HomeMy WebLinkAboutResolution # 3861 - IDOT~`
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Illinois Department of Transportation
Division of Highways /Region 3 /District 4
401 Main Street /Peoria, Illinois / 61602-1111
Telephone 309/671-3333
June 6, 2008
CITY MFT
Canton
Fulton County
Section 08-00000-00-GM
2008 General Maintenance
Ms. Nancy Whites
City Clerk
2 North Main Street
Canton, Illinois 61520
Dear Ms. Whites:
The resolution adopted on May 20, 2008 by the City Council appropriating
$250,000.00 of motor fuel tax funds for the maintenance of various municipal
streets and highways for the above year is approved.
The municipal estimate of maintenance costs in the amount of $249,504.82 is
approved and your file copy is enclosed.
An expenditure of $236,872.50 for maintenance and $12,632.32 for
maintenance engineering are being authorized on this date and will be shown
on your next monthly allotment letter.
Also the maintenance engineering agreement and the proposal are approved.
A letting has been scheduled for June 24, 2008 at City Hall.
Ve y trul~yours,
E. Crowe, P.E.
Director of Highways,
Three Engineer
LHL: Sdsp:\winword\blrwork\citymaintrescanton07gm.doc
Enclosure
cc: D-4 Auditor
Maurer-Stutz (Canton Office - G. Merkle) 2 copies
File
1
Illinois Depa~"tment
of Transpolrtation
BE IT RESOLVED, by the Council
city
(City, Town or Village)
of Canton
appropriated the sum of $250,000.00
ZRPNSPC~R ~:^'~O
OF ~<:0 ~
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t
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I~h~al\~
REGION .3a. ~ ~/
lution for Maintenance of
is and Highways by Municipality
r the Illinois Highway Code
a 8 - cx~ocx~ - oo - G n.;
of the
on~crtvr'Yresident and Board of Trustees)
Illinois, that there is hereby
(Name)
_ of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2008
(Date)
to December 31, 2008
(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 Peoria ,Illinois.
I, Nancy Whites
of Canton
Clerk in and for the City
(City, Town or Village)
County of Fulton
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the Council at a meeting on May 20, 2008
(Council or President and Board of Trustees)
Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this 20th day of May, 2008
(SEAL)
City Clerk
(City, Town or Village)
Printed 5/29/2008 BLR 14230 (Rev. 11/06)
Illinois Department
of Transportation
Period from 01 /01 /2008 to 12/31 /2008
Estimated Cost of Maintenance Operations
Maintenance For Grou III or III Material E ui mentor Labor
Operation
(No. -Description) Group
(i,ii,iii,iv)
Item
Unit
Quantit Unit
Price
Cost Operation
Cost
Contract Maintenance
1. HMSS Overla IV Bit Surface Rem -Butt Jt S.Y. 3,003 12.00 $36,036.00
20,020 SY Bit Mat'Is Prime Coat Gal 1,201 3.00 $3,603.00
Bit Hot Mix Sand Seal
Coat Mod Ton 1,194 125.00 $149,250.0 188,889.00
2. Mill &HMA Overla IV HMA Surface Rem, 1 1/2" S.Y. 2,146 5.00 $10,730.00
2,146 SY Bit Mat'Is Prime Coat Gal 215 3.00 $ 645.00
Area Reflect Crack Cont
Treat, S s A S.Y. 2,146 2.50 $5,365.00
HMA Surf Cse, Mix D, N50 Ton 200 125.00 $25,000.00 41,740.00
3. Testin Services ! Plant Ins ection
durin Street Maint L.S. 1 1,200.00 $1,200.00 1,200.00
General Maintenance
4. Street Swee in II EI in Goevac, Series V, Hour 50 100.87 $5,043.50 5,043.50
Sterlin SC8000 Swee er
Prelimina En ineerin Base Fee $1,000.00
II $5,043.5 2% $100.87
IV $230,629 5% $11,531.45
TOTAL $12, 632.32
Total Da Labor Costs $5,043.50
Total Estimated Maintenance Operation Cost $236,872.50
Preliminary Engineering 12,632.32
Engineering Inspection 0.00
Material Testing 0.00
Total Estimated Engineering Cost $12,632.32
Total Estimated Maintenance Cost $249,504.82
Municipal Estimate of
Maintenance Costs
Section Number 08 - 00000 - 00 - GM
Municipality City of Canton
Submitted
Date
Approved:
By
Municipal Official Title Regional Engineer
Submit Four (4) Copies to Regional Engineer
Page 1 of 1 BLR 14231 (Rev. 2/23/06)
Printed on 5/13/2008 8:51:14 AM
Itemization of Right-of-Way Request
Location of Pro ert Acres Cost of Cost of Damaae
Street Between And Name of Owner Right- Land to Land Total
(Street) (Street) of-Way Taken Not Taken
Total $
Printed 5/13/2008 Page 2 of 2 BLR 09150 (Rev. 11/06)
Illinois Department
of Transportation
BE IT RESOLVED, by the
city
(City, Town or Village)
Council
of Canton
appropriated the sum of $250,000.00
of the
(Council or President and Board of Trustees)
Illinois, that there is hereby
(Name)
of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2008
(Date)
to December 31, 2008
(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 Peoria ,Illinois.
I, Nancy Whites Clerk in and for the City
(City, Town or Village)
of Canton
County of Fulton
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the .Council at a meeting on May 20, 2008
(Council or President and Board of Trustees)
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this
(SEAL)
Date
20th day of May, 2008
City
(City, Town or Village)
Approved
Date
Department of Transportation
Resolution for Maintenance of
Streets and Highways by Municipality
Under the Illinois Highway Code
Clerk
Printed 5/13/2008 BLR 14230 (Rev. 11/06)
Illinois Department
of Transportation
For District Use Only
Transaction Number
Request for Expenditure/Authorization
of Motor Fuel Tax Funds
Municipality Citv of Canton
Countv Fulton
Rd. District
Section 08-00000-00-GM
I hereby request authorization to expend Motor Fuel Tax Funds as indicated below.
Purpose Amount
Contract Construction ................................................................................................................................
Day Labor Construction ...........................................................................................................................
Right-of-Way (Itemized On Reverse Side) ................................................................................................
Engineering ...............................................................................................................................................
Maintenance Engineering ......................................................................................................................... 12,632.32
Engineering Investigations ........................................................................................................................
Other Category ..........................................................................................................................................
Obligation Retirement ................................................................................................................................
Maintenance .............................................................................................................................................. 236,872.50
Co. Eng./Supt. Salary & Expenses (Period from to )
IMRF or Social Security .............................................................................................................................
Interest
...................................
Total $ 249,504.82
Comments
Date
Signed by
City Clerk
Title of Official
Approved
Date
Department of Transportation
Printed 5/13/2008 Page 1 of 2 BLR 09150 (Rev. 11/06)
Illinois Department
of Transportation
Period from 01 /01 /2008 to 12/31 /2008
Municipal Estimate of
Maintenance Costs
Section Number 08 - 00000 - 00 - GM
Municipality City of Canton
Estimated Cost of Maintenance Operations
Maintenance For Grou III or III Material E ui ment or Labor
Operation
(No. -Description) Group
(i,n,ni,iv~
Item
Unit
Quantit
Unit
Price
Cost
Operation
Cost
Contract Maintenance
1. HMSS Overla
20,020 SY IV HMA Surf Rem -Butt Jt
Bit Mat'Is Prime Coat S.Y.
Gal 3,003
1,201 12.00
3.00 $36,036.00
$3,603.00
Bit Hot Mix Sand Seal
Coat Mod Ton 1,194 125.00 $149,250.0 188,889.00
2. Mill &HMA Overla IV HMA Surface Rem, 1 1/2" S.Y. 2,146 5.00 $10,730.00
2,146 SY Bit Mat'Is Prime Coat Gal 215 3.00 $ 645.00
Area Reflect Crack Cont
Treat, S s A S.Y. 2,146 2.50 $5,365.00
HMA Surf Cse, Mix D, N50 Ton 200 125.00 $25,000.00 41,740.00
3. Testin Services ! Plant Ins ection
durin Street Maint L.S. 1 1,200.00 $1,200.00 1,200.00
General Maintenance
4. Street Swee in II EI in Goevac, Series V, Hour 50 100.87 $5,043.50 5,043.50
Sterlin SC8000 Swee er
Preliminar En ineerin Base Fee $1,000.00
II $5,043.5 2% $100.87
IV $230,629 5% $11,531.45
TOTAL $12,632.32
Total Da Labor Costs $5,043.50
Total Estimated Maintenance Operation Cost $236,872.50
Preliminary Engineering 12,632.32
Engineering Inspection 0.00
Material Testing 0.00
Total Estimated Engineering Cost $12,632.32
Total Estimated Maintenance Cost $249,504.82
Submitted: .S L ;~ 2U~f3 Approved: ~ ~ U~°~
BY~ ~~
Mayor
Title
Submit Four (4) Copies to Regional Engineer
I Engineer
Page 1 of 1 BLR 14231 (Rev. 2/23/06)
Printed on 5/29/2008 1:58:16 PM
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Illinois Department of Transportation
Memorandum
TO: City of Canton
From: Project Implementation Engineer
Subject: Equipment Rates/Contract No. MFT
Date: 2/21 /2008
An hourly expense rate for the following euipment has been reviewed and
calculated. The following rate shall apply:
EQUIPMENT HOURLY RATE
Street Sweeper(Elgin Goevac , $100.87
Series V, Sterling SC8000)
This hourly rate has been calculated utilizing the quidelines established and
published in the "Equipment Watch Rental Rate Blue Book". Should you
have any other questions pertaining to this matter please call
Mr. Glenn Barclift of this office at (309) 671-3654 or Mr. Scott Fleming at
(309) 671-3664.
SDL: kjg: EquipExpRateDatashtStateResident
CC: City of Canton
File
~7i ~spo
Maintenance Engineering to be
Performed by a Consulting Engineer
(to be attached to BLR 14231 or BLR 14221)
The services to be performed by the engineer, pertaining to the various items of work included in the estimated cost of
maintenance operations (BLR 14231 or 14221), shall consist of the following:
PRELIMINARY ENGINEERING shall include:
Investigation of the condition of the streets or highways for determination (in consultation with the local
highway authority) of the maintenance operations to be included in the maintenance program; preparation
of the maintenance resolution, estimate and proposal; attendance at meetings of the governing body as
may reasonably be required; attendance at public letting; preparation of the contract or acceptance of
proposal forms; and the preparation of the maintenance expenditure statement within 3 months.
ENGINEERING INSPECTION shall include:
Furnishing the engineering field inspection (including preparation of payment estimates, material testing
and/or checking material invoices) of those maintenance operations requiring professional on-site
inspection, as opposed to those ordinary operations such as street sweeping, snow removal, tree trimming,
crack filling, cleaning ditches and culverts, etc., which typically require no professional inspection.
For furnishing preliminary engineering, the engineer will be paid a base fee PLUS a negotiated fee percentage. For
furnishing engineering inspection the engineer will be paid a negotiated fee percentage. The negotiated preliminary
engineering fee percentage for each group shown in the "Schedule of Fees" shall be applied to the total estimated costs of
that group. The negotiated fee for engineering inspection for each group shall be applied to the total final cost of that group
for the items which required engineering. (See reverse side for additional instructions). In no case shall this be construed
to include supervision of contractor operations.
SCHEDULE OF FEES
Value of Pro ram BASE FEE
®> $15,000 $1,000.00
^ <_ $15,000 Ne otiated: $1,000 Max.
PLUS
Preliminar En ineerin En ineerin Ins ection Operation to be
Grou
p Acce table Fee % Ne otiated Fee % Acce table Fee % Ne otiated Fee % Ins ected, Etc.
0 0
0 0 0
0 0 0
SIGNATURES
gy. Maurer-Stutz, Inc.; 1670 E. Ash St.; Canton,,,~-_8~".~tY;~!~,,,,
Lo I Ag cy Official Signature Consulting Engineer ~~ ~~..•••..~~9'
Mayor BY~ G fJ a ~ Db2-042917 '
Title Signa re = : ~
" ~PROFEB$IONAL
~ 2 9 2D ~ S~~-~2D o8 :~ Et~K31NEER ~~
I ate Date ~E~- eal~••
~~P ll-3D-09
Page 1 of 2 BLR 05520 (Rev. 7/05)
Printed on 5/29/2008 1:58:46 PM
Group TYPICAL OPERATION WITHIN GROUP
Non-engineering items; materials or services purchased without a proposal; i.e. electrical energy and
expendable small tools.
Routine day labor maintenance items, i.e. street sweeping, tree trimming or removal, mowing, ice and
snow control, cleaning ditches, brush removal, traffic signal maintenance, lighting maintenance and
purchases by a proposal of materials not directly incorporated into the work. Items requiring minimum
preliminary engineering and no engineering inspection.
III Day labor maintenance items requiring material proposal. Items furnished and spread or delivered to
jobsite by material suppliers. Items requiring preliminary engineering and/or engineering inspection.
IV Contract maintenance items performed by contractors. Items requiring preliminary engineering and/or
engineering inspection.
Notes:
(1) The negotiated fee shall not exceed the acceptable fee percentage for each group and shall be negotiated based on
the level of complexity involved.
(2) PRELIMINARY ENGINEERING: The negotiated fee for each group shall be applied to the total estimated costs of
those items in that group (excluding engineering cost).
(3) ENGINEERING INSPECTION: To compute the estimated cost, the negotiated fee for each group shall be applied to
the total estimated cost of those items in that group to be inspected. The actual fee paid shall be based on the final
costs of those items in that group given field inspection by the Engineer.
(4) Payment for maintenance engineering may be arranged:
(a) On the basis of base fees plus percentage fees not to exceed the fees listed, or
'` (b) On the basis of the actual cost of services plus a specified percentage for overhead, or
" (c) On the basis of a lump sum fee.
" If method (b) or (c) is employed, the total engineering cost shall not be greater than the amount determined under
method (a).
(5) Ten percent of the total fee is to be withheld until such time as the expenditure statement is submitted and the final
cost of inspected items is known.
(6) Each maintenance operation shown on the "Estimate of Maintenance Costs" shall show the applicable engineering
Group (I to IV) for which the operation applies.
(7) Base fee applies only to preliminary engineering.
Page 2 of 2 BLR 05520 (Rev. 7/05)
Printed on 5/29/2008 1:58:46 PM
RETURN WITH BID
PROPOSAL SUBMITTED BY
Name
P.O. Box
City
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STATE OF ILLINOIS
COUNTY OF Fulton
City of Canton
(Insert name of City, Village, Town or Road District)
ESTIMATE OF COST, SPECIFICATIONS, PLANS,
MATERIAL PROPOSAL, CONTRACT PROPOSAL,
CONTRACT AND CONTRACT BOND.
(Strike out that which is not applicable)
FOR
THEIMPROVEMENT OF
STREET NAME OR ROUTE NO. Various Streets
SECTION NO. 08-00000-00-GM
TYPE OF FUNDS MFT
TO BE CONSTRUCTED UNDER
THE PROVISIONS OF
THE ILLINOIS HIGHWAY CODE
Submitted
Approved/Passed ~ 2~ 2~C7c~
,Mayor
Highway o issioner/Mayor/President o oard of Trustees
For County and Road District Projects Only
Submitted/Approved
County Engineer/Superintendent of Highways
Page 1 of 1
Printed on 5/29/2008 1:59:08 PM
APPROVED
DEPARTMENT OF TRANSPORTATION
Date (1 ~~ ~I ~6 ~'b
Regional E
IL 494-0328
BLR 12210 (Rev. 7/05)
INDEX
FOR
SUPPLEMENTAL SPECIFICATIONS
AND RECURRING SPECIAL PROVISIONS
Adopted January 1, 2008
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 1-1-07) (Revised 1-1-08)
SUPPLEMENTAL SPECIFICATIONS
Std. S oec. Sec.
205
Embankment ................ Page No.
251 ..................................................................................
...........................
Mulch ....................
1
53 ................................................................................
....................................
Planting Woody Plants ........................... 2
280 .................................
..................................................
Temporary Erosion Control 3
43 .................................................................................
......................
Reflective Crack Control Treatment 5
502 ..........................................................................................
Excavation for Structures .. 6
503 ........................................................................................................
Concrete Structures ..... g
505 .............................................................................................................
Steel Structures .... 10
540 ....................................................................................................................
Box Culverts ................. 11
633 .............................................................
................................................
Removing and Reerecting Guardrail and Terminals
12
672 ..................................
............................
Sealing Abandoned Water Wells ......
13
701 ........................................
................................................
Work Zone Traffic Control and Protection 14
838 ................................................................................
Breakaway Devices .......................... 15
1004 ...........................................
.............................................
Coarse Aggregates .........................
16
1020 ..................................
........................................................
Portland Cement Concrete 17
1022 .......................................................................................................
Concrete Curing Materials .......................... 18
1042 ..............................................................................
Precast Concrete Products .... 20
2 .....................................................................
..............................
Reflective Crack Control System 21
1069 .....................................................................
.........................
Pole and Tower ....
22
1081 ..............................................................
.......................................................
Materials for Planting 24
1083 ................................................................................................................
Elastomeric Bearings ..........................
. 27
1102 .
....................................................................................
Hot-Mix Asphalt Equipment ....................... 29
............................
...................................................
30
CHECK SHEET
FOR
RECURRING SPECIAL PROVISIONS
Adopted January 1, 2008
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. 1-1-07) .................................... .
31
........
2 ^ Subletting of Contracts (Federal Aid Contracts) (Eff. 1-1-88) (Rev. 5-1-93) ............................................................. 33
.........................
3 ^ EEO
Eff
7
21
78
R
11
18
8
(
.
-
) (
ev.
-
-
-
0) ...................................................................................................................................................
4 ^ Specific Equal Employment Opportunity Responsibilities Non Federal-aid Contracts (Eff
3-20-69) (Rev
1-1-94) 34
44
.
.
..........................
5 ^ Required Provisions -State Contracts (Eff. 4-1-65) (Rev. 1-1-07)
....................................................................................................
6 Reserved 49
..........................................................................................................................................................................................
7 Reserved 54
8
^ ..........................................................................................................................................................................................
Haul Road Stream Crossings, Other Temporary Stream Crossings, and In-Stream Work Pads (Eff.1-2-92) (Rev.1-1-98) ........... 55
56
9 ^ Construction Layout Stakes Except for Structure" (Eff.1-1-99) (Rev.1-1-07)
10
^ ..................................................................................
Construction Layout Stakes (Eff. 5-1-93) (Rev. 1-1-07) 57
11
^ ....................................................................................................................
Use of Geotextile Fabric for Railroad Crossing (Eff. 1-1-95) (Rev
1-1-07) 60
12
^ .
.......................................................................................
Subsealing of Concrete Pavements (Eff. 11-1-84) (Rev. 1-1-07) 63
13
^ ......................................................................................................
Hot-Mix Asphalt Surface Removal (Cold Milling) (Eff. 11-1-87) (Rev
1-1-07) 65
14
^ .
..................................................................................
Pavement and Shoulder Resurfacing (Eff. 2-1-02) (Rev. 1-1-07) 69
15
^ .....................................................................................................
PCC Partial Depth Hot-Mix Asphalt Patching (Eff. 1-1-98) (Rev
1-1-07) 71
16
^ .
..........................................................................................
Patching with Bituminous Overlay Removal (Eff. 10-1-95) (Rev.1-1-07) 72
17
^ ..........................................................................................
Polymer Concrete (Eff. 8-1-95) (Rev.1-1-08) ....... 74
18
^ ............................................................................................................................
PVC Pipeliner (Eff. 4-1-04) (Rev.1-1-07) ................ 75
19
^ ..........................................................................................................................
Pipe Underdrains (Eff. 9-9-87) (Rev.1-1-07) . 77
20
^ ...................................................................................................................................
Guardrail and Barrier Wall Delineation (Eff. 12-15-93) (Rev.1-1-97) ................................................................ 78
79
21 ................................
^ Bicycle Racks (Eff. 4-1-94) (Rev. 1-1-07) .......
22 ...................................................................................................................................
^ Temporary Modular Glare Screen System (Eff. 1-1-00) (Rev.1-1-07) ................................................................................... 83
85
...........
23 ^ Temporary Portable Bridge Traffic Signals (Eff. 8-1-03) (Rev.1-1-07) ......................................................... 87
....................................
24 ^ Work Zone Public Infonnation Signs (Eff. 9-1-02) (Rev. 1-1-07)
.......................................................................................................
25 ^ Night Time Inspection of Roadway Lighting (Eff. 5-1-96) . 89
.................................................................................................................
26 ^ English Substitution of Metric Bolts (Eff. 7-1-96) . 90
..............................................................................................................................
27 ^ English Substitution of Metric Reinforcement Bars (Eff. 4-1-96) (Rev.1-1-03) ......................................................... 91
92
........................
28 ^ Calcium Chloride Accelerator for Portland Cement Concrete (Eff
1-1-01)
.
.......................................................................................
29 ^ QC of Concrete Mixtures at the Plant - Single A (Eff. 8-1-00) (Rev
1-1-04) 93
.
.....................................................................................
30 ^ QC of Concrete Mixtures at the Plant - Double A (Eff. 8-1-00) (Rev
1-1-04) 94
.
...................................................................................
31 ^ Quality Control/Quality Assurance of Concrete Mixtures (Eff. 4-1-92) (Rev.1-1-07) ........................................................................ 100
108
CHECK SHEET
FOR
RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS
Adopted January 1, 2008
The following RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and ar
included by reference: e
RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS
CHECK SHEET # PAGE N0
LRS 1 Reserved ................................................................................................................................................
. .
121
..
.......................................
LRS 2 ^ F
i
h
d E
i
LRS 3 ^X urn
s
e
xcavat
on (Eff.1-1-99) (Rev. 1-1-07) ..............................................................................................................................
W
k Z
T
ffi 122
LRS 4 ^X or
one
ra
c Control (Eff.1-1-99) (Rev. 1-1-07) .......................................................................................................................
Fl
i
W 123
LRS 5 ^X aggers
n
ork Zones (Eff. 1-1-99) (Rev.1-1-07) ..........................................................................................................................
Contract Claims (Eff.1-1-02) (Rev.1-1-07) . 124
LRS 6 ^X ......................................................................................................................................
Bidding Requirements and Conditions for Contract Proposals (Eff
1-1-02) 125
LRS 7 ^ .
.....................................................................................
Bidding Requirements and Conditions for Material Proposals (Eff
1-1-02) (Rev
1-1-03) 126
LRS 8 ^ .
.
................................................................
F
il
C 132
LRS 9 ^ a
ure to
omplete the Work on Time (Eff.1-1-99) ..........................................................................................................................
Bit
i
S
rf
T 138
LRS 10 ^X um
nous
u
ace
reatments (Eff. 1-1-99) ....................................................................................................................................
Reflective Sheeting Type C (Eff.1-1-99) (Rev.1-1-02) 139
LRS 11 ^X .....................................................................................................................
E 140
LRS 12 ^x mployment Practices (Eff.1-1-99) ...................................................................................................................................................
Wages of Employees on Public Works (Eff.1-1-99) (Rev. 1-1-07) 141
LRS 13 ^X ...................................................................................................
Selection of Labor (Eff.1-1-99) ............
. 143
LRS 14 ^ .
...........................................................................................................................................
Paving Brick and Concrete Paver Pavements and Sidewalks (Eff.1-1-04) (Rev
1-1-07) 144
LRS 15 ^x .
................................................................
Partial Payments (Rev.1-1-07) 145
......................................................................................................................................................... 148
of Trar~sportalion
o~~~
Special Provisions
The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", Adopted
January 1, 2007 ,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 City of Canton Section 08-00000-00-GM ,and in case of conflict with any part, or
parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.
MANHOLES AND OTHER OBSTRUCTIONS TO BE ADJUSTED /BASE REPAIR
The City of Canton will be responsible for manhole, valve box, and other utility adjustments and any base repair if required.
This item will be performed at no cost to this contract.
AGGREGATE (PRIME COAT)
The City of Canton will be responsible for furnishing and applying prime coat aggregate (if needed). The City will perform this
operation at no cost to this contract.
BITUMINOUS MATERIALS PRIME COAT
This work shall be done in accordance with Article 406.05(b). Bituminous material shall be applied at an approximate rate of
0.06 gallons per Sq. Yd. on existing pavement surfaces and 0.1 gallons per Sq. Yd. on milled surfaces. This is a specified
range only and may vary due to field and climate conditions.
This work will be paid in accordance with Article 406.14 and at the contract unit price per gallon for
BITUMINOUS MATERIALS (PRIME COAT) which shall include all labor, equipment, and materials to complete the work.
TRAFFIC CONTROL PLAN
Traffic control shall be in accordance with the applicable sections of the "Standard Specifications for Road and Bridge
Construction", the applicable guidelines contained in the "Illinois Manual on Uniform Traffic Control Devices for Streets and
Highways", these special provisions, and any special details and Highway Standards contained herein and in the plans.
Special attention is called to SECTION 701 and Articles 107.09 and 107.14 of the "Standard Specifications for Road and
Bridge Construction" and the Traffic Control Standards 701501, 701901 and BLR 18-4.
Basis of Payment
All traffic control required shall be considered incidental to Hot-Mix Asphalt Surface Course, Mix D, N50 or Bituminous Hot Mix
Sand Seal Coat (Modified) and will not be paid for separately.
Page 1 of 1 BLR 11310 (Rev. 7/05)
Printed on 5/15/2008 12:12:18 PM
Special Provisions
City of Canton
Section 08-00000-00-GM
#247-08001
BITUMINOUS HOT MIX SAND SEAL COAT (MODIFIED)
This item of work shall be performed in accordance with LR-403-2, Special Provision for
Bituminous Hot Mix Sand Seal Coat except for the following modifications:
CHANGE Description requiring a maximum compacted bituminous hot mix sand seal
coat thickness of 19 mm (0.75 inch) to allow greater thickness as required by the
Contract.
Materials under item (a) include Article 1004 to provide for a CM-16 or CA-16 aggregate
in the mixture.
Modify Note 1 to follow the Class I Surface Course Mixture Specification in Section 406
of the "Standard Specifications". The following is a Target Range for the aggregate
gradation:
Job Mix Formula Tolerances
Passing 2 inch sieve 100% _____
Passing 3/8 inch sieve 99% _____
Passing No. 4 sieve 78% y5%
Passing No. 8 sieve 55% y5%
Passing No. 16 sieve 40% _____
Passing No. 30 sieve 30% _____
Passing No. 50 sieve 17% y4%
Passing No. 100 sieve 7% _____
Passing No. 200 sieve 3% b'0.3%
The ingredients of the seal coat mixture shall be combined in such proportion as to
produce a mixture conforming to the following composition limits by weight:
Ingredient
CA-16 or CM-16
FA-01
FA-20
Residual Bitumen PG 58-22
Percent by Weiaht
27.9%
32.6%
32.5%
7.0%
The percentage of residual bitumen shall be set by the Engineer (or City). The right is
reserved by the Engineer (or City) to make such changes in proportions during the
progress of the work as deemed necessary. The asphalt content shall not vary d .5%
from the bitumen content set by the Engineer (or City).
Modify Note 3 to require a PG 58-22 asphalt cement in the mixture.
-2-
Special Provisions
City of Canton
Section 08-00000-00-GM
#247-08001
HOT-MIX ASPHALT SURFACE COURSE MIX D N50
This item consists of the furnishing, transportation and placement of hot-mix asphalt
mixture in accordance with Section 406 of the Standard Specifications and as modified
herein.
PG 64-22 bituminous material shall be used.
For the CA-16 or CM-16 aggregate only Dolomite will be allowed.
Article 406.11 will not be applicable.
HOT MIX ASPHALT MIXTURE REQUIREMENTS
The following mixture requirements are applicable for this project.
Mixture Use(s) Surface Course
AC/PG: PG 64-22
RAP %: (Max)** 15%
Design Air Voids: 4.0% @ Ndes = 50
Mixture Composition:
(Gradation Mixture) IL 9.5 or IL 12.5
Friction A re ate: Mixture D*
'`CA-16 or CM-16 only Dolomite will be allowed.
** If > 15% RAP is used, the contractor may be required to use a softer grade
of asphalt as determined by the Materials Engineer.
This work will be paid for at the contract unit price per ton for HOT-MIX ASPHALT
SURFACE COURSE, MIXTURE D, N50 which shall include all labor, equipment and
materials to complete the work.
OTHER PAVEMENT EDGE TRANSITIONS
Pavement edge transitions are required at curb and gutter, curbs, inlets, driveways, etc.
as needed.
Pavement edge transitions shall be considered incidental to Hot-Mix Asphalt Surface
Course, Mix D, N50 or Bituminous Hot Mix Sand Seal Coat (Modified) and no additional
compensation will be allowed.
-3-
Special Provisions
City of Canton
Section 08-00000-00-GM
#247-08001
AREA REFLECTIVE CRACK CONTROL TREATMENT
Revise the 2"d and 3~d sentences of Article 443.01 to read as follows:
"Area reflective crack control treatment shall be System A. Strip reflective crack control
treatment shall be System A."
Add the following paragraph to Article 443.04:
"If rain is imminent, the Contractor is to apply a fog coat prime and a fine aggregate
blotter, as directed by the Engineer to all area crack control fabric that has been placed
but no overlaid. This work shall be completed in accordance with Article 406 06 and will
be paid for in accordance with Article 109 04 "
Add the following paragraph to Article 443.05:
"The HMA surface course mixture placement on the crack control treatment shall be
completed within two working days of the time the crack control is installed.
Reflective crack control treatment placed more than two working days in advance of the
overlay placement will be inspected by the Engineer prior to placing the overlay. Any
corrective work required by the Engineer shall be completed by the Contractor at no cost
to the Department."
Revise the first sentence of Article 443.06 to read as follows:
"The area to be covered with fabric shall be sprayed uniformly with asphalt binder at a
rate of 0.20 to 0.30 gal/sq yd as directed by the Engineer.
Add after the first paragraph of Article 443.06:
"If the asphalt cement binder bleeds through the fabric under traffic, then a fine
aggregate blotter shall be applied as directed by the Engineer and paid for in accordance
with Article 109.04.
After reflective crack control placement and prior to the bituminous overlay placement, the
Contractor shall furnish, erect and maintain SLIPPERY WHEN WET signs at such locations
when required during wet weather. The cost of this work shall be included in the unit prices
bid and no additional compensation will be allowed."
-4-
Special Provisions
City of Canton
Section 08-00000-00-GM
#247-08001
HOT-MIX ASPHALT SURFACE REMOVAL, 1-1/2"
The cold milled salvaged aggregate resulting from this operation shall be the property of
the City of Canton. The contractor shall deliver it to the City's lot at 2"d Avenue and Pine
Street and store it as directed by the City of Canton's Superintendent of Streets.
Add the following to Article 440.03:
Weather conditions, when milling work is performed, must be such that short term or
temporary pavement markings can be placed the day the surface is milled in accordance
with Section 703 "Work Zone Pavement Markings".
If the milling depth is intended to expose the original concrete pavement, then additional
hand or machine work may be necessary to remove any remaining veneer of bituminous
pavement which may be left in place behind the milling machine. Such work will be at the
direction of the Engineer and at no extra cost to the CITY.
Cleanup: After cold milling a traffic lane and before opening the lane to traffic, the
pavement shall be swept by a (a) self-propelled street sweeper with power vacuum
capability or (b) mechanical broom to prevent compaction of the cuttings onto the
pavement. All loose material shall be removed from the roadway. Before the area
reflective crack control treatment or prime coat is placed, the pavement shall be cleaned
of all foreign material to the satisfaction of the Engineer.
This cleanup work shall be considered included in the contract unit price per square yard
for HOT-MIX ASPHALT SURFACE REMOVAL, 1-1/2", and no additional
compensation will be allowed.
Method of Measurement
(a) Contract Quantities. The requirements for the use of Contract Quantities shall be
Article 202.07(a) of the Standard Specifications.
(b) Measured Quantities. Cold milling and planing will be measured and the area
computed in square yards of surface.
Areas not milled (shadow areas) due to rutting in the existing pavement surface will be
included in the area measured for payment.
Removal of occasional concrete patches in the surface to the required depth shall be
accomplished identically to the removal of the bituminous surface, and these areas shall
be included in the unit cost bid per square yard for HOT-MIX ASPHALT SURFACE
REMOVAL, 1-1/2".
-5-
Special Provisions
City of Canton
Section 08-00000-00-GM
#247-08001
Basis of Payment
Transporting salvage milled material to the City's stock pile shall be incidental to the
contract unit price per Square Yard for HOT-MIX ASPHALT SURFACE REMOVAL,
1-1 /2".
This work will be paid in accordance with Article 440.08.
-6-
EQUIPMENT RENTAL RATES (BDE)
Effective: August 2, 2007
Revised: January 2, 2008
Replace the second and third paragraphs of Article 105.07(b)(4)a. of the Standard
Specifications with the following:
"Equipment idled which cannot be used on other work, and which is authorized to
standby on the project site by the Engineer, will be paid for according to
Article 109.04(b)(4)."
Replace Article 109.04(b)(4) of the Standard Specifications with the following:
"(4) Equipment. Equipment used for extra work shall be authorized by the Engineer.
The equipment shall be specifically described, be of suitable size and capacity for
the work to be performed, and be in good operating condition. For such equipment,
the Contractor will be paid as follows.
a. Contractor Owned Equipment. Contractor owned equipment will be paid for by
the hour using the applicable FHWA hourly rate from the "Equipment Watch
Rental Rate Blue Book" (Blue Book) in effect when the force account work
begins. The FHWA hourly rate is calculated as follows.
FHWA hourly rate = (monthly rate/176) x (model year adj.) x (Illinois adj.) + EOC
Where: EOC =Estimated Operating Costs per hour (from the Blue Book)
The time allowed will be the actual time the equipment is operating on the extra
work. For the time required to move the equipment to and from the site of the
extra work and any authorized idle (standby) time, payment will be made at the
following hourly rate: 0.5 x (FHWA hourly rate - EOC).
All time allowed shall fall within the working hours authorized for the extra work.
The rates above include the cost of fuel, oil, lubrication, supplies, small tools,
necessary attachments, repairs, overhaul and maintenance of any kind,
depreciation, storage, overhead, profits, insurance, and all incidentals. The rates
do not include labor.
The Contractor shall submit to the Engineer sufficient information for each piece
of equipment and its attachments to enable the Engineer to determine the proper
equipment category. If a rate is not established in the Blue Book for a particular
piece of equipment, the Engineer will establish a rate for that piece of equipment
that is consistent with its cost and use in the industry.
b. Rented Equipment. Whenever it is necessary for the Contractor to rent
equipment to perform extra work, the rental and transportation costs of the
equipment plus five percent for overhead will be paid. In no case shall the rental
rates exceed those of established distributors or equipment rental agencies.
All prices shall be agreed to in writing before the equipment is used.
80189
HOT-MIX ASPHALT -FIELD VOIDS IN THE MINERAL AGGREGATE (BDE)
Effective: April 1, 2007
Revised: April 1, 2008
Add the following to the table in Article 1030.05(d)(2)a. of the Standard Specifications:
"Parameter Frequency of Tests
High ESAL Mixture
Low ESAL Mixture Frequency of Tests
All Other Mixtures Test Method
See Manual of Test
Procedures for Materials
VMA Day's production N/A Illinois-Modified
Z 1200 tons: AASHTO R 35
1 per half day of
Note 5. production
Day's production
< 1200 tons:
1 per half day of
production for first
2 days and 1 per day
thereafter (first sample
of the da
Note 5. The Gsb used in the voids in the mineral aggregate (VMA) calculation
shall be the same average Gsb value listed in the mix design."
Add the following to the Control Limits table in Article 1030.05(d)(4) of the Standard
Specifications:
"CONTROL LIMITS
Parameter High ESAL High ESAL All Other
Low ESAL Low ESAL
Individual Moving Avg. of 4 Individual
Test Test
VMA -0.7 % v -0.5 % v N/A
2/ Allowable limit below minimum design VMA requirement"
Add the following to the table in Article 1030.05(d)(5) of the Standard Specifications:
"CONTROL CHART
REQUIREMENTS High ESAL
Low ESAL All Other
VMA"
Revise the heading of Article 1030.05(d)(6)a.1. of the Standard Specifications to read:
"1. Voids, VMA, and Asphalt Binder Content."
Revise the first sentence of the first paragraph of Article 1030.05(d)(6)a.1.(a.) of the Standard
Specifications to read:
"If the retest for voids, VMA, or asphalt binder content exceeds control
limits, HMA production shall cease and immediate corrective action shall
be instituted by the Contractor."
Revise the table in Article 1030.05(e) of the Standard Specifications to read:
"Test Parameter Acceptable Limits of
Precision
Passin :'~
1/2 in. 12.5 mm 5.0
No. 4 4.75 mm 5.0
No. 8 2.36 mm 3.0
No. 30 600 m 2.0
Total Dust Content
No. 200 75 m '~ 2 2 %
As halt Binder Content 0.3
Maximum Specific
Gravi of Mixture 0.026
Bulk S ecific Gravi 0.030
VMA 1.4
Densi % Com action 1.0 % Correlated
1/Based on washed ignition."
80181
HOT-MIX ASPHALT -PLANT TEST FREQUENCY (BDE)
Effective: April 1, 2008
Revise the table in Article 1030.05(d)(2)a. of the Standard Specifications to read:
Frequency of Frequency of Tests Test Method
Tests See Manual of
"Parameter All Other Mixtures Test
High ESAL Procedures for
Mixture Materials
Low ESAL Mixture
Aggregate
Gradation 1 dry gradation 1 gradation per day Illinois
per day of of production. Procedure
Hot bins for batch production (either
and continuous morning or The first day of
plants. afternoon sample). production shall be
and a washed ignition
Individual cold-feed oven test on the
or combined belt- 1 washed ignition mix. Thereafter,
feed for drier drum oven test on the the testing shall
plants. mix per day of alternate between
production dry gradation and
passing sieves: (conduct in the washed ignition
1/2 in. (12.5 mm), afternoon if dry oven test on the
No. 4 (4.75 mm), gradation is mix.
No. 8 (2.36 mm), conducted in the
No. 30 (600 µm) morning or vice Note 4.
No. 200 (75 µm) versa).
Note 1. Note 3.
Note 4.
sphalt Binder
ontent by Ignition 1 per half day of 1 per day Illinois-Modified
ven production AASHTO T 308
Note 2.
it Voids Day's production z
1200 tons:
Bulk Specific 1 per day Illinois-Modified
Gravity 1 per half day of AASHTO T 312
of Gyratory Sample production
Day's production
< 1200 tons:
1 per half day of
production for first
2 days and 1 per
day thereafter
(first sample of the
da
"Parameter Frequency of
Tests
High ESAL
Mixture
Low ESAL Mixture Frequency of Tests
All Other Mixtures Test Method
See Manual of
Test
Procedures for
Materials
Day's production z
Maximum Specific 1200 tons: 1 per day Illinois-Modified
Gravity of Mixture AASHTO T 209"
1 per half day of
production
Day's production
< 1200 tons:
1 per half day of
production for first
2 days and 1 per
day thereafter
(first sample of the
da
80201
HOT-MIX ASPHALT -TRANSPORTATION (BDE)
Effective: April 1, 2008
Revise Article 1030.08 of the Standard Specifications to read:
"1030.08 Transportation. Vehicles used in transporting HMA shall have clean and tight
beds. The beds shall be sprayed with asphalt release agents from the Department's approved
list. In lieu of a release agent, the Contractor may use a light spray of water with a light scatter
of manufactured sand (FA 20 or FA 21) evenly distributed over the bed of the vehicle. After
spraying, the bed of the vehicle shall be i n a completely raised position and it shall remain in this
position until all excess asphalt release agent or water has been drained.
When the air temperature is below 60 °F (15 °C), the bed, including the end, endgate, sides
and bottom shall be insulated with fiberboard, plywood or other approved insulating material and
shall have a thickness of not less than 3/4 in (20 mm). When the insulation is placed inside the
bed, the insulation shall be covered with sheet steel approved by the Engineer. Each vehicle
shall be equipped with a cover of canvas or other suitable material meeting the approval of the
Engineer which shall be used if any one of the following conditions is present.
(a) Ambient air temperature is below 60 °F (15 °C).
(b) The weather is inclement.
(c) The temperature of the HMA immediately behind the paver screed is below 250 °F
(120 °C).
The cover shall extend down over the sides and ends of the bed for a distance of
approximately 12 in. (300 mm) and shall be fastened securely. The covering shall be rolled
back before the load is dumped into the finishing machine."
80202
PAYMENTS TO SUBCONTRACTORS (BDE)
Effective: June 1, 2000
Revised: January 1, 2006
Federal regulations found at 49 CFR §26.29 mandate the Department to establish a contract
clause to require Contractors to pay subcontractors for satisfactory performance of their
subcontracts and to set the time for such payments.
State law also addresses the timing of payments to be made to subcontractors and material
suppliers. Section 7 of the Prompt Payment Act, 30 ILCS 540/7, requires that when a
Contractor receives any payment from the Department, the Contractor shall make
corresponding, proportional payments to each subcontractor and material supplier performing
work or supplying material within 15 calendar days after receipt of the Department payment.
Section 7 of the Act further provides that interest in the amount of two percent per month, in
addition to the payment due, shall be paid to any subcontractor or material supplier by the
Contractor if the payment required by the Act is withheld or delayed without reasonable cause.
The Act also provides that the time for payment required and the calculation of any interest due
applies to transactions between subcontractors and lower-tier subcontractors and material
suppliers throughout the contracting chain.
This Special Provision establishes the required federal contract clause, and adopts the 15
calendar day requirement of the State Prompt Payment Act for purposes of compliance with the
federal regulation regarding payments to subcontractors. This contract is subject to the
following payment obligations.
When progress payments are made to the Contractor according to Article 109.07 of the
Standard Specifications, the Contractor shall make a corresponding payment to each
subcontractor and material supplier in proportion to the work satisfactorily completed by each
subcontractor and for the material supplied to perform any work of the contract. The
proportionate amount of partial payment due to each subcontractor and material supplier
throughout the contracting chain shall be determined by the quantities measured or otherwise
determined as eligible for payment by the Department and included in the progress payment to
the Contractor. Subcontractors and material suppliers shall be paid by the Contractor within 15
calendar days after the receipt of payment from the Department. The Contractor shall not hold
retainage from the subcontractors. These obligations shall also apply to any payments made by
subcontractors and material suppliers to their subcontractors and material suppliers; and to all
payments made to lower tier subcontractors and material suppliers throughout the contracting
chain. Any payment or portion of a payment subject to this provision may only be withheld from
the subcontractor or material supplier to whom it is due for reasonable cause.
This Special Provision does not create any rights in favor of any subcontractor or material
supplier against the State or authorize any cause of action against the State on account of any
payment, nonpayment, delayed payment, or interest claimed by application of the State Prompt
Payment Act. The Department will not approve any delay or postponement of the 15 day
requirement except for reasonable cause shown after notice and hearing pursuant to Section
~ 7(b) of the State Prompt Payment Act. State law creates other and additional remedies
available to any subcontractor or material supplier, regardless of tier, who has not been paid for
work properly performed or material furnished. These remedies are a lien against public funds
set forth in Section 23(c) of the Mechanics Lien Act, 770 ILCS 60/23(c), and a recovery on the
Contractor's payment bond according to the Public Construction Bond Act, 30 ILCS 550.
80022
REFLECTIVE SHEETING ON CHANNELIZING DEVICES (BDE)
Effective: April 1, 2007
Revise the seventh paragraph of Article 1106.02 of the Standard Specifications to read:
"At the time of manufacturing, the retroreflective prismatic sheeting used on channelizing
devices shall meet or exceed the initial minimum coefficient of retroreflection as specified in the
following table. Measurements shall be conducted according to ASTM E 810, without
averaging. Sheeting used on cones, drums and flexible delineators shall be reboundabfe as
tested according to ASTM D 4956. Prestriped sheeting for rigid substrates on barricades shall
be white and orange.
Initial Minimum Coefficient of Retroreflection
candelas/foot candle/s ft candelas/lux/s m of material
Observation
An le de Entrance Angle
de
White
Oran a Fluorescent
Oran e
0.2 -4 365 160 150
0.2 +30 175 80 70
0.5 -4 245 100 95
0.5 +30 100 50 40"
Revise the first sentence of the first paragraph of Article 1106.02(c) of the Standard
Specifications to read:
"Barricades and vertical panels shall have alternating white and orange stripes sloping
downward at 45 degrees toward the side on which traffic will pass."
Revise the third sentence of the first paragraph of Article 1106.02(d) of the Standard
Specifications to read:
"The bottom panels shall be 8 x 24 in. (200 x 600 mm) with alternating white and orange
stripes sloping downward at 45 degrees toward the side on which traffic will pass."
80183
LR 102
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
PROTESTS ON LOCAL LETTINGS
Effective: January 1, 2006
All protests will be handled according to Subpart F of Subtitle B of Title 44 of the Illinois
Administrative Code except for apprenticeship and training certification issues. The Chief
Procurement Officer will be a representative of the awarding authority.
LR107-5
Page 1 of 1
State of Illinois
DEPARTMENT OF TRANSPORTATION
Bureau of Local Roads & Streets
SPECIAL PROVISION
FOR
SUBSTANCE ABUSE PREVENTION PROGRAM
Effective: January 1, 2008
Revised: January 8, 2008
In addition to all other labor requirements set forth in this proposal and in the Standard
Specification for Road and Bridge Construction, adopted by the Department, during the
pertormance of this contract, the Contractor for itself, its assignees, and successors in interest
(hereinafter referred to as the "Contractor") agrees as follows:
Substance Abuse Prevention Program. Before the Contractor and any Subcontractor
commences work, the Contractor and any Subcontractor shall have in place a written
Substance Abuse Prevention Program for the prevention of substance abuse among its
employees which meets or exceeds the requirements in P. A. 95-0635 or shall have a collective
bargaining agreement in effect dealing with the subject matter of P. A. 95-0635.
The Contractor and any Subcontractor shall file with the public body engaged in the construction
of the public works: a copy of the substance abuse prevention program along with a cover letter
certifying that their program meets the requirements of the Act, or a letter certifying that the
Contractor or a Subcontractor has a collective bargaining agreement in effect dealing with the
subject matter of this Act.
LR 403-2
Page 1 of 6
State of Illinois
DEPARTMENT OF TRANSPORTATION
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
BITUMINOUS HOT MIX SAND SEAL COAT
Effective August 1, 1969
Revised January 1, 2007
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.
Description. This item shall consist of the furnishing and spreading of a bituminous hot mix sand
seal coat mixture to a compacted thickness of 19 mm (0.75 inch) or less all in accordance with the
requirements of these specifications, and to the lines, grade, thickness and cross sections shown
on the plans or established by the Engineer.
Materials. Materials shall meet the requirements of the following Articles of Section 1000 -
Materials.
Item
Article/Section
(a) Fine Aggregate (Note 1) .................................................................................1003.03 (a, b)
(b) Coarse Aggregate (Note 2) ............................................................................1004.03 (a, b)
(c) Bituminous Materials (Note 3) ......................1032.01-1032.03, 1032.05, 1032.06, 1032.08
Note 1. The fine aggregate shall be of gradation FA-1. Stone sand shall not be permitted.
If approved by the Engineer, the material may be produced by blending aggregates
from more than one source. The method of blending shall be by the use of aggregate
feeders of the apron, drum, reciprocating, or other type approved by the Engineer,
which shall provide for proportional and total feeding of the aggregates. The
components of a blend need not be of the same kind of material. The source of
material and blending proportions shall not be changed during the progress of the work
without written permission from the Engineer.
Note 2. The coarse aggregate shall be of gradation CA-16.
Note 3. The contractor may use any one of the types of bituminous materials as shown in the
table below. When more than one grade is shown for particular mixture, the Engineer
reserves the right to specify the grade that s hall be used.
Type of Construction Bituminous Material
Prime Coat MC-30
PEP
Bituminous Hot Mix Sand Seal Coat MC-3000
RS-1, RS-2, HFE-90, HFE-150
PG 46-28, PG 52-28, PG 58-28, PG 58-22
LR 403-2
Page 2 of 6
Equipment. The following required items of equipment shall conform to Section 1100 -Equipment:
Item Article/Section
(a) Tandem Rollers .............................................................................................1101.01 (e)(1)
(b) Three-wheel Rollers ...................................................................................... 1101.01 (e)(2)
(c) Hot Mix Plant ...........................................................................................................1102.01
(d) Spreading and Finishing Machine ...........................................................................1102.03
CONSTRUCTION REQUIREMENTS
General. The seal coat mixture shall be laid only on a base which is dry and only when weather
conditions are suitable. No mixture shall be laid when the temperature of the air in the shade is
below 10 °C (50 °F). No work shall be started if local conditions indicate rain is imminent.
Rolling shall be done with three-wheel and tandem rollers. The rollers shall weigh 7 to 11 metric
tons (8 to 12 tons).
All surfaces shall be cleaned of dirt, debris, and loose material prior to placing the bituminous
mixture.
Preparation of Base. When an existing bituminous concrete pavement is to be sealed, all excess
crack filler and bituminous patches that contain an excess of bitumen or which are unstable in hot
weather shall be removed. All bitumen shall be removed from cracks more than 38 mm (1.5
inches) wide. The Contractor shall perform this work in the most economical manner practicable
and as directed by the Engineer. All waste material placed on the shoulders during the pavement
cleaning operations shall be removed at the close of each day's work and shall be disposed of
outside the limits of the right-of-way at locations acceptable to the Engineer. This work will be paid
for in accordance with Article 109.04.
Prior to placing the seal coat mixture, all open cracks having a width of 13 mm (0.5 inch) or more,
cracks that have been cleaned and depressions of 25 mm (1 inch) or more in the existing
pavement or base, shall be completely filled with a bituminous mixture meeting the approval of the
Engineer.
The mixture shall be tamped in place with hand tools. This work shall be completed at least 24
hours prior to placing the seal coat mixture.
Preparation of Aggregate and Bituminous Materials. The bituminous material for the prime coat, if
required by the Engineer, shall be prepared according to Article 403.07 and applied according to
Articles 403.10 and 403.11.
The aggregate and bituminous materials shall be heated to the following temperatures:
A re ate Bituminous Material
Emulsified Bituminous
Mixture Not to exceed 150 °C (300 °F) 60 to 80 °C (140 to 180 °F)
Liquid Bituminous
Mixture Not to exceed 110 °C (225 °F) Not to exceed 65 °C (150 °F)
Asphalt Cement
Mixture 135 to 190 °C (275 to 375 °F) 120 to 180 °C (250 to 350 °F)
LR 403-2
Page 3 of 6
Preparation of Seal Coat Mixture. The heated aggregate and the bituminous material for the seal
coat mixture shall be measured separately and accurately by weight. The bituminous mixture shall
be made in the pug mill mixer. The bituminous material shall be added to the hot aggregate in less
than 15 seconds. The wet mixing period shall produce a homogeneous mixture in which all
particles of aggregate are coated uniformly. The total time required adding the bituminous material
and completing the wet mixing shall be greater than 30 seconds.
The ingredients shall be heated and combined in such a manner as to produce a mixture which
when discharged from the mixer should not, in general, vary more than 10 °C (20 °F) from the
temperature set by the Engineer. In all cases, the temperature shall not exceed that shown in the
table below.
Emulsified Liquid Asphalt
Bituminous Bituminous Cement
Mixture Mixture Mixture
120 °C 250 °F 110 °C 225 °F 180 °C 350 °F
The ingredients of the seal coat mixture shall be combined in such proportions as to produce a
mixture conforming to the following table:
MIXTURE COMPOSITION
Sieve % Passin ' % Residual Bitumen2
12.5 mm 1/2" 100
9.5 mm 3/8" 98 - 100
4.75 mm No. 4 75 - 90
1.18 mm No. 16 35 - 70
300 m No. 50 5 - 20
150 m No. 100 2 - 6
Residual Bitumen 4.5 - 7.5
1 -Based on percent of total aggregate weight.
2 -Based on percent of total mixture weight.
The percentage of residual bitumen will be set by the Engineer. The right is reserved by the
Engineer to make such changes in proportions during the progress of the work as deemed
necessary. The asphalt content shall not vary ± 0.5% from the bitumen content set by the
Engineer.
Transportation of Mixture. This work shall be done in accordance with Article 1030.08.
Bituminous mixture which may not be spread and compacted during daylight shall not be sent to
the work unless artificial light satisfactory to the Engineer is provided. The bituminous mixture shall
not be hauled when the w Bather or road conditions are such that the hauling operations cause
cutting up or rutting of the base, or the tracking of mud on the primed base or partially completed
work.
Placin4 of Bituminous Mixture. The seal coat mixture shall be delivered at a temperature
established by the Engineer commensurate with the mix temperature. The bituminous mixture shall
be placed true to crown and grade with a spreading and finishing machine. The bituminous mixture
may be spread and finished by approved hand methods only where machine methods are
impractical, as in the case of special areas which because of irregularity, inaccessibility, or
unavoidable obstacles do not lend themselves to mechanical placing. When the bituminous
LR 403-2
Page 4 of 6
mixture is placed in partial widths, the individual widths of the seal coat shall conform to the traffic
lanes.
Placing of the bituminous mixture shall be as continuous as possible, and shall always be away
from a transverse joint. The base or existing surface shall be kept clean, and any foreign material
shall be removed to the satisfaction of the Engineer before the seal coatis placed.
The spreading and finishing machine shall spread the bituminous mixture without tearing the
surface and shall strike a finish that is smooth, true to cross section, uniform in density and texture,
free from hollows, transverse corrugations, and other irregularities. When the machine causes
surface irregularities such as hollows or transverse corrugations, the machine shall be repaired or
adjusted not later than the end of the day's work and it shall be in good working condition before
work is resumed.
The machine shall be operated at a speed that will insure, as nearly as possible, continuous
operation. The operating speed shall meet the approval of the Engineer. If, in the opinion of the
engineer, the production of the plant exceeds the amount that can be laid satisfactorily with one
finishing machine, the production shall be decreased or two machines shall be used.
The outside edges of the seal coat shall be sloped and pressed in place by means of a self-
adjusting, constant pressure edge plate held in proper position on the finishing machine, except
where the edges are supported by a curb, gutter or similar structure. A string line shall be used as
a guide for the finishing machine in order to maintain a uniform edge alignment. If any other
method is proposed, it shall meet the approval of the Engineer before being used. The edges of
the finished seal coat shall be approximately vertical and no material shall extend beyond the limits
of the base or existing surface.
Irregularities in alignment along the outside edges and along the longitudinal joint shall be
corrected by adding or removing bituminous mixture before the edges are rolled. Excess
bituminous mixtures deposited outside the limits of the lane being laid shall be removed
immediately and disposed of as directed by the Engineer.
Comaaction of Mixtures. Immediately after the seal coat mixture is placed it shall be compacted
thoroughly and uniformly with athree-wheel roller or a tandem roller. Where initial rolling causes
undue displacement, haircracking, or checking in the seal coat, the time of rolling shall be adjusted
by the Engineer to correct these conditions.
One three-wheel roller and one tandem roller will be required on each project where the hourly
production of the plant is 68 metric tons (75 tons) or less. One three-wheel roller and two tandem
rollers will be required on each project where the hourly production of the plant is more than 68
metric tons (75 tons).
Rollers shall be operated by competent and experienced roller operators and shall be kept in
operation as continuously as possible so that all parts of the pavement will receive substantially
equal compaction at the time desired. During each 8 hour day of laying bituminous mixtures, each
roller shall be engaged in actual rolling for more than 6.5 hours, and less than 1.5 hours shall be
allowed for refueling, watering, and similar work. Delays in rolling freshly placed bituminous
mixtures will not be permitted.
Rolling of the first lane of seal coat to be placed shall start longitudinally at the edge having the
lower elevation and progress to the other edge, overlapping uniformly on successive trips by at
least one-half the width of the rear wheels. Where laying the bituminous mixture adjacent to a
previously placed lane, the first pass of the roller shall be along the longitudinal joint in such a
manner that not more than one-third the width of the rear wheel is on the freshly placed mixture;
after which the rolling shall proceed from the outside edge toward the longitudinal joint, overlapping
uniformly on successive trips by at least one-half the width of the rear wheels. Succeeding trips of
LR 403-2
Page 5 of 6
the roller shall be terminated at least 1 m (3 feet) from the preceding stop. Each stop shall be
regulated to prevent trapping of water on the rolled surface.
The roller shall not pass over an unprotected edge of the freshly laid bituminous mixture except
when lying of the course is to be discontinued for any extended length of time.
The speed of the roller at all times shall be slow enough to avoid displacement of the bituminous
mixture. If displacement occurs, it shall be corrected at once by raking and applying fresh
bituminous mixture where required. To prevent adhesion of the bituminous mixture to the roller, the
wheels shall be kept properly moistened but an excess of water will not be permitted.
Immediately after the initial rolling of the seal coat, the Contractor shall test the surface for
smoothness with a 5 m (16 foot) straight-edge to locate high and low spots so that they may be
corrected while the mixture is still workable. Rolling of the seal coat shall be continued until all
roller marks are eliminated and the bituminous mixture is satisfactorily compacted.
When required by the Engineer, the seal coat shall be rolled diagonally in two directions with a
tandem roller, the second rolling crossing the lines of the first, and if the width of the pavement
permits, it shall also be rolled at right angles to the center line.
In all places inaccessible to the rollers, such as locations adjacent to curbs, gutters, headers,
manholes, and similar structures, the required compaction shall be secured with hot tampers.
Any bituminous mixture that becomes loose, broken, mixed with foreign material, or which is
defective in finish or density, or which does not comply in all other respects with the requirements
of the specifications, shall be removed, replaced with suitable material, and finished in accordance
with these specifications.
Protection of Pavement. The Contractor shall protect all sections of newly constructed seal coat
from traffic until they have hardened to the satisfaction of the E ngineer.
Method of Measurement. Bituminous priming material will be measured for payment as specified in
Section 1032.
~ The seal coat mixture will be measured by weight in metric tons (tons). The mixture may be
measured either by weighing the mixture on platform scales approved by the Engineer or on the
I basis of plant weights. If measured on the basis of plant weights, an occasional check will be made
by weighing full truckloads of the bituminous mixture on an approved platform scale at the plant or
an approved commercial scale. When the method of measurement is by truck weight, the weight of
each load will be determined by weighing the truck each time before and after loading. If, during
the course of construction, it becomes apparent that the weighman on the mixer platform or the
weighman at the platform scale is not exercising proper care in weighing the bituminous mixture,
he will be removed at the direction of the Engineer and replaced by a competent and qualified
worker. Quantities of materials wasted or disposed of in a manner not called for in the contract will
be deducted from the final total measured quantities. The contractor shall furnish approved
duplicate load tickets upon which is recorded the net weight of the bituminous mixture in each
truck. The tickets shall have sufficient space for signatures, identification of the bituminous mixture,
date of delivery, and any other data that the Engineer may require. The Contractor shall submit
one load ticket to the Engineer at the plant after the truck is loaded and the other load ticket to the
Engineer at the work when the truck arrives.
Payment will not be made for seal coat mixture in excess of 105 % of the amount specified by the
Engineer.
Basis of Payment. Prime Coat will be paid for at the contract unit price per metric ton (ton) or per
liter (gallon) for BITUMINOUS MATERIALS (PRIME COAT)
LR 403-2
Page 6 of 6
The seal coat mixture will be paid for at the contract unit price per metric ton (ton) for
BITUMINOUS HOT MIX SAND SEAL COAT.
LR 702
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Locat Roads and Streets
SPECIAL PROVISION
FOR
CONSTRUCTION AND MAINTENANCE SIGNS
Effective: January 1, 2004
Revised: June 1, 2007
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.
701.14. Si ns. Add the following paragraph to Article 701.14:
All warning signs shall have minimum dimensions of 1200 mm 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.
Fulton County Prevailing Wage for May 2008 Page 1 of 6
Fulton County Prevailing Wage for May 2008
Trade Name RG TYP C Base FRMAN *M-F>8 OSA OSH H/W Pensn Vac Trng
ASBESTOS ABT-GEN BLD 24.690 25.440 1.5 1.5 2.0 6.300 8.030 0.000 0.700
ASBESTOS ABT-MEC BLD 25.690 26.690 1.5 1.5 2.0 5.050 2.500 0.000 0.250
BOILERMAKER BLD 30.970 33.970 2.0 2.0 2.0 8.270 7.740 0.000 0.300
BRICK MASON BLD 27.020 28.520 1.5 1.5 2.0 6.250 7.350 0.000 0.420
CARPENTER BLD 26.540 28.540 1.5 1.5 2.0 6.750 8.150 0.000 0.320
CARPENTER HWY 27.340 29.340 1.5 1.5 2.0 6.750 8.520 0.000 0.320
CEMENT MASON NW ALL 24.560 25.060 1.5 1.5 2.0 5.050 5.500 0.000 0.400
CEMENT MASON SE BLD 24.220 25.970 1.5 1.5 2.0 5.490 10.44 0.000 0.500
CEMENT MASON SE HWY 25.500 26.500 1.5 1.5 2.0 5.490 10.44 0.000 0.500
CERAMIC TILE FNSHER BLD 24.910 0.000 1.5 1.5 2.0 6.250 7.350 0.000 0.420
ELECTRIC PWR EQMT OP ALL 30.750 0.000 1.5 1.5 2.0 4.750 8.610 0.000 0.000
ELECTRIC PWR GRNDMAN ALL 21.090 0.000 1.5 1.5 2.0 4.750 5.905 0.000 0.000
ELECTRIC PWR LINEMAN ALL 34.160 36.350 1.5 1.5 2.0 4.750 9.560 0.000 0.000
ELECTRIC PWR TRK DRV ALL 22.130 0.000 1.5 1.5 2.0 4.750 6.200 0.000 0.000
ELECTRICIAN BLD 31.190 33.690 1.5 1.5 2.0 5.150 8.480 0.000 0.250
ELECTRONIC SYS TECH BLD 24.830 26.330 1.5 1.5 2.0 5.150 6.145 0.000 0.250
ELEVATOR CONSTRUCTOR BLD 35.615 40.070 2.0 2.0 2.0 8.775 6.960 2.140 0.000
GLAZIER BLD 27.020 27.770 1.5 1.5 2.0 6.400 5.750 0.000 0.500
HT/FROST INSULATOR BLD 31.240 32.240 1.5 1.5 2.0 5.300 8.860 0.000 0.450
IRON WORKER BLD 26.310 28.060 1.5 1.5 2.0 8.140 7.810 0.000 0.400
IRON WORKER HWY 28.570 30.070 1.5 1.5 2.0 8.140 7.810 0.000 0.350
LABORER BLD 24.690 25.440 1.5 1.5 2.0 6.300 8.030 0.000 0.700
LABORER HWY 26.300 27.300 1.5 1.5 2.0 6.300 8.030 0.000 0.700
LATHER BLD 26.540 28.540 1.5 1.5 2.0 6.750 8.150 0.000 0.320
MACHINERY MOVER HWY 28.570 30.070 1.5 1.5 2.0 8.140 7.810 0.000 0.350
MACHINIST BLD 38.390 40.390 2.0 2.0 2.0 4.880 6.550 2.650 0.000
MARBLE FINISHERS BLD 24.910 0.000 1.5 1.5 2.0 6.250 7.350 0.000 0.420
MARBLE MASON BLD 26.520 27.770 1.5 1.5 2.0 6.250 7.350 0.000 0.420
MILLWRIGHT BLD 27.180 29.180 1.5 1.5 2.0 6.750 7.850 0.000 0.320
MILLWRIGHT HWY 28.410 30.410 1.5 1.5 2.0 6.750 7.950 0.000 0.320
OPERATING ENGINEER BLD 1 29.420 32.420 1.5 1.5 2.0 6.450 10.00 0.000 1.100
OPERATING ENGINEER BLD 2 27.360 32.420 1.5 1.5 2.0 6.450 10.00 0.000 1.100
OPERATING ENGINEER BLD 3 25.850 32.420 1.5 1.5 2.0 6.450 10.00 0.000 1.100
OPERATING ENGINEER HWY 1 30.300 33.300 1.5 1.5 2.0 6.450 10.00 0.000 1.100
OPERATING ENGINEER HWY 2 27.790 33.300 1.5 1.5 2.0 6.450 10.00 0.000 1.100
OPERATING ENGINEER HWY 3 23.640 33.300 1.5 1.5 2.0 6.450 10.00 0.000 1.100
PAINTER ALL 29.850 31.850 1.5 1.5 1.5 6.750 6.750 0.000 0.500
PILEDRIVER BLD 27.040 29.040 1.5 1.5 2.0 6.750 8.150 0.000 0.320
PILEDRIVER HWY 28.340 30.340 1.5 1.5 2.0 6.750 8.520 0.000 0.320
PIPEFITTER BLD 32.830 36.440 1.5 1.5 2.0 6.450 8.240 0.000 0.610
PLASTERER BLD 24.490 25.740 1.5 1.5 2.0 5.490 10.24 0.000 0.500
PLUMBER BLD 29.630 32.300 1.5 1.5 2.0 6.450 9.550 0.000 0.900
ROOFER BLD 25.250 26.250 1.5 1.5 2.0 5.550 6.700 0.000 0.150
SHEETMETAL WORKER BLD 28.740 30.180 1.5 1.5 2.0 5.770 10.21 0.000 0.310
SIGN HANGER HWY 28.570 30.070 1.5 1.5 2.0 8.140 7.810 0.000 0.350
SPRINKLER FITTER BLD 35.140 37.690 1.5 1.5 2.0 7.000 6.200 0.000 0.250
STEEL ERECTOR HWY 28.570 30.070 1.5 1.5 2.0 8.140 7.810 0.000 0.350
STONE MASON BLD 27.020 28.520 1.5 1.5 2.0 6.250 7.350 0.000 0.420
TERRAZZO FINISHER BLD 24.910 0.000 1.5 1.5 2.0 6.250 7.350 0.000 0.420
TERRAZZO MASON BLD 26.520 27.770 1.5 1.5 2.0 6.250 7.350 0.000 0.420
TILE MASON BLD 26.520 27.770 1.5 1.5 2.0 6.250 7.350 0.000 0.420
TRUCK DRIVER ALL 1 27.457 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TRUCK DRIVER ALL 2 27.857 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TRUCK DRIVER ALL 3 28.057 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
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Fulton County Prevailing Wage for May 2008
Page 2 of 6
TRUCK DRIVER ALL 4 28.307 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TRUCK DRIVER ALL 5 29.057 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TRUCK DRIVER 0&C 1 21.970 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TRUCK DRIVER 0&C 2 22.290 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TRUCK DRIVER 0&C 3 22.450 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TRUCK DRIVER O&C 4 22.650 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TRUCK DRIVER 0&C 5 23.250 0.000 1.5 1.5 2.0 8.600 3.797 0.000 0.000
TUCKPOINTER BLD 27.020 28.520 1.5 1.5 2.0 6.250 7.350 0.000 0.420
Legend:
M-F>8 (Overtime is required for any hour greater than a 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
FULTON COUNTY
CEMENT MASONS (NORTHWEST) - That part of the county West of a
North-South line West of Farmington and Canton and North of an
East-West line North of Cuba.
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.
Oil and chip resealing (O&C) means the application of road oils and
liquid asphalt to coat an existing road surface, followed by
application of aggregate chips or gravel to coated surface, and
subsequent rolling of material to seal the surface.
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, MARBLE FINISHER, TERRAZZO FINISHER
Assisting, helping or supporting the tile, marble and terrazzo
mechanic by performing their historic and traditional work assignments
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Fulton County Prevailing Wage for May 2008
required to complete the proper installation of the work covered by
said crafts. The term "Ceramic" is used for naming the classification
only and is in no way a limitation of the product handled. Ceramic
takes into consideration most hard tiles.
ELECTRONIC SYSTEMS TECHNICIAN
Installation, service and maintenance of low-voltage systems which
utilizes the transmission and/or transference of voice, sound, vision,
or digital for commercial, education, security and entertainment
purposes for the following: TV monitoring and surveillance,
background/foreground music, intercom and telephone interconnect,
field programming, inventory control systems, microwave transmission,
multi-media, multiplex, radio page, school, intercom and sound burglar
alarms and low voltage master clock systems.
Excluded from this classification are energy management systems, life
safety systems, supervisory controls and data acquisition systems not
intrinsic with the above listed systems, fire alarm systems, nurse
call systems and raceways exceeding fifteen feet in length.
TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION
Class 1. Drivers on 2 axle trucks hauling less than 9 ton. Air
compressor and welding machines and brooms, including those pulled by
separate units, truck driver helpers, warehouse employees, mechanic
helpers, greasers and tiremen, pickup trucks when hauling materials,
tools, or workers to and from and on-the-job site, and fork lifts up
to 6,000 lb. capacity.
Class 2. Two or three axle trucks hauling more than 9 ton but hauling
less than 16 ton. A-frame winch trucks, hydrolift trucks, vactor
trucks or similar equipment when used for transportation purposes.
Fork lifts over 6,000 lb. capacity, winch trucks, four axle
combination units, and ticket writers.
Class 3. Two, three or four axle trucks hauling 16 ton or more.
Drivers on water pulls, articulated dump trucks, mechanics and
working forepersons, and dispatchers. Five axle or more combination
units.
Class 4. Low Boy and Oil Distributors.
Class 5. Drivers who require special protective clothing while
employed on hazardous waste work.
TRUCK DRIVER - OIL AND CHIP RESEALING ONLY.
This shall encompass laborers, workers and mechanics who drive
contractor or subcontractor owned, leased, or hired pickup, dump,
service, or oil distributor trucks. The work includes transporting
materials and equipment (including but not limited to, oils, aggregate
supplies, parts, machinery and tools) to or from the job site;.
distributing oil or liquid asphalt and aggregate; stock piling
material when in connection with the actual oil and chip contract.
The Truck Driver (Oil & Chip Resealing) wage classification does not
include supplier delivered materials.
OPERATING ENGINEERS - BUILDING
Class 1. Cranes; Overhead Cranes; Gradall; All Cherry Pickers;
Page 3 of 6
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Fulton County Prevailing Wage for May 2008
Mechanics; Central Concrete Mixing Plant Operator; Road Pavers (27E -
Dual Drum - Tri Batchers); Blacktop Plant Operators and Plant
Engineers; 3 Drum Hoist; Derricks; Hydro Cranes; Shovels; Skimmer
Scoops; Koehring Scooper; Drag Lines; Backhoe; Derrick Boats; Pile
Drivers and Skid Rigs; Clamshells; Locomotive Cranes; Dredge (all
types) Motor Patrol; Power Blades - Dumore - Elevating and similar
types; Tower Cranes (Crawler-Mobile) and Stationary; Crane-type
Backfiller; Drott Yumbo and similar types considered as Cranes;
Caisson Rigs; Dozer; Tournadozer; Work Boats; Ross Carrier;
Helicopter; Tournapulls - all and similar types; Scoops (all sizes);
Pushcats; Endloaders (all types); Asphalt Surfacing Machine; Slip Form
Paver; Rock Crusher; Heavy Equipment Greaser; CMI, CMI Belt Placer,
Auto Grade & 3 Track and similar types; Side Booms; Multiple Unit
Earth Movers; Creter Crane; Trench Machine; Pump-crete-Belt
Crete-Squeeze Cretes-Screw-type Pumps and Gypsum; Bulker & Pump -
Operator will clean; Formless Finishing Machine; Flaherty Spreader or
similar types; Screed Man on Laydown Machine; Wheel Tractors
(industrial or Farm-type w/Dozer-Hoe-Endloader or other attachments);
F.W.D. & Similar Types; Vermeer Concrete Saw.
Class 2. Dinkeys; Power Launches; PH One-pass Soil Cement Machine
(and similar types); Pugmill with Pump; Backfillers; Euclid Loader;
Forklifts; Jeeps w/Ditching Machine or other attachments; Tuneluger;
Automatic Cement and Gravel Batching Plants; Mobile Drills (Soil
Testing) and similar types; Curries and Similar Types; (1) and (2)
Drum Hoists (Buck Hoist and Similar Types); Chicago Boom; Boring
Machine & Pipe Jacking Machine; Hydro Boom; Dewatering System; Straw
Blower; Hydro Seeder; Assistant Heavy Equipment Greaser on Spread;
Tractors (Track type) without Power Unit pulling Rollers; Rollers on
Asphalt -- Brick Macadem; Concrete Breakers; Concrete Spreaders; Mule
Pulling Rollers; Center Stripper; Cement Finishing Machines & CMI
Texture & Reel Curing Machines; Cement Finishing Machine; Barber Green
or similar loaders; Vibro Tamper (All similar types) Self-propelled;
Winch or Boom Truck; Mechanical Bull Floats; Mixers over 3 Bag to
27E; Tractor pulling Power Blade or Elevating Grader; Porter Rex Rail;
Clary Screed; Truck Type Hoptoe Oilers; Fireman; Spray Machine on
Paving; Curb Machines; Truck Crane Oilers; Oil Distributor;
Truck-Mounted Saws.
Class 3. Air Compressor; Power Subgrader; Straight Tractor; Trac Air
without attachments; Herman Nelson Heater, Dravo, Warner, Silent Glo,
and similar types; Roller: Five (5) Ton and under on Earth or
Gravel; Form Grader; Crawler Crane & Skid Rig Oilers; Freight
Elevators - permanently installed; Pump; Light Plant; Generator;
Conveyor (1) or (2) - Operator will clean; Welding Machine; Mixer (3)
Bag and Under (Standard Capacity with skip); Bulk Cement Plant; Oiler
on Central Concrete Mixing Plant.
OPERATING ENGINEERS - HEAVY AND HIGHWAY CONSTRUCTION
Class 1. Cranes; Hydro Crane; Shovels; Crane Type Backfiller; Tower
Cranes - Mobile & Crawler & Stationary; Derricks & Hoists (3 Drum);
Draglines; Drott Yumbo & similar types considered as Cranes; Back
Hoe; Derrick Boats; Pile Driver and Skid Rigs; Clam Shell; Locomotive
- Cranes; Road Pavers - Single Drum - Dual Drum - Tri Batcher; Motor
Patrols & Power Blades - Dumore - Elevating & Similar Types;
Mechanics; Central Concrete Mixing Plant Operator; Asphalt Batch Plant
Operators and Plant Engineers; Gradall; Caisson Rigs; Skimmer Scoop
- Koering Scooper; Dredges (all types); Hoptoe; All Cherry Pickers;
Work Boat; Ross Carrier; Helicopter; Dozer; Tournadozer; Tournapulls -
Page 4 of 6
http://www.state.il.us/agency/idol/rates/ODDMO/FULTON99.htm 5/14/2008
Fulton County Prevailing Wage for May 2008
all and similar types; Multiple Unit Earth Movers; Scoops (all
sizes); Pushcats; Endloaders (all types); Asphalt Surfacing Machine;
Slip Form Paver; Rock Crusher; Heavy Equipment Greaser (top greaser on
spread); CMI, Auto Grade, CMI Belt Placer & 3 Track and similar
types; Side Booms; Starting Engineer on Pipeline; Asphalt Heater &
Planer Combination (used to plane streets); Wheel Tractors (with
dozer, hoe or endloader attachments); F.W.D. and Similar types; Blaw
Knox Spreader and Similar types; Trench Machines; Pump Crete - Belt
Crete - Squeeze Crete - screw type pumps and gypsum (operator will
clean); Formless Finishing Machines; Flaherty Spreader or similar
types; Screed Man on Laydown Machine; Vermeer Concrete Saw.
Class 2. Bulker & Pump; Power Launches; Boring Machine & Pipe Jacking
Machine; Dinkeys; P-H One Pass Soil Cement Machines and similar
types; Wheel Tractors (Industry or farm type - other); Back Fillers;
Euclid Loader; Fork Lifts; Jeep w/Ditching Machine or other
attachments; Tunneluger; Automatic Cement & Gravel Batching Plants;
Mobile Drills - Soil Testing and similar types; Pugmill with pump; All
(1) and (2) Drum Hoists; Dewatering System; Straw Blower;
Hydro-Seeder; Boring Machine; Hydro-Boom; Bump Grinders
(self-propelled); Assistant Heavy Equipment Greaser; Apsco Spreader;
Tractors (track-type) without Power Units Pulling Rollers on Asphalt
- Brick or Macadam; Concrete Breakers; Concrete Spreaders; Cement
Strippers; Cement Finishing Machines & CMI Texture & Reel Curing
Machines; Vibro-Tampers (all similar types self-propelled);
Mechanical Bull Floats; Self-propelled Concrete Saws; Mixers-over
three (3) bags to 27E; Winch and Boom Trucks; Tractor Pulling Power
Blade or Elevating Grader; Porter Rex Rail; Clary Screed; Mule
Pulling Rollers; Pugmill without Pump; Barber Greene or similar
Loaders; Track Type Tractor w/Power Unit attached (minimum); Fireman;
Spray Machine on Paving; Curb Machines; Paved Ditch Machine; Power
Broom; Self-Propelled Conveyors; Power Subgrader; Oil Distributor;
Straight Tractor; Truck Crane Oiler; Truck Type Oilers; Directional
boring machine; Horizontal directional drill.
Class 3. Straight framed articulating end dump vehicle and Truck
mounted vac unit (separately powered); Trac Air Machine (without
attachments); Herman Nelson Heater, Dravo Warner, Silent Glo & similar
types; Rollers - five ton and under on earth and gravel; Form
Graders; Pumps; Light Plant; Generator; Air Compressor (1) or (2);
Conveyor; Welding Machine; Mixer - 3 bags and under; Bulk Cement
Plant; Oilers.
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
Page 5 of 6
http://www.state.il.us/agency/idol/rates/ODDMO/FULTON99.htm 5/14/2008
Fulton County Prevailing Wage for May 2008
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.
Page 6 of 6
http://www.state.il.us/agency/idol/rates/ODDMO/FULTON99.htm 5/14/2008
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RETURN WITH BID
Route
County
Local Agency
Section
Time and Place of Opening of Bids
Notice to Bidders
Various
Fulton
City of Canton
08-00000-00-GM
Sealed proposals for the improvement described below will be received at the office of City Clerk; City of Canton;
2 North_Main Street; Canton, IL 61520
(address)
until o'clock _ M., Proposals will be opened and read publicly
(date)
at o'clock _ M., at the office of the City Clerk; City of Canton
(date)
(address)
Description of Work
Name City of Canton 2008 Contract Maintenance Length 6846.00 feet ( 1.30 miles)
Location Various City Streets
Proposed Improvement HMA Surface Removal - Butt Jt. or 1 1/2"; Bit.Mat'Is Prime Coat; Area Reflect. Cr. Cont.
Treat., Sys A; Hot-Mix Asphalt Surface Course, Mix D, N50 or Bituminous Hot Mix Sand Seal Coat (Modified)
Bidders Instructions
1. Plans and proposal forms will be available in the office of Maurer-Stutz, Inc.; 1670 E. Ash St.; Canton, IL 61520
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 f. BLR 12230 -Proposal Bid Bond (if applicable)
b. BLR 12220 -Notice to Bidders g. BLR 12325 -Apprenticeship or Training Program
c. BLR 12221 -Contract Proposal Certification (do not use for federally
d. BLR 12222 -Contract Schedule of Prices funded projects)
e. BLR 12223 -Signatures
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.
Printed 5/29/2008 Page 1 of 2 BLR 12220 (Rev. 01/09/08)
~~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.
9. 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.
City of Canton
By Order of
(Awarding Authority)
-.
,City Clerk
County ngineer/Co Superintendent of Highways/Municipal Clerk
Note: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent
loss when bids are processed.
Page 2 of 2 BLR 12220 (Rev. 01/09/08)
Printed 5/29/2008
o~
Apprenticeship or Training
Program Certification
Route VarIO~S
Return with Bid County ~„Itnn
Local Agency City of C:antnn _
Section _ nR_nnnnn-nn-~ti~
All contractors are required to complete the following certification:
® For this contract proposal or for all groups in this deliver and install proposal.
^ For the following deliver and install groups in this material proposal:
Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code,
requires this contract to be awarded to the lowest responsive and responsible bidder. The award decision is subject to
approval by the Department. In addition to all other responsibility factors, this contract or deliver and install proposal
requires all bidders and all bidders' subcontractors to disclose participation in apprenticeship or training programs that are
(1) approved by and registered with the United States Department of Labor's Bureau of Apprenticeship and Training, and
(2) applicable to the work of the above indicated proposals or groups. Therefore, all bidders are required to complete the
following certification:
Except as provided in paragraph IV below, the undersigned bidder certifies that it is a participant, either as an
individual or as part of a group program, in an approved apprenticeship or training program applicable to each type
of work or craft that the bidder will perform with its own employees.
II. The undersigned bidder further certifies for work to 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
or training program; or (B) will, prior to commencement of performance of work pursuant to this contract, establish
participation in an approved apprenticeship or training program applicable to the work of the subcontract.
III. The undersigned bidder, by inclusion in the list in the space below, certifies the official name of each 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 employees. Types of work or craft 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 for which there is no applicable apprenticeship or training program available.
Printed 5/14/2008 Page 1 of 2 BLR 12325 (Rev. 4/07)
IV. Except for any work identified above, any bidder or subcontractor that shall perform all or part of the work of the
contract or deliver and install proposal solely by individual owners, partners or members and not by employees to
whom the payment of prevailing rates of wages would be required, check the following box, and identify the
owner/operator workforce and positions of ownership. ^
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. 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. 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. In order to fulfill the participation requirement, it shall not be necessary that any
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 or deliver and install proposal.
Bidder:
Address:
By:
Title:
(Signature)
Printed 5/14/2008 Page 2 of 2 BLR 12325 (Rev. 4/07)
o~
RETURN WITH BID
1. Proposal of
for the improvement of the above section by the construction of
Proposal
Route Various
County Fulton
Local Agency Citv of Canton
Section 08-00000-00-GM
HMA Surface Removal -Butt Jt. or 1 1/2"; Bit.Mat'Is
Prime Coat; Area Reflect. Cr. Cont. Treat., Sys A; Hot-Mix Asphalt Surface Course, Mix D, N50 or
Bituminous Hot Mix Sand Seal Coat (Modified)
a total distance of 6846.00
distance of 6846.00 feet,( 1.300
miles) are to be improved.
feet, of which a
2. The plans for the proposed work are those prepared by Maurer-Stutz, Inc..; 1670 E. Ash Street; Canton, IL
61520 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 "Supplemen#al 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 08/15/2008
unless additional time is granted in accordance with the specifications.
6. 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 Canton
the amount of the check is
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. 7105)
Printed on 5/14/2008 4:11:21 PM
o
Schedule of Prices
Route Various
County Fulton
Local Agency City of Canton
Section 08-00000-00-GM
RETURN WITH BID
(For complete information covering these items, see plans and specifications)
Item No. Items Unit Quantity Unit Total
Price
1 & 2 Bituminous Materials Prime Coat Gal 1,416
1 Bituminous Hot Mix Sand Seal Coat Mod Ton 1,194
1 Hot Mix As halt Surface Removal -Butt Joint SY 3,003
2 Hot-Mix As halt Surface Course, Mix D, N50 Ton 200
2 Hot Mix As halt Surface Removal - 1-1/2" SY 2,146
2 Area Reflective Crack Control Treat - Sys A SY 2,146
Carried forward from Pa e
Pa a Total To be carried forward to Pa e 2
Page 1 of 2 BLR 12222 (Rev. 7/05)
Printed on 5/14/2008 4:16:43 PM
o
RETURN WITH BID
Schedule of Prices
Route Various
County Fulton
Local Agency City of Canton
Section 08-OOOOO-M-C;M
(For complete information covering these items, see plans and specifications)
INo ~ Items Unit Quantity Unit Total
Price
Carried forward from page 1
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 Multi le Bids
Combina- Sections Included in Combination Total
lion Letter
Page 2 of 2 BLR 12222 (Rev. 4/05)
Printed on 5/14/2008 4:16:43 PM
of Transportation
o~~~
RETURN WITH BID
(If an individual)
Signatures
Route Various
County Fulton
Local Agency City of Canton
Section 08-00000-00-GM
Signature of Bidder
Business Address
(If a partnership)
Firm Name
Signed By
Business Address
Insert
Names and
Addresses of
All Partners
(If a corporation)
Corporate Name
Signed By
President
Business Address
President
Insert
Names of Secretary
Officers
Treasurer
Attest:
Secretary
Page 1 of 1 BLR 12223 (Rev. 7/05)
Printed on 5/14/2008 4:17:36 PM
~~h~'1o1S Department Local Agency
of Transportation Proposal Bid Bond
Route Various
County Fulton
RETURN WITH BID Local Agency City of Canton
Section 08-00000-00-GM
PAPER BID BOND
WE
as PRINCIPAL,
and
as SURETY,
are held jointly, severally and firmly bound unto the above Logl Agency (hereafter referred to as "LA") in the penal sum of 5% of the total bid price, or for
the amount specified in the proposal documents in effect on the date of invitation for bids whichever is the lesser sum. We bind ourselves, our heirs,
executors, administrators, successors, and assigns, jointly 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 is submitting a written proposal to the LA acting
through 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 and the PRINCIPAL
shall within fifteen (15) days after award enter into a formal contract, fumish surety guaranteeing the faithful performance of the work, and furnish evidence
of the required insurance coverage, all as provided in the "Standard Specifications for Road and Bridge Construction" and applicable Supplemental
Specifications, then this obligation shall become void; otherwise it shall remain in full force and effect.
IN THE EVENT the LA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any requirements set forth in the
preceding paragraph, then the LA acting through its awarding authority shall immediately be entitled to recover the full penal sum set out above, together
with all court costs, aM attorney fees, and any other expense of recovery.
IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their
respective officers this day of
Principal
(Company Name) (Company Name)
By:
By:
(Signature and Title) (Signature and Title)
(If PRINCIPLE is a joint venture of two or more contractors, the company names, and authorized signatures of each contractor must be affixed.)
Surety
By:
(Name of Surety) (Signature of Attorney-in-Fact)
STATE OF ILLINOIS,
COUNTY OF
I~ , a Notary Public in and for said county,
do hereby certify that
( Insert names of individuals signing on behalf of PRINCIPAL 8 SURETY)
who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and
SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instruments as their free and
voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this day of
My commission expires
(Notary Public)
ELECTRONIC BID BOND
^ Electronic bid bond is allowed (box must be checked by LA if electronic bid bond is allowed)
The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing
an electronic bid bond ID code and signing below, the Principal is ensuring the identified electronic bid bond has been executed and
the Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint
venture of two or more contractors, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each
contractor in the venture.)
Electronic Bid Bond ID Code (Company/Bidder Name)
(Signature and Title)
Page 1 of 1
Printed on 5/14/2008 4:17:55 PM
Date
BLR 12230 (Rev. 7/05
CANTON 2008 MAINTENANCE PROGRAM
TYPICAL SECTION
OPERATION NO. 1
BITUMINOUS HOT MIX SAND SEAL COAT [MODIFIEDI
WIDTH E-E
1/2" MAX
PROPOSED BITUMINOUS HOT
MIX SAND SEAL COAT (MOD.)
1-1 /8" AVG.
MATCH EXISTING SLOPE
TYPICAL SECTION CURB b GUTTER STREETS RESURFACED EDGE TO EDGE OF PAVEMENT
LOCATION NO. WIDTH
D
w
ELM STREET 44'
IRIS COURT 30'
MAIN STREET 32'
OAK STREET 30'
SPRUCE STREET 30'
1 1 TH AVE. (ELM TO CHESNUT) 30'
CANTON 2008 MAINTENANCE PROGRAM
TYPICAL SECTION
OPERATION NO. 1
BITUMINOUS HOT MIX SAND SEAL COAT IMODIFIEDI
WIDTH E-E
:, .
MATCH EXISTING SLOPE
PROPOSED BITUMINOUS HOT
MIX SAND SEAL COAT (MOD.)
1-1 /8" AVG.
TYPICAL SECTION NON-CURBED STREETS RESURFACED EDGE TO EDGE OF PAVEMENT
LOCATION NO WIDTH.
FRENCH COURT ~8'
AVENUE D 2g'
P
RIPPLE COURT 24'
J PINE STREET 24'
s
L rrrAEA. snn, iN~~(,.
„ nwrrur +roKroM vM (~~ s~ii-e/ss'
FAX JOD
0
a
0
;;
CANTON 2008 MAINTENANCE PROGRAM
TYPICAL SECTION
OPERATION N0. 2
HOT MIX ASPHALT SURFACE COURSE, MIXTURE D, N50
WIDTH E-E
PROPOSED HOT-MIX ~
ASPHALT SURFACE COURSE,
MIX D, N50 1-1 /2"
PROPOSED AREA REFLECTIVE
CRACK CONTROL TREATMENT,
SYSTEM A
MATCH EXISTING SLOPE
PROPOSED HOT MIX
ASPHALT SURFACE
REMOVAL, 1 Y2"
TYPICAL SECTION CURB d~ GUTTER STREETS RESURFACED
EDGE TO EDGE OR PORTION OF PAVEMENT
LOCATION N0.
1 1 TH AVE. (CHESNUT TO ALLEY)
MYRTLE STREET
0
0
0
0
U
0
_r
U
O
O
m
O
WIDTH
14'
26'
CANTON 2008 MAINTENANCE PROGRAM
TYPICAL SECTION
OPERATION N0. 2
HOT MIX ASPHALT SURFACE COURSE, MIXTURE D, N50
WIDTH E-E
PROPOSED HOT-MIX -~
ASPHALT SURFACE COURSE,
MIX D, N50 1-1/2"
PROPOSED AREA REFLECTIVE
CRACK CONTROL TREATMENT,
SYSTEM A
MATCH EXISTING SLOPE
PROPOSED HOT MIX
ASPHALT SURFACE
REMOVAL, 1 Y2"
TYPICAL SECTION NON-CURBED STREETS RESURFACED EDGE TO EDGE OF PAVEMENT
LOCATION NO.
WALNUT STREET
WIDTH
25'
CANTON 2008 MAINTENANCE PROGRAM
DETAILS
EXISTING HOT-MIX ASPHALT PAVEMENT
STREETS ~ _30' (1:320 TAPER)
SAW CUT, TYP.
BIT. HOT-MIX SAND SEAL COAT
TAPERED COLD MILLING ~ ~ ~1 -1 ~8"
TYPICAL BUTT JOINT
(N.T.S.)
c
c
c
n
c