road and Bridge Construction' in effect on the date of
witatfon forbids. We bind otuselves, our heirs, ax9cutors, admktistret=. suoc:essors. and assigns, Jointly to pay to the LA this sum
War the conditions of this h*urnertt. ,
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said PRINCIPAL is submitting a written
+opwai to the LA acting ttuough its awarding authority for the construction of the work designated as the above section.
THEREFORE if the proposal is accepted and a contract awarded to the PRINCIPAL by the LA for the above designated section
ad the PRINCIPAL. shall within Mom (15) days after maim d enter >rde a formal contract, furnish surety guaranteeing the faithful
wb nsnce of cite work. and furdsh evidence of the required irmmo oe coverage. afi as povidiso In the 'Standard Specifications for
OW and 9";e Construction! and applicable Supplementsri Speeftelions, 11hen this obligalbn shall became void; otherwise it shall
sum In full tome and effect.
IN THE EVENT the LA determines the PRINCIPAL has fafied to enter into a formal contract In eompYance with any requirements
a forth in the preceding paragraph, then the LA acting through Its awarding authority shall Immediately be entitled to recover the full
an* seem set out above. together with an court emu. all attorney fees. and arty other expense of recovery.
IN TESTIMONY WHEREOF. the said PRINCIPAL and the said SURETY have caused this Instrument to be signed by their
apecove officers this' 1.q r day of r, + n n A.D. 2006
Principal
S>n: Construction. Tu
By:
(co
r � mpany Nasns)
y:
(sgnlurs and Title)
Jeffr j K r quist� es nt
(If PRIPLE is a joirrt vent of tw more contractors, the company names, and authorized res of each contra r
ttrat be affixed.) Surety
Western Surety Company B
(Nam dsmY) K. R. Leandd so "' mdAUomsy4n -F=
TATE OF ILLINOIS. a OFFlCIAL SEAL
:OUNTY OF DuPaize ' JEAN J. LEANDER, NOTARY PUBLIC
( .lean J. Leander , a t4dtary Public in and for said county, OuPAGE COUNTY' STATE OF ILLINOIS
o hereby defy that Jeffrey K. Berquist and K. R. Leander My C®tnmiselon Expires 10 -18-09
(hnert rromes of indlviduaR elgrAn on behalf of PRINCIPAL �l9lYR@ P1q�
rho we I personally known to me to be the Some pen ons whore names we subscribed to the foregoing instrument on behalf of
RINCIP and SURETY. appeared before me this day In person and acknowledged respectively, that they signed and delivered said
istrumente as-their free and voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seat this 1st day of June A.D. 2006
NOTICE
t. "4f�copi'aroectrllort of this form (ire' musing stnabm w or seals or huompkie free 10 -16 -09
aer ar) will result in bid being declared Ir�egular. MY commission e
2. K lid bond Is used in Neu of proposal guaranty check, It must be on this 10m and
be subfriitteil with bid r ;
,_, , Bt.R Sloe (Rev
Western Surety C
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN-FACT
Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation
having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby
make, constitute and appoint
S G Leander, K R Leander, Jean J Leander, Individually
of Wheaton, IL, its true and lawful Attomey(s) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds,
undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said
Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. I
This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by
the shareholders of the corporation.
I
In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 17th day of February, 2006.
S WESTERN SURETY COMPANY
CA = /
Opµo� Paul . Bmflat, Senior Vice President
State of South Dakota
ss
County of Minnehaha
On this 17th day of February, 2006, before me personally came Paul T. Bmflat, to me known, who, being by me duly swom, did depose and say: that
he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and
which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was
so affix6d pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation.
My commission expires +tititititititititititititititititititirtititis +
`+ D. KRELL j
November 30, 2006 f seAL NOTARY PUBLIC SEAL
r SOUTH DAKOTA i
+tish44hY4titititi�stiti4tititi 4YY4 +
A J - 4
D. K�No Public
CERTIFICATE
I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in
-
force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this• 1 S t . day of June 2006
at:rr _
WESTERN SURETY COMPANY
0 pgi
�
r'ti N•OPMd�
/ L. Nelson, Assistant Secretary
Form F4280 -01 -02
Western Surety Company
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN-FACT
Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation
having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby
make, constitute and appoint
S G Leander, K R Leander, Jean J Leander, Individually
of Wheaton, IL, its true and lawful Attorneys) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds,
undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorizFd officer of the corporation and all the acts of said
Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by
the shareholders of the corporation.
In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 17th day of February, 2006.
�Sa¢r WESTERN SURETY COMPANY
0
04
;
3 W.14p` .���' y �
1
4i�N OpM�1 -
Paul �B.flat, ni or Vice President
State of South Dakota
County of Minnehaha ss
On this 17th day of February, 2006, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that
he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and
which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was
so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation.
My commission expires +
r D. KRELL +
November 30, 2006 SEAL NOTARY PUBLIC ��
tNCTWSOUTH DAKOTA +
4titisti55tistitititi�,titititititititititi4
D. Krell, No ary Public
CERTIFICATE
1, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in
force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this = s t•.; day of June 2006
•, Mtli� /Y�Y'
WESTERN SURETY COMPANY
?WQ
0 , ;
Y ,
+` .S r,<
Forn F4280 -01 -02 L Secretary
I
Authorizing By -Law
ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders
of the Company.
Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other
officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer
may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company.
The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
i
corporation. The signature of any such officer and the corporate seal may be printed by facsimile.
Illinois Department
of Transportation Contract
1. THIS AGREEMENT, made and concluded the day of
r Month and Year
between the United Citv of Yorkville
acting by and through its, Citv Council known as the party of the first part, and
SKC Construction. Inc. his /their executors, administrators, successors or assigns,
known as the partv of the second part.
2. Witnesseth: That for and in consideration of the payments and agreements mentioned in the Proposal hereto attached,
to be made and performed by the party of the first part, and according to the terms expressed in the Bond referring to these
presents, the party of the second part agrees with said party of the first part at his /their own proper cost and expense to do all
the work, furnish all materials and all labor necessary to complete the work in accordance with the plans and specifications
hereinafter described, and in full compliance with all of the terms of this agreement and the requirements of the Engineer under
it.
3. And it is also understood and agreed that the Notice to Contractors, Special Provisions, Proposal and Contract Bond
hereto attached, and the Plans for Section 06- 00000 -00 -GM
in Yorkville. Illinois , approved by the Department of Transportation of the
State of Illinois March 29. 2006 are essential documents of this contract and are a part hereof.
Date
4. IN WITNESS WHEREOF, The said parties have executed these presents on the date above mentioned.
Attest: e ? �ePt,ry The United Citv of Yor le
C i `` Clerk By
..� Party of the First Part
(Seal)
(If a Corporation)
Corporate Na e SKC-Cons 1ption. Inc.
By
re Part f th
d e Second Part
(If a Co- Partnership)
Attest:
eta
Partners doing Business under the firm name of
Party of the Second Part
(If an individual)
Party of the Second Part
Page 1 of 1 BLR 12320 (Rev. 7/05)
Printed on 6/28/2006 2:13:55 PM
Bond; -Vo . 929392846
Illinois Department
of Transportation Contract Bond
Route 2006 Joint & Crack Fillinq
County Kendall
Local Agency Yorkville
Section 06- 00000 -00 -GM
We, SKC Construction, Inc.
a /an) ❑ Individual ❑ Co- partnership ® Corporation organized under the laws of the State of Illinois
as PRINCIPAL, and
Western Surety Co. as SURETY,
are held and firmly bound unto the above Local Agency (hereafter referred to as "LA ") in the penal sum of
Twentv -four thousand, eiqht hundred and ninety -five and 55/100
Dollars ( $24,895.55 ), lawful money of the
United States, well and truly to be paid unto said LA, for the payment of which we bind ourselves, our heirs, executors,
administrators, successors, jointly to pay to the LA this sum under the conditions of this instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said Principal has entered into a
written contract with the LA acting through its awarding authority for the construction of work on the above section, which
contract is hereby referred to and made a part hereof, as if written herein at length, and whereby the said Principal has
promised and agreed to perform said work in accordance with the terms of said contract, and has promised to pay all sums of
money due for any labor, materials, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing
such work and has further agreed to pay all direct and indirect damages to any person, firm, company or corporation suffered
or sustained on account of the performance of such work during the time thereof and until such work is completed and
accepted; and has further agreed that this bond shall inure to the benefit of any person, firm, company or corporation to whom
any money may be due from the Principal, subcontractor or otherwise for any such labor, materials, apparatus, fixtures or
machinery so furnished and that suit may be maintained on such bond by any such person, firm, company or corporation for
the recovery of any such money.
NOW THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract,
and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to
him for the purpose of constructing such work, and shall commence and complete the work within the time prescribed in said
contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such
work during the time of the performance thereof and until the said work shall have been accepted, and shall hold the LA and
its awarding authority harmless on account of any such damages and shall in all respects fully and faithfully comply with all
the provisions, conditions and requirements of said contract, then this obligation to be void; otherwise to remain in full force
and effect.
i
I
i
Page 1 of 2 IL 494 -0372 BLR 12321 (Rev. 7/05)
Printed on 6128/2006 2:09:25 PM
IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be
signed by their respective officers this 1 2 f- 11 day of Tii 1 y A.D. 2006
PRINCIPAL
j SKC Construction, Inc.
( mpa Name) (Company Name)
By: By:
Jeffrey ig u T tle)�i (Signature & Title)
Attest: Attest:
Susan L. gn ure i ) Sea (Signature & Title)
(if PRINCIPAL is a point venture o tw r more contractors, the company names and authorized signature of each contractor must be
affixed.)
STATE OF ILLINOIS,
COUNTY OF DuPage
I, Tina M. Mistretta a Notary Public in and for said county, do hereby certify that
Susan L. Bergquist and Jeffrey K. Bergquist
(Insert names of individuals signing on behalf or PRINCIPAL)
who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf
of PRINCIPAL, appeared before me this day in person an acknowledged respectively, that they signed and delivered said
instrument as their free and voluntary act for the uses an purp th in set forth. STS... .
Given under my hand and notarial seal this 1 day Kil 11 0 EAV
My commission expires 10 -29 -07 e StatwAgols -
Notary Public My Co IS SIon Expires 10- 29 -2p7
SURETY
Western Surety Co. B
(Name of Surety) (Signa a of Attorney -in -Fact)
K.R. Leander
STATE OF ILLINOIS. (SEAL)
COUNTY OF DuPage
I, Tina M. Mistretta , a Notary Public in and for said county, do hereby certify that
K.R. Leander
(Insert names of individuals signing on behalf or SURETY)
who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf
of 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 1 2t_r y f ,T x , A.D. 2006
.,
My commission expires 10 -29 -07 "OFFICIAL SEAL"
Notary Publi T M . SEA L
Notary Notary Public, State of Illinois
My Commission Expires 10-29-2007
Approved this day of , A.D. 2006
Attest:
warding Authority)
Clerk a
Mayor /�eaid�c�}
Page 2 of 2 IL 494 -0372 BLR 12321 (Rev. 7/05)
Printed on 6/28/2006 2:09:25 PM
Western S urety C ompany
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT
Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation
having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby
make, constitute and appoint
i
S G Leander, K R Leander, Jean J Leander, Individually
of Wheaton, IL, its true and lawful Attomey(s) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds,
undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorizfd officer of the corporation and all the acts of said
Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by
the shareholders of the corporation.
In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 23rd day of May, 2006.
SaEr WESTERN SURETY COMPANY
- o
_i � s� tN DPµ
Paul . Bruflat, Senior Vice President
State of South Dakota
ss
County of Minnehaha
On this 23rd day of May, 2006, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he
resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which
executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so
affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation.
My commission expires j
+ D. KRELL +
November 30, 2006 i AE NOTARY PUBLIC SEAL i
KN OUTH DAKOTAG c i
�titititi4titititititi4b4titi4titititihti
+ Aj-4 7 D. Krell, No ay Public
CERTIFICATE
I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in
force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this day of
lof SUREry� WESTERN SURETY COMPANY
v0 gg
z
��tM OPK�
/ L. Nelson, Assistant Secretary
Form F4280 -01 -02
Authorizing By -Law
ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders
i
of the Company.
Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other
officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer
may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company.
The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
corporation. The signature of any such officer and the corporate seal may be printed by facsimile.
l
0 iiiinds Department Affidavit of Availability
of Transportation For the Letting of
Bureau of Construction
2300 South Dirksen Parkway /Room 322 Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
Springfield, Illinois 62764 unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE.
t 2 3 4 Awards Pending
" -- tq�44-4_ �� y
County and Section Number C Dglk,+46 i� 000co o f b p4"Omao_ _ &A
r" / of- c.f� eF G 0
Contract With 14+ 5 "„ (&",O)f ahfi� Fe 051' y�p J
Estimated Completion Date D d CJ p
Esti P I �i� 6 8� � U ,, .
Accumulated
I Total Contract Price + n 2}, 67P ]50-60 Totals
I Uncompleted Dollar Value if Firm is p il'i
the Prime Contractor V v v �� "`�
Uncompleted Dollar Value if Firm is
the Subcontractor
� Total Value of All Work
t
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work Accumulated
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your Totals
company. If no work is contracted, show NONE.
I Earthwork
I Portland Cement Concrete Paving
3ituminous Plant Mix
Bituminous Aggregate Mixture
I Miscellaneous Bituminous Paving
Clean & Seal Cracks /Joints
Aggregate Bases & Surfaces
Highway, R.R. and - Waterway Structures
Drainage
Electrical
Cover and Seal Coats
Miscellaneous Concrete Construction
I Landscaping
Fencing
Guardrail
Painting
Signing
Fabrication
Building Construction
Othe Construction (List)
p 1
lL/vray. L- Y n Rk�a / O+ Oro I
Totals S� ! $ _ 2-b I Y� , I I i ^� 3 �O
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the "Illinois Procurement Code." Failure to comply will result in
non - issuance of an "Authorization To Bid." This form has been approved by the State Forms Management Center.
11 Ann n20z BC 51 (Rev. 7104)
' Illinois Department
Affidavit of Availability
of Transportation For the Letting of
Bureau of Construction y
2300 South Dirksen Parkway/Room 322
Springfield, Illinois 62764 Instructions: Complete this form by either typing or using black ink.. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE.
1 2 3 4 Awards Pending
County and Section Number k ,io 67�, b11f cT G 6p� AA `^/
Contract With Vu.u*� ° F. A NEB r V#W+60 e� CAP -OAox.
Estimated Completion Date 7 1 Q r0
1 f
Total Contract Price Accumulated
5► Cfi� f Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor 1 �7,d_ro l /3
Uncompleted Dollar Value if Firm is O� I O 2
the Subcontractor O
Total Value of All Work
Part 11. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work I Accumulated
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your Totals
company. If no work is contracted, show NONE.
Earthwork
Portland Cement Concrete Paving
Bituminous Plant Mix
Bituminous Aggregate Mixture
Miscellaneous Bituminous Paving
Clean & Seal Cracks /Joints 1 ��U �y -yti - oto 6n
Aggregate Bases & Surfaces
Highway, R.R. and Waterway Structures
Drainage
Electrical
Cover and Seal Coats
r.
Miscellaneous Concrete Construction
Landscaping
Fencing
Guardrail
Painting 3 Sc3 i
Signing I I
Fabrication I I
Building Construction I I I I
Other Construction (List)
k4VWo v A_ L 1 D f
Totals 10 1))
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the "Illinois Procurement Code." Failure to comply will re, in
non - issuance of an "Authorization To Bid." This form has been approved by the State Forms Management Center.
i. Work Subcontracted to Others.
or each contract described in Part I, list all the work you have subcontracted to others.
1 I 2 3 4 I_ Awards Pending
I Subcontractor \ I
I Type of Work
I Subcontract Price
Amount \ /
Uncompleted
Subcontractor
Type of Work
I Subcontract Price
Amount
Uncompleted
� I Subcontractor -- -- -_—
I Type of Work
Subcontract Price I
Amount -- j —
Uncompleted
Subcontractor
Type of Work /
Subcontract Price /
Amount
Uncompleted
Subcontractor /
Type of Work / I
Subcontract Price
I Amount / I
Uncompleted
Total Uncompleted $0.00 $0.00 $0.00 I $0.00 I $0.00
I, being duly wom, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the
undersigned for Federal, State, County, City and private work, including ALL subcontract work, ALL pending low bids not yet awarded or
rejected and ALL estimated completion dates.
Subscribed and swom t befor me
thi f day Type or PrinIP
or D' or Title i Signed
Not ry Public My commission ex res 0 Company � c � �� f
(Notary Seal)
Address O . 66 x �� 3
"OFFICIAL SEAL" Sr /� of !l n
TINA M. MISTRETfA dJ -� (Q
Notary Public, State of Illinois
My Commisslon Expkes 10 -29 -2007
From: Rebecca Spees At: Corkill Insurance FaxID: Corkill Insurance Ag To: SKC Date: 7/12/06 10:49 AM Page: 2 of 2
ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID RS DATE(MMrOD/YYYY)
SKCCO -1 :07/12/06
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
1 Corkill Insurance Agency, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
1699 Wall Street Suite 725 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Mt. Prospect IL 60056
Phone : 847 - 758 -1000 I INSURERS AFFORDING COVERAGE I NAIC #
INSURED IINSURERA General Casualty Companies 18821
INSURER B 1
SKC Construction, Inc. I INSURER
P.O. BOX 503 I INSURER D - -
West Dundee IL 60118
INSURER E
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING
ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
inax aunt N POLICY CE PO EFFETIVLICY EXPIRATIO - - - -' - - - - - - -
LTR NSRC TYPE OF INSURANCE POLICY NUMBER DATE EFFE TIV I DATE (MMIOD TIO
GENERAL LIABILITY EA LIMITS
CH OCCURRENCE $ 1,000,000
A X COMMERCIAL GENERAL LIABILITY CCI 0325746 02/01/06 02/01/07 IPREMISES (Ea occurence) $ 100,000
CLAIMS MADE 1�1 OCCUR I MED EXP (Any one person) 1 $ 5,000
X Blkt Addl Insd I PERSONAL BADV INJURY 1 $ 1,000,000
I j I GENERAL AGGREGATE 1 $ 2,000,000
GENT AGGREGATE LIMIT APPLIES PER. I PRODUCTS - COMP /OP AGG , $ 2,000,000
POLICY In l PRO-
ECT n LOC 1
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT
A X ANY AUTO CBA 0325746 02/01/06 02/01/07 (Ea accident) $ 1 , 000 I r OOO
ALL OWNED AUTOS BODILY INJURY
SCHEDULED AUTOS I (Per person) I $
X HIRED AUTOS
X NON -OWNED AUTOS BODILY INJURY (Per (Per accident)
PROPERTY DAMAGE
(Per accident) $
GARAGE LIABILITY I AUTO ONLY - EA ACCIDENT I $
ANY AUTO I OTHER THAN EA ACC 1 $
AUTO ONLY: AGG 1 $
I
EXCESS /UMBRELLA LIABILITY I 1 $ 6,000,000
I EACH OCCURRENCE
A XI OCCUR EI CLAIMSMADE CCU 0325746 02/01/06 02/01/07 I AGGREGATE
is 6,000
I$
DEDUCTIBLE I I $
X RETENTION $ 10000 I I $
WORKERS COMPENSATION AND I X TORY LIMITS I I
A I
EMPLOYERS' LIABILITY
ANY PROPRIETORIPARTNERIEXECUTIVE CWCO325746 02/01/06 02/01/07 EL. EACH ACCIDENT 1$1,000,000
OF EXCLUDED7
If yes, es.describe under IELDISEASE - EAEMPLOYEE r r I$ 000 000
SPECIAL PROVISIONS below I EL. DISEASE- POLICY LIMIT 1$ 1 , 000 , 000
OTHER
A Equipment CCI 0325746 02/01/06 02/01/07 Leased $30,000
Ded. $250
DES OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS
JOB: 2006 Joint and Crack Filling - various streets, section #06- 00000 -00 -GM
ADDITIONAL INSURED: United City of Yorkville, it officers, agents, and
employees.
CERTIFICATE HOLDER CANCELLATION
UNITEDC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
United City of Yorkville NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL
Attn : Joe Wywrot -city engineer IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
800 Game Farm Road
Yorkville IL 60560 REPRESENTATIVES.
AUTHORIZED ESENTATIVE l
ACORD 25 (2001/08) ORATION
� " 1988
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40C 1 ?��6
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