HomeMy WebLinkAbout23-74 Resolution No. 23-74
RESOLUTION
AUTHORIZING EXECUTION OF A STATE OF ILLINOIS, ILLINOIS COMMERCE
COMMISSION STIPULATED AGREEMENT 2264 WITH THE STATE OF ILLINOIS
ACTING BY AND THROUGH THE ILLINOIS COMMERCE COMMISSION FOR
IMPROVEMENT OF THE HIGHWAY-RAIL GRADE CROSSING OF THE DAKOTA,
MINNESOTA& EASTERN RAILROAD AT HIGHLAND AVENUE
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS,
that Richard G. Kozal, City Manager, and Kimberly A. Dewis, City Clerk, be and are hereby
authorized and directed to execute a State of Illinois, Illinois Commerce Commission Stipulated
Agreement 2264 on behalf of the City of Elgin with the State of Illinois acting by and through the
Illinois Commerce Commission, for improvement of the highway-rail grade crossing of the
Dakota,Minnesota& Eastern railroad at Highland Avenue, a copy of which is attached hereto and
made a part hereof by reference.
s/David J. Kaptain
David J. Kaptain, Mayor
Presented: April 26, 2023
Adopted: April 26, 2023
Omnibus Vote: Yeas: 9 Nays: 0
Attest:
s/Kimberly Dewis
Kimberly Dewis, City Clerk
STATE OF ILLINOIS
ILLINOIS COMMERCE COMMISSION
STIPULATED AGREEMENT 2264
This Agreement made and entered into, by and between the State of Illinois acting by and
through the Illinois Commerce Commission (Commission), the Dakota, Minnesota &
Eastern Railroad (Company or DME), Byron Township Road District (Township), the City of
Elgin (City), and the State of Illinois, Department of Transportation (Department or IDOT).
WITNESSETH:
WHEREAS, it has come to the attention of the Commission through application for
assistance from the Grade Crossing Protection Fund that inquiry should be made into the
matter of improving public safety by replacing the surfaces at the following highway-rail
grade crossings of the Company's track: N. Mill Road (AAR/DOT #372358X, railroad
milepost 91.09-C) near Byron, Byron Township, Ogle County, Illinois, and Highland Avenue
(AAR/DOT #372253J, railroad milepost 42.94-C) in Elgin, Kane County, Illinois,
respectively; and
WHEREAS, proper investigation has been made of the circumstances surrounding the
proposed improvement at the subject crossing by a representative of the Commission's
Transportation Bureau Railroad Section; and
WHEREAS, the physical aspects, including train movements, vehicular traffic volume and
other pertinent data relating to the crossing have been obtained and shown on Exhibit A —
Crossing Surface Renewal, attached to this Agreement; and
WHEREAS, the parties are mutually agreeable to accomplish the proposed improvement to
the crossing upon determination of the Commission by Order.
NOW, THEREFORE in consideration of the premises and of the mutual covenants and
agreements as hereinafter contained the parties pray that the Commission enter an Order
according to the provisions of Section 18c-7401 of the Illinois Commercial Transportation
Law, 625 ILCS 5/18(c)-7401, requiring that a certain improvement as hereinafter stated be
made and that the cost for the proposed improvement be divided among the parties
according to law and that in the interest of the traveling public the Grade Crossing Protection
Fund (GCPF) of the Motor Fuel Tax Law (MFT) be required to bear a substantial portion of
the cost; To Wit the parties agree as follows:
Section 1 All improvements encompassed by this Agreement shall be made in
accordance with all applicable State laws, rules, standards, regulations and orders and
procedures in general.
Section 2 The parties are of the opinion that the following improvement in the interest of
public safety at the aforesaid crossing should be:
SA 2264
N. Mill Road
(AAR/DOT#372358X
a) Install a new full depth concrete crossing surface with hot mix bituminous approach
transitions, by the Company.
Highland Avenue
(AAR/DOT #372253J)
b) Install a new full depth concrete crossing surface with hot mix bituminous approach
transitions, by the Company.
[Note: The crossing surface improvements shall be constructed in accordance with the
minimum requirements of 92 III. Adm. Code 1535.203 and 1535.207(Exhibit C). See Section
7 "Special Provisions" for specifications pertaining to hot-mix approach transitions.]
Section 3 The Company has prepared preliminary cost estimates for renewal of the
surfaces at the subject crossings, which may be required by Commission Order. The
estimate is attached and incorporated herein by reference as Exhibits B1 and B2.
The Company shall upon the issuance of a Commission Order, according to the
requirements contained therein, prepare and schedule for renewal of the surfaces at the
crossings subject to this Agreement.
The Company shall upon Order, according to the requirements contained therein, prepare
and submit a copy of a detailed traffic detour plan and proposed project schedule to the
Township and the City for approval. Submission of the detour plan and project schedule
information shall be no later than sixty (60) calendar days prior to the scheduled date for the
commencement of construction activities.
The Township and the City shall each provide notice (via phone, electronic mail, standard
mail, or fax) to the Commission within fifteen (15) calendar days after receipt of the
Company's traffic detour plan and proposed project schedule. The notice shall indicate
roadway authority approval or disapproval of the traffic detour plan and project schedule for
the proposed improvement.
Section 4 The Company shall upon Order, according to the requirements contained
therein, proceed toward renewal of the surfaces at the crossings subject of this Agreement,
accomplishing the work with its own forces or appropriate contracted services and agrees
that an appropriate time for the completion of the proposed improvements should be no later
than nine (9) months from the date of a Commission Order approving this Agreement.
Section 5 The parties agree that an equitable division of cost for the proposed
improvement is as follows:
2
SA 2264
-COST DIVISION TABLE—
IMPROVEMENT EST. COST GCPF COMPANY TOWNSHIP CITY IDOT
N. Mill Rd.
Materials, asphalt,
traffic control to Install
New Full Depth
Concrete Crossing (100%) (0%) (0%) (0%) (0%)
Surface $72,802 $72,8021 $0 $0 $0 $0
Labor to Install New (0%) 100% (0%) (0%) (0%)
Crossing Surface $43,125 $0 $43,1252 $0 $0 $0
Highland Ave.
Materials, asphalt,
traffic control to Install
New Full Depth
Concrete Crossing (100%) (0%) (0%) (0%) (0%)
Surface $81,317 $81,3171 $0 $0 $0 $0
Labor to Install New (0%) 100% (0%) (0%) (0%)
Crossing Surface $43,125 $0 $43,1252 $0 $0 $0
TOTALS $240,369 $154,1191 $86,2502 1 $0 $0 1 $0
Notes:
1. Total GCPF assistance for materials, contract paving and traffic control costs for surface renewals at the
subject crossings not to exceed $154,119, any such costs above the estimated amount of$154,119 will
be paid by the GCPF upon submittal and review of evidence to support the additional cost and subject to
approval by the Commission.
2. Company responsible for all labor, equipment, and disposal costs associated with installation of the new
surfaces at the subject crossings, Company responsible for all future maintenance costs associated with
the new crossing surfaces.
Section 6 The Township and City are not required to pay any portion of the cost for the
proposed improvements.
Section 7 Special Provisions: If the surface renewals or related work at the subject
crossings will be performed, in full or in part, by a contractor, railroad flagging and/or
contractor liability insurance will be required for the work.
Full depth concrete crossing surface construction, or an approved alternative, shall be
used. Ten foot (10') ties will be required. The crossing surfaces shall be constructed in
accordance with the minimum requirements of 92 III. Adm. Code 1535.203 and 1535.207
(Exhibit C).
The hot-mix bituminous roadway approach transitions shall be placed by a qualified asphalt
paving contractor using accepted roadway paving practices and equipment for producing a
smooth and durable asphalt pavement. The hot-mix bituminous material shall be produced
by an IDOT approved plant and shall utilize a current IDOT approved surface mix design for
the roadway wearing surface. Where multiple paving layers are placed due to a significant
track raise, binder mix produced by an IDOT approved plant and utilizing a current IDOT
approved mix design may be used for the lower layer(s), if desired. Each paving layer shall
be compacted with a self-propelled roller with a minimum of 3 passes.
The Company shall review the Project Manager Information portion of the Project Status
Report sheet, attached as Exhibit D. Any revisions to the Project Status Report shall be
submitted along with this executed Agreement.
3
SA 2264
All signage shall conform to the requirements and specifications of 92 III. Adm. Code 1535
and the Manual on Uniform Traffic Control Devices (MUTCD).
The Company shall, at three (3) month intervals from the date of the Commission Order
approving this Agreement, or any Supplemental Order(s) issued for the project, submit to
the Director of Processing and Information, Transportation Bureau of the Commission, a
Project Status Report, attached as Exhibit D, regarding the progress it has made toward
completion of the work required by this Agreement. Each Project Status Report shall include
the Commission Order's docket number, the Order date, the project completion date as
noted in the Order, crossing information (inventory number and railroad milepost), type of
improvement, and the name, title, mailing address, phone number, facsimile number, and
electronic mailing address of the Company Project Manager.
All bills for work specified in Section 2 of this Agreement authorized for reimbursement from
the GCPF shall be submitted to the Fiscal Control Unit, Bureau of Local Roads and Streets,
Illinois Department of Transportation, 2300 S. Dirksen Parkway, Room 205, Springfield, IL
62764 (See Exhibit 1, page 2). All bills shall meet the minimum documentation requirements
set forth in Section 8 of this Agreement. All bills will be paid in accordance with the State
Prompt Payment Act as currently enacted (Illinois Compiled Statutes, 30 ILCS 540/)
The Department shall send a copy of all invoices to the Director of Processing and
Information, Transportation Bureau of the Commission. All bills shall be submitted no later
than twelve (12) months from the completion date specified in the Commission Order
approving this Agreement or any Supplemental Order(s) issued for this project. The final
invoice for expenditures from each party shall be clearly marked "Final Invoice". The
Department shall not obligate any assistance from the GCPF for the cost of proposed
improvement described in this Agreement without prior approval by the Commission. The
Commission shall, at the end of the 12'h month from the completion date specified in the
Commission Order approving this Agreement, or any Supplemental Order(s) issued for this
project, conduct a review to determine if any unused assistance from the GCPF should be
de-obligated. Upon completion of the review, the Commission shall notify the Department
to de-obligate all residual funds accountable for installation costs for this project. Notification
may be by regular mail, electronic mail, fax, or phone.
Section 8 Billing: For all work specified in Section 2 of this Agreement, and authorized
by an Order of the Commission, the Company shall assure that sufficient documentation for
all bills is made available to the Department or the Department's representative. The
minimum documentation that must be made available is outlined as follows:
4
SA 2264
a) Material - An itemized list of all materials purchased and installed at the
crossing location. If materials purchased are installed at multiple crossing
locations, a notation must be made to identify the crossing location.
b) Service Dates - Invoice shall include the beginning and ending date of the
work accomplished for the invoice.
c) Final or Progressive - Each invoice shall be marked as a Progressive or a
Final Invoice, as applicable.
d) Reference Numbers - Each invoice shall include the AAR/DOT number,
the ICC Order number and the state job number when federal funds are
involved.
e) Locations - Each invoice shall show the location, with the street name and
AAR/DOT crossing inventory number.
Section 9 This Agreement shall be binding upon the parties hereto, their successors or
assigns. Upon execution of this Agreement by all parties, the Commission shall enter an
appropriate Order, within 60 days accepting or rejecting such stipulation according to the
provisions contained herein.
In Witness Whereof, the parties have caused this Agreement to be executed by their duly
authorized officers, as of the dates indicated on their respective Execution Pages, attached
hereto.
Executed by the Commission this 27th day of February 2023.
Brian Vercruysse
Rail Safety Program Administrator
5
Illinois Commerce Commission Stipulated Agreement 2264, executed by
Commission Staff on February 27, 2023, concerning surface renewals at the
following highway-rail grade crossings of the Dakota, Minnesota & Eastern Railroad's
track: N. Mill Road (AAR/DOT #372358X, railroad milepost 91.09-C) near Byron,
Byron Township, Ogle County, Illinois, and Highland Avenue (AAR/DOT #372253J,
railroad milepost 42.94-C) in Elgin, Kane County, Illinois, respectively.
Executed by The Dakota, Minnesota & Eastern Railroad this day of
2023.
THE DAKOTA, MINNESOTA & EASTERN RAILROAD
By:
Illinois Commerce Commission Stipulated Agreement 2264, executed by
Commission Staff on February 27, 2023, concerning surface renewals at the
following highway-rail grade crossings of the Dakota, Minnesota & Eastern Railroad's
track: N. Mill Road (AAR/DOT #372358X, railroad milepost 91.09-C) near Byron,
Byron Township, Ogle County, Illinois, and Highland Avenue (AAR/DOT #372253J,
railroad milepost 42.94-C) in Elgin, Kane County, Illinois, respectively.
Executed by Byron Township Road District this day of
2023.
BYRON TOWNSHIP ROAD DISTRICT
By:
Illinois Commerce Commission Stipulated Agreement 2264, executed by
Commission Staff on February 27, 2023, concerning surface renewals at the
following highway-rail grade crossings of the Dakota, Minnesota & Eastern Railroad's
track: N. Mill Road (AAR/DOT #372358X, railroad milepost 91.09-C) near Byron,
Byron Township, Ogle County, Illinois, and Highland Avenue (AAR/DOT #372253J,
railroad milepost 42.94-C) in Elgin, Kane County, Illinois, respectively.
Executed by the City of Elgin this 26th day of April 2023.
CITY OF ELGIN
6y:
Richard G. Kozal, City Manager
ATTE :
ity Clerk
Illinois Commerce Commission Stipulated Agreement 2264, executed by
Commission Staff on February 27, 2023, concerning surface renewals at the
following highway-rail grade crossings of the Dakota, Minnesota & Eastern Railroad's
track: N. Mill Road (AAR/DOT #372358X, railroad milepost 91.09-C) near Byron,
Byron Township, Ogle County, Illinois, and Highland Avenue (AAR/DOT#372253J,
railroad milepost 42.94-C) in Elgin, Kane County, Illinois, respectively.
Executed by the Illinois Department of Transportation this day of
2023.
STATE OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
By:
Cynthia L. Walters, P.E.
Bureau Chief of Safety
Programs and Engineering
ILLINOIS COMMERCE COMMISSION
STIPULATED AGREEMENT 2264
CROSSING DATA FORM
GENERAL INFORMATION:
RAILROAD Dakota, Minnesota & Eastern Railroad
USDOT#, MILEPOST 372358X, railroad milepost 91.09-C
STREET, CITY, COUNTY N. Mill Lane, near Byron, Byron Township, Ogle County
JURISDICTION (RDWY) Byron Township Road District
LOCATION Rural
STREET SURFACE 2 Lanes; Hot-Mix Asphalt (N/S)
CROSSING DATA:
TRACK SURFACE TYPE SURFACE WIDTH SURFACE
CONDITION
(ENV) Full-Depth Timber 24' Fair
ROADWAY DATA:
INTERSECTING ROADS: Private Entrances < 500' North
TRAFFIC CONTROL None
DT 525 Vehicles Per Day
TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency
Response
ADVANCE WARNING No
PAVEMENT MARKING Yes
RAILROAD DATA:
FREIGHT TRAFFIC 5 trains per day @ 40 MPH
PASSENGER TRAFFIC None
WARNING DEVICES AFLS
OTHER
NOTES: See Page Two for Location Sketch
SA 2264 Exh. A1, Page 1
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TR Crossing#: 372358X
h
0 50' 25' 25' 25' 25' 50' Location: Ogle Co.,City of Byron(N)
0 99.7 99.7 99.9 100.1 99.8 99.3 Lat/Long: 4260T59' / I3 752'
100.0 s. Railroad: I&M
ROAD PROFILE Mill Road
Street:
^� SCALE IN FEET Railroad Milepost: 91.09
�3 Photo Location
50 0 50 Crossing Protection: Train Activated Devices
SA 2264 Exh. Al, Page 2
ILLINOIS COMMERCE COMMISSION
STIPULATED AGREEMENT 2264
CROSSING DATA FORM
GENERAL INFORMATION:
RAILROAD Dakota, Minnesota & Eastern Railroad
USDOT#, MILEPOST 372253J, railroad milepost 42.94-C
STREET, CITY, COUNTY Highland Avenue, Elgin, Kane County
JURISDICTION (RDWY) City of Elgin
LOCATION Urban
STREET SURFACE 2 Lanes; Hot-Mix Asphalt (N/S)
CROSSING DATA:
TRACK SURFACE TYPE SURFACE WIDTH SURFACE
CONDITION
(ENV) Full-Depth Concrete 56' Fair
ROADWAY DATA:
INTERSECTING ROADS: Private Entrances < 500' North
TRAFFIC CONTROL None
DT 1750 Vehicles Per Day
TRAFFIC TYPE Passenger, School Busses, Hazardous Materials, and Emergency
Response
ADVANCE WARNING No
PAVEMENT MARKING Yes
RAILROAD DATA:
FREIGHT TRAFFIC 5 trains per day @ 40 MPH
PASSENGER TRAFFIC None
WARNING DEVICES AFLSG
OTHER
NOTES: See Page Two for Location Sketch
SA 2264 Exh. A2, Page 1
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TR Crossing#: 372=
g NY 25' 25' 25' 25' 50 Kane Co.,C1 of Elgin Near
� Location: _—_ _ h' �L
0 100.1 100.1 100.0 100.1 100.0 99.7 Lat/Long: 42°03'43" 188023'08'
o N 100.0 S Soo
h Railroad:
ROAD PROFILE
Street:— Highland Avenue
SCALE IN FEET Railroad Milepost: 94
30 Photo Location
50 0 50 Crossing Protection: Train Activated Devices
SA 2264 Exh. A2, Page 2
Road Crossing Renewal Estimate:Byron,IL 372358X Chicago Sub 92.09 2023
This Cost Estimate UNIT COST is in USD$
CP BUDGET RESPONSIBLE: B Wold DIRECTOR
CP EXECUTING RESPONSIBLE: T Billmeyer ROADMASTER
ROAD WIDTH: 40 LIN FT
CONCRETE REQUIRED: 36 LIN FT
TRACK PANEL LENGTH: 80 LIN FT
S&C REQUIRED:Y Y/N
CROSSING RAIL WEIGHT: 1361 LBS(115 or 136)
BOARD ORDER:
COST APPORTIONMENT: 100%CP
0%1 ROAD AUTHORITY NAME
LABOUR
HOURS/DAY DAYS CREW SIZE DESCRIPTION UNIT COST TOTALCOST
10.00 4 8 Utility Crew $ 58.00 $ 18,560.00
10.00 1 3 Surfacing Labour $ 58.00 $ 1,740.00
10.00 2 1 S&C Labour $ 58.00 $ 1,160.00
10.00 2 2 Welding $ 58.00 $ 2,320.00
LABOUR TOTAL COST 23,780.00
MATERIAL
MATERIAL TO BE DELIVERED TO:
GROUPING MATERIAL QUANTITY UNIT DESCRIPTION UNIT COST(USD) TOTALCOST
Aggregate 007200000 TON AGGREGATE,EPA $ 4.62 $ -
Aggregate Total $ 4.62 $
Anchors 002100504 EA ANCHOR,RAIL,100',IMP.FAIR,20/BAG $ 1.76 $ -
Anchors 002100506 EA ANCHOR,RAIL,100',IMP.FAIR,BULK $ 1.60 $ -
Anchors 002101010 EA ANCHOR,RAIL,115',IMP.FAIR,BULK $ 2.43 $ -
Anchors 002101204 EA ANCHOR,RAIL,132/136',IMP.FAIR BAGGED $ 1.78 $ -
Anchors 002101266 EA ANCHOR,RAIL,132/136',UNIT 5 HD,25/BAG $ 1.31 $ -
Anchors 002101256 EA ANCHOR,RAIL,136',IMP.FAIR,BULK $ 1.91 $ -
Anchors Total $ 10.79 $
Ballast 007100628 80 TON BALLAST,TRACK $ 20.67 $ 1,653.60
Ballast 007100602 TON BALLAST,WALKWAY $ 8.97 $ -
Ballast Total $ 26.30 S 1,653.60
Bolts Total $ 225.73 $
Clips 002111014 375 EA CLIP,RAIL,PAN D,E2055G,GALV,25/BAG $ 3.24 $ 1,215,00
Clips 002111013 EA CLIP,RAIL,PAN DROL,E2055 $ 1.84 $ -
Clips 002703033 EA CLIP,RAIL,PAN DROL,E2063,25/BAG $ 5.24 $ -
Clips 702703560 EA CLIP,RAILSEAL,EPLOCK,POLYCORP $ 6.50 $ -
Cllps Total USD $ 1,215.00
Comp Joint 002400200 EA JOINT,COMP,100'REHF-85'CPR,LHSOLDASSET $ 541.02 $ -
Comp Joint 002400408 EA JOINT,COMP,100'REHF-85'CPR,RHSOLDAS SET $ 548.87 $
Comp Joint 002400607 EA JOINT,COMP,115-100REHF,NH,36 sold as set $ 635.47 $Comp Joint 001516981 PR JOINT,COMP,132/136',NH $ 295.37 $ -
Comp Joint 002403410 EA JOINT,COMP,136'-115',LH SOLD AS SET $ 260.23 $ -
Comp Joint 002403618 EA JOINT,COMP,136'-115',RH SOLD ASSET $ 223.03 $Comp Joint 001710091 PR JOINT,COMP,136/115NH $ 372.51 $ -
Comp)olnt Total $ 2,876.51 $
Comp Rail 002000121 EA RAIL,COMP,115-NEW-10020(RA)-3/16,UNIVERS $ 1,356.25 $ -
Comp Rail 002706062 EA RAIL,COMP,115-NEW-100RE-3/16",UNIVERSAL $ 1,203.81 $ -
Comp Rail 002706063 EA RAIL,COMP,115-NEW-100RE-5/16",UNIVERSAL $ 1,214.00 $ -
Comp Rail 002000118 EA RAIL,COMP,115-NEW-100RE-HF-3/16",LIN IVEIRS $ 1,588.80 $ -
Comp Rail 002706059 EA RAIL,COMP,115-NEW-90RA-3/16",LIN IVERSAL $ 1,771.87 $
Comp Rail 002000038 EA RAIL,COMP,127DUD,MODIFIED BASE FOR 136 $ 542.29 $ -
Comp Rail 002000126 EA RAIL,COMP,136-3/16"-115-NEW,UNIVERSAL $ 1,173.57 $
Comp Rail 002700004 EA RAIL,COMP,136-NEW-100RE-3/16",LH $ 1,934.26 $ -
Comp Rail 002700003 EA RAIL,COMP,136-NEW-100RE-3/16",RH $ 1,972.05 $ -
Comp Rail 002000132 EA RAIL,COMP,136-NEW-100RE-3/16",LIN IVERSAL $ 2,141.19 $ -
Comp Rail 002000138 EA RAIL,COMP,136-NEW-10ORE-HF-3/16,LIN IVERSA $ 2,167.16 $ -
Comp Rail 002706100 EA RAIL,COMP,136-NEW-115-3/16",LIN IVERSAL $ 1,228.86 $ -
Comp Rail 002706126 EA RAIL,COMP,136-NEW-115-3/8",UNIVERSAL $ 1,423.71 $ -
Comp Rail 002706001 EA RAIL,COMP,136-NEW-115-NEW,UNIVERSAL $ 1,076.05 $ -
Comp Rail 002000102 EA RAIL,COMP,136-NEW-130RE-HF-3/16",LIN IVEIRS $ 1,135.12 $ -
Comp Rail Total $ 20,573.50 $
Concrete 001115005 FT CROSSING,CONCRETE,115',OMNI,9FT $ 232.82 $ -
Concrete 001115006 36 FT CROSSING,CONCRETE,136',OMNI,9FT $ 257.83 $ 9,281.88
Concrete 001901142 FT CROSSING,CONCRETE,115',OMEGA,9FT $ 214.04 $ -
Concrete 001901143 FT CROSSING,CONCRETE,136',OMEGA,9FT $ 234.36 $ -
Lumber 1799LUMBER EA HWD Panel $ 1,350.00 $ -
Surface Total 1 $ 915.66 $ 9,281.88
Joint Bar 1002302620 EA JOINT BAR,100',HIGH RELIEF $ 73.61 $ -
SA 2264 Exh. B1, Page 1
Road Crossing Renewal Estimate:Byron,IL 372358X Chicago Sub 91.09 2023
This Cost Estimate UNIT COST is in USD$
CP BUDGET RESPONSIBLE: B Wold DIRECTOR
CP EXECUTING RESPONSIBLE: T Billmeyer ROADMASTER
ROAD WIDTH: 40 LIN FT
CONCRETE REQUIRED: 36 LIN FT
TRACK PANEL LENGTH: 80 LIN FT
S&C REQUIRED:Y Y/N
CROSSING RAIL WEIGHT: 1361 LEIS(115 or 136)
BOARD ORDER:
100
COST APPORTIONMENT: %CP
OY ROAD AUTHORITY NAME
Joint Bar 002302612 EA JOINT BAR,100`REHF,33",6H $ 63.00 $ -
Joint Bar 202001520 EA JOINT BAR,115',36",1-1/8",SOO,SH $ 0.77 $
Joint Bar 002303228 EA JOINT BAR,115`,H/R,ROLLED,CANADA $ 29.79 $ -
Joint Bar 202514920 EA JOINT BAR,132',36",SH $ 5.03 $ -
Joint Bar 202001561 EA JOINT BAR,136`,36",6H,SOO,SH $ 16.53 $ -
Joint Bar 002303226 EA JOINT BAR,136/132`,H/R,ROLLED,CANADA $ 60.62 $
Joint Bar 002303227 EA JOINT BAR,136/132',H/R,ROLLED,USA $ 58.80 $ -
Joint Bar Total $ 308.24 $
Lock 001265058 EA LOCK,SWITCH POINT,SL-7742-2,POINT $ 583.76 $
Pads 001278343 25 EA PAD,TIE,GRADE CROSSING,PPI $ 25.45 $ 636.25
Pads 001278342 EA PAD,TIE,GRADE CROSSING,PP1,14"TIE PLATE $ 18.98 $ -
Pads Total S 40.34 $ 636.25
Plate 001293727 EA PLATE,INS.GA,#3223P,POLY $ 430.49 $ -
Plate 002110965 EA PLATE,RAIL,PANDROL,C,TYPE"D" $ 5.62 $
Plate 002702449 EA PLATE,TIE,100',DS,14",STD $ 4.97 $ -
Plate 002702803 EA PLATE,TIE,115`,DS,14",STD $ 4.96 $ -
Plate 002702613 EA PLATE,TIE,115',PAN DROL,1/40,TPL-13967 $ 14.85 $
Plate 002703207 EA PLATE,TIE,130/2/6',DS,14",STD $ 10.07 $ -
Plate 002700011 EA PLATE,TIE,136`,CP18",CURVES $ 18.44 $
Plate 002704015 EA PLATE,TIE,136',PAN DROL,1/40,TPL-P2,6.0" $ 907.40 $ -
Plate 002704023 EA PLATE,TIE,136`,ROLLED,CPR,1/20 $ 15.06 $ -
Plate 001321158 EA PLATE,TIE,SPECIAL,#3247,8"X18" $ 77.46 $ -
Plate Total $ 1,489.32 $
Poly Joint 002539932 EA JOINT,RAIL,POLY-INS,100'CP-RE $ 323.55 $ -
PolyJoint 002539924 EA JOINT,RAIL,POLY-INS,100`RE,-HF $ 345.81 $
Poly Joint 002000079 EA JOINT,RAIL,POLY-INS,115',HRCOMB $ 354.75 $Poly Joint 002540005 EA JOINT,RAIL,POLY-INS,115`RE,6H $ 327.14 $Poly Joint 002000078 EA JOINT,RAIL,POLY-INS,136',HRCOMB $ 347.49 $ -
Poly Joint 002540401 EA JOINT,RAIL,POLY-INS,136'RE,6H $ 339.87 $Poly Joint 002530055 EA JOINT,RAIL,POLY-INS,85`,4H $ 317.87 $ -
Poly Joint Total $
Pre-Bnds 002550756 EA JOINT,RAIL,PRE-BND,115',13',PRE $ 712.35 $ -
Pre-Bnds 002551408 EA JOINT,RAIL,PRE-BND,132',13',PRE $ 782.29 $
Pre-Bnds 002552604 EA JOINT,RAIL,PRE-BND,136',13',PRE $ 756.92 $ -
Pre-Bnds 002552605 EA JOINT,RAIL,PRE-BND,136`,13',PRE,3/8"WORN $ 998.00 $ -
Pre-Bnds 002000115 EA JOINT,RAIL,PRE-BND,136',20',PRE $ 907.40 $ -
Pre-Bnds Total $
Rail 082500058 FT RAIL,100`CPRE,PRE,80',BLNK,MHH $ 20.19 $
Rail 082500090 FT RAIL,100'CPRE,PREMIUM,ALL $ 22.27 $
Rail 082405100 FT RAIL,115`SR,INT,80',BLNK $ 13.34 $ -
Rail 082405118 FT RAIL,115`8R,INT,CWR $ 13.88 $ -
Rail 082405050 FT RAIL,ll5'8R,PRE,80'BLNK $ 14.23 $ -
Rail 082405043 FT RAIL,115`8R,PREMIUM,CWR $ 17.11 $ -
Rail 082428821 160 FT RAIL,136'8R,INT,80',BLNK $ 16.01 $ 2,561.69
Rail 082428615 FT RAIL,136`8R,INT,CWR $ 16.22 $ -
Rail 082421784 FT RAIL,136'8R,PRE,80'BLNK $ 16.87 $ -
Rail 082421776 FT RAIL,136'8R,PRE,CWR $ 17.14 $ -
Rail 282603209 FT RAIL,RELAY,115',CWR $ 3.68 $ -
Rail 282604900 FT RAIL,RELAY,136`,STICK $ 3.59 $ -
Rail Total $ 2,561.69
Screws 015710012 EA SCREW,TIMBER,3/4-5 X 12" $ 2.00 $ -
Screws 715005625 EA SCREW,TIMBER,3/4-5 X 13" $ 2.00 $ -
Screws Total $ -
Sign 706000017 EA SIGN,ENS,EMERGENCY,CANADA $ 11.92 $ -
Sign 701653402 EA SIGN,FLANGER&SNOW PLOW,CANADA $ 13.50 $ -
Sign 701650515 EA SIGN,HIGHWAY XING,REFLECT,CANADA $ 101.80 $
Sign 706005370 EA SIGN,STOP,24",HIGHWAY,USA $ 27.04 $ -
Sign 706005264 EA SIGN,STRIP,REFLECTIVE,CROSSINGS,4' $ 13.48 $ -
Sign Total $
Spike 002840273 CAN SPIKE,EVERGRIP,6 1/2",35/CAN $ 79.10 $
Spike 002840270 EA SPIKE,EVERGRIP,61/2",BULK,1600/CRATE $ 2.15 $
Spike 002840256 LB SPIKE,TRACK,5/8"X 6",BULK $ 0.52 $
Spike 002840231 CAN SPIKE,TRACK,5/8"X 6",50'CAN $ 30.75 $
SA 2264 Exh. B1, Page 2
Road Crossing Renewal Estimate:Byron,IL 372358X Chicago Sub 91.09 2023
This Cost Estimate UNIT COST is in USD$
CP BUDGET RESPONSIBLE: B Wold DIRECTOR
CP EXECUTING RESPONSIBLE: T Billmeyer ROADMASTER
ROAD WIDTH: 40 LIN Fr
CONCRETE REQUIRED: 36 LIN Fr
TRACK PANEL LENGTH: 80 LIN Fr
5&C REQUIRED:Y Y/N
CROSSING RAIL WEIGHT: 136 LBS(115 or 136)
BOARD ORDER:
COST APPORTIONMENT: 10031.CP
0%ROAD AUTHORITY NAME
Spike Total $
Thermite Kit 771000340 8 EA KIT,WELD,132/136LB,ORGO,15-10-1136HW $ 74.84 $ 598.72
Thermite Kit 771000339 EA KIT,WELD,115LB,ORGO,15-10-1115HW $ 74.84 $ -
Thermite Kit Total $ 598.72
Ties 284200022 EA TIE,CROSS,HWD,#1,8'-6",SH $ 4.26 $ -
Ties 084200030 EA TIE,CROSS,HWD,#1,GRS,8'6"X7"X9",NB $ 59.52 $
Ties 084200055 EA TIE,CROSS,HWD,#1,GR5,9'0"X7"X9",NB $ 58.03 $
Ties 084100935 EA TIE,PRE-PLATED, -0,115 LB,1:40 $ 107.37 $ -
Ties 084100934 EA TIE,PRE-PLATED,10-0,136 LB,1:20,ROLLED $ 140.81 $ -
Ties 084710034 89 EA TIE,PRE-PLATED,10-0,136 LB,1:40,ROLLED $ 134.08 $ 11,933.53
Ties 084000017 EA TIE,PRE-PLATED,10-0,136 LB,CP18",CURVES $ 141.94 $ -
Ties 084200106 EA TIE,PRE-PLATED,8-6,115 LB,145€ $ 94.15 $
Ties 084200102 EA TIE,PRE-PLATED,8-6,136 LB,1:20 CANT $ 91.11 $ -
Ties 084200113 EA TIE,PRE-PLATED,9-0,115 LB,1:40,ROLLED $ 137.22 $ -
Ties 084200105 EA TIE,PRE-PLATED,9-0,115 1.8,145C $ 107.28 $ -
Ties 084200101 EA TIE,PRE-PLATED,9-0,136 LB,145€ $ 106.46 $ -
Ties 084200103 EA TIE,PRE-PLATED,9-0,136 LB,16.5",ROLLED $ 132.16 $ -
Ties 084200107 EA TIE,PRE-PLATED,NO.1,8-6,115 LB,AP8 $ 94.29 $ -
Ties 084201533 EA TIE,SWITCH,HWD,10'-0"X9"X7" $ 68.85 $ -
Ties 084200030 EA TIE,CROSS,HWD,#1,GR5,8'6"X7"X9",NB $ 59.52 $ -
Ties 084200055 EA TIE,CROSS,HWD,#1,GR5,9'0"X7"X9",NB $ 58.03 $ -
Ties 084100935 EA TIE,PRE-PLATED,10-0,115 LB,1:40 $ 134.08 5 -
Ties 08471DO34 EA TIE,PRE-PLATED,10-0,136 LB,1:40,ROLLED $ 139.85 $ -
Ties 084200107 EA TIE,PRE-PLATED,NO.1,8-6,115 L3,AP8 $ 94.29 $ -
Ties 084200112 EA TIE,PRE-PLATED,NO.1,8-6,136 LB,AP12 $ 92.15 $
Ties 084201533 EA TIE,SWITCH,HWD,10'-0"X9"X7" $ 68.85 $ -
Ties 084201590 EA TIE,SWITCH,HWD,13'-0"X9"X7" $ 104.35 $ -
Ties 084201657 EA TIE,SWITCH,HWD,16'-0"X9"X7" $ 139.45 $ -
Ties 084201517 EA TIE,SWITCH,HWD,9'-0"X9"X7" $ 64.12 $ -
Ties Total $ 11,933.53
Track Panel 003200055 EA TRACK PANEL,136•,40'-0" $ 5,241.05 $ -
Track Panel Total $
Transition Rail 001410720 EA RAIL,TRANSITION,115-,14/32" $ 1,538.40 $ -
Transition Rail 001410712 4 EA RAIL,TRANSITION,136-,14/32" $ 930.23 $ 3,720.90
Transition Rail 001410704 EA RAIL,TRANSITION,136',20/32" $ 1,165.53 $
Transition Rail Total $ 3,720.90
Xing Plank 051211243 EA PLANK,XING,6"X 12"X 16'-0" $ 68.24 $ -
Xing Plank 051211607 EA PLANK,XING,7"X 10"X 16'-0" $ 69.09 $ -
Xing Plank 051211706 EA PLANK,XING,7"X 10"X 20'4" $ 47.99 $ -
Xing Plank Total $
Other Materials needed(please be specific) -
120 Fr Pipe,Drain 4"Perforated,Steel $ 10.00 $ 1,200.00
$ $
901203034 15001 LB OTM,MISC,SCRAP $ (0.13) $ (195.00)
982201301 2401 Fr RAIL,SCRAP,ALL $ (4.00) $ (960.00)
MATERIAL TOTAL COST 32,801.57
SA 2264 Exh. B1, Page 3
Road Crossing Renewal Estimate:Byron,IL 372358X Chicago Sub 91.09 2023
This Cost Estimate UNIT COST is in USD$
CP BUDGET RESPONSIBLE: B Wold DIRECTOR
CP EXECUTING RESPONSIBLE: T Billmeyer ROADMASTER
ROAD WIDTH: 40 LIN FT
CONCRETE REQUIRED: 36 LIN FT
TRACK PANEL LENGTH: 80 LIN FT
S&C REQUIRED:Y IY/N
CROSSING RAIL WEIGHT: 136 LBS(115 or 136)
BOARD ORDER:
COST APPORTIONMENT: 100Y.CP
0%1 ROAD AUTHORITY NAME
3rd PARTY RENTAL EQUIPMENT
DAYS DESCRIPTION DAILY RATE TOTAL COST
EQUIPMENT TOTAL COST
CONTRACTOR COSTS
HOURS QUANTITY UNIT DESCRIPTION(Please be specfc) UNIT COST TOTAL COST
1 1 Asphalt $ 15,000.00 $ 15,000.00
20 20 Equipment Loader/Excavator $ 1,000.00 $ 20,000.00
40 1 Signage $ 5,000.00 $ 5,000.00
$ $
CONTRACTOR TOTAL COST 40,000.00
OTHER COSTS
DESCRIPTION(please be specific) UNIT COST TOTAL COST
Crew accomodation 10 person at 200.00 Perdiem and Motel for 4 days $ 8,000.00 $ 8,000.00
CP Equipment Use $ 12,500.00 $ 12,500.00
OTHER TOTAL COST 20300.00
TOTAL PURCHASED SERVICES COST $ 60,500.00
TOTAL SPEND $ 117,081.57
Recoveries $ (1,155.00)
TOTAL COST OF CROSSING RENEWAL(NET OF RECOVERIES) $ 115,926.57
Notes:
Utility crew=8 men
Surfacing=3 men,2.5 hrs for 80'panel
Welders=2 men,2 hours/thermite
complete renewals planned as 80ft panels unless otherwise noted,please provide crossing length for plank qty
SA 2264 Exh. B1, Page 4
Road Crossing Renewal Estimate:Highland Ave 372-253J Chicago Sub 42.94 2023
This Cost Estimate UNIT COST is in USD$
CP BUDGET RESPONSIBLE: B Wold DIRECTOR
CP EXECUTING RESPONSIBLE: T Billmeyer ROADMASTER
ROAD WIDTH: 40 LIN FT
CONCRETE REQUIRED: 63 LIN FT
TRACK PANEL LENGTH: 80 LIN FT
S&C REQUIRED:Y Y/N
CROSSING RAIL WEIGHT: 1361 LEIS(115 or 136)
BOARD ORDER:
COST APPORTIONMENT: 100Y CP
0%1 ROAD AUTHORITY NAME
LABOUR
HOURS/DAY DAYS CREW SIZE DESCRIPTION UNIT COST TOTALCOST
10.00 4 8 Utility Crew $ 58.00 $ 18,560.00
10.00 1 3 Surfacing Labour $ 58.00 $ 1,740.00
10.00 2 1 S&C Labour $ 58.00 $ 1,160.00
10.00 2 2 Welding $ 58.00 $ 2,320.00
LABOUR TOTAL COST $ 23,780.00
MATERIAL
MATERIAL TO BE DELIVERED TO:
GROUPING MATERIAL QUANTITY UNIT DESCRIPTION UNIT COST(USD) TOTALCOST
Aggregate 007200000 TON AGGREGATE,EPA $ 4.62 $ -
Aggregate Total $ 4.62 $
Anchors 002100504 EA ANCHOR,RAIL,100',IMP.FAIR,20/BAG $ 1.76 $ -
Anchors 002100506 EA ANCHOR,RAIL,100',IMP.FAIR,BULK $ 1.60 $ -
Anchors 002101010 EA ANCHOR,RAIL,115',IMP.FAIR,BULK $ 2.43 $ -
Anchors 002101204 EA ANCHOR,RAIL,132/136',1MP.FAIR BAGGED $ 1.78 $ -
Anchors 002101266 EA ANCHOR,RAIL,132/136',U NIT 5 HD,25/BAG $ 1.31 $ -
Anchors 002101256 EA ANCHOR,RAIL,136',IMP.FAIR,BULK $ 1.91 $ -
Anchors Total $ 10.79 $
Ballast 007100628 133 TON BALLAST,TRACK $ 20.67 $ 2,749.11
Ballast 007100602 TON BALLAST,WALKWAY $ 8.97 $ -
Ballast Total $ 26.30 $ 2,749.11
Bolts Total $ 225.73 $ -
Clips 002111014 375 EA CLIP,RAIL,PAN D,E205SG,GALV,25/BAG $ 3.24 $ 1,215.00
Clips 002111013 EA CLIP,RAIL,PANDROL,E2055 $ 1.84 $ -
Clips 002703033 EA CLIP,RAIL,PANDROL,E2063,25/BAG $ 5.24 $ -
Clips 702703560 EA CLIP,RAILSEAL,EPLOCK,POLYCORP $ 6.50 $ -
Clips Total USD $ 1,215.00
Comp Joint 002400200 EA JOINT,COMP,100'REHF-85'CPR,LHSOLD AS SET $ 541.02 $ -
Comp Joint 002400408 EA JOINT,COMP,100'REHF-85'CPR,RHSOLD AS SET $ 548.87 $Comp Joint 002400607 EA JOINT,COMP,115-SOOREHF,NH,36 sold asset $ 635.47 $ -
Comp Joint 001516981 PR JOINT,COMP,132/136',NH $ 29S.37 $ -
Comp Joint 002403410 EA JOINT,COMP,136'-115',LH SOLD AS SET $ 260.23 $Comp Joint 002403618 EA JOINT,COMP,136'-115',RH SOLD ASSET $ 223.03 $Comp Joint 001710091 PR JOINT,COMP,136/115NH $ 372.51 $ -
Comp Joint Total $ 2,876.51 $
Comp Rail 002000121 EA RAIL,COMP,115-NEW-10020(RA)-3/16,UNIVERS $ 1,356.25 $ -
Comp Rail 002706062 EA RAIL,COMP,115-NEW-l00RE-3/16",UNIVERSAL $ 1,203.81 $ -
Comp Rail 002706063 EA RAIL,COMP,115-NEW-100RE-5/16",UNIVERSAL $ 1,214.00 $ -
Comp Rail 002000118 EA RAIL,COMP,115-NEW-l00RE-HF-3/16",UNIVERS $ 1,588.80 $ -
Comp Rail 002706059 EA RAIL,COMP,115-NEW-90RA-3/16",UNIVERSAL $ 1,771.87 $ -
Comp Rail 002000038 EA RAIL,COMP,127DUD,MODIFIED BASE FOR 136 $ 542.29 $ -
Comp Rail 002000126 EA RAIL,COMP,136-3/16"-115-NEW,UNIVERSAL $ 1,173.57 $ -
Comp Rail 002700004 EA RAIL,COMP,136-NEW-SOORE-3/16",LH $ 1,934.26 $ -
Comp Rail 002700003 EA RAIL,COMP,136-NEW-100RE-3/16",RH $ 1,972.05 $ -
Comp Rail 002000132 EA RAIL,COMP,136-NEW-10ORE-3/16",UNIVERSAL $ 2,141.19 $ -
Comp Rail 002000138 EA RAIL,COMP,136-NEW-10ORE-HF-3/16,UNIVERSA $ 2,167.16 $ -
Comp Rail 002706100 EA RAIL,COMP,136-NEW-115-3/16",UNIVERSAL $ 1,228.86 $ -
Comp Rail 002706126 EA RAIL,COMP,136-NEW-115-3/8",UNIVERSAL $ 1,423.71 $ -
Comp Rail 002706001 EA RAIL,COMP,136-NEW-115-NEW,UNIVERSAL $ 1,076.05 $
Comp Rail 002000102 EA RAIL,COMP,136-NEW-130RE-HF-3/16",LIN IVEIRS $ 1,135.12 $ -
Comp Rail Total $ 20,573.50 $
Concrete 001115005 FT CROSSING,CONCRETE,115',OMNI,9FT $ 232.82 $ -
Concrete 001115006 63 FT CROSSING,CONCRETE,136',OMNI,9FT $ 257.83 $ 16,243.29
Concrete 001901142 FT CROSSING,CONCRETE,115',OMEGA,9FT $ 214.04 $ -
Concrete 001901143 FT CROSSING,CONCRETE,136',OMEGA,9FT $ 234.36 $ -
Lumber 1799LUMBER EA HWDPanel $ 1,350.00 $ -
Surhce Total $ 915.66 $ 26,243.29
Joint Bar 1002302620 EA IJOINT BAR,100',HIGH RELIEF $ 73.61 $ -
SA 2264 Exh. B2, Page 1
Road Crossing Renewal Estimate:Highland Ave 372-2531 Chicago Sub 42.94 2023
This Cost Estimate UNIT COST is in USD$
CP BUDGET RESPONSIBLE: B Wold DIRECTOR
CP EXECUTING RESPONSIBLE: T Billmeyer ROADMASTER
ROAD WIDTH: 40 LIN FT
CONCRETE REQUIRED: 63 LIN FT
TRACK PANEL LENGTH: 80 LIN FT
S&C REQUIRED:Y Y/N
CROSSING RAIL WEIGHT: 1361 LBS(115 or 136)
BOARD ORDER:
COST APPORTIONMENT: 100'Y CP
0%ROAD AUTHORITY NAME
Joint Bar 002302612 EA JOINT BAR,100'REHF,33",6H $ 63.00 $ -
Joint Bar 202001520 EA JOINT BAR,115',36",1-1/8",SOO,SH $ 0.77 $
Joint Bar 002303228 EA JOINT BAR,115',H/R,ROLLED,CANADA $ 29.79 $ -
Joint Bar 202514920 EA JOINT BAR,132',36",SH $ 5.03 $ -
Joint Bar 202001561 EA JOINT BAR,136',36",6H,SOO,SH $ 16.53 $ -
Joint Bar 002303226 EA JOINT BAR,136/132',H/R,ROLLED,CANADA $ 60.62 $ -
Joint Bar 002303227 EA JOINT BAR,136/132',H/R,ROLLED,USA $ 58.80 $ -
Joint Bar Total $ 308.14 $ -
Lock 001265058 EA LOCK,SWITCH POINT,SL-7742-2,POINT $ 583.76 $ -
Pads 001278343 43 EA PAD,TIE,GRADE CROSSING,PPI $ 25.45 $ 1,094.35
Pads 001278342 EA PAD,TIE,GRADE CROSSING,PPI,14"TIE PLATE $ 18.98 $ -
Pads Total $ 40.34 $ 1,094.35
Plate 001293727 EA PLATE,INS.GA,#3223P,POLY $ 430.49 $ -
Plate 002110965 EA PLATE,RAIL,PANDROL,C,TYPE"D" $ 5.62 $ -
Plate 002702449 EA PLATE,TIE,100',DS,14",STD $ 4.97 $ -
Plate 002702803 EA PLATE,TIE,115',DS,14",STD $ 4.96 $ -
Plate 002702613 EA PLATE,TIE,115',PAN DROL,1/40,TPL-13967 $ 14.85 $ -
Plate 002703207 EA PLATE,TIE,130/2/6',DS,14",STD $ 10.07 $ -
Plate G02700011 EA PLATE,TIE,136',CP18",CURVES $ 18.44 $
Plate 002704015 EA PLATE,TIE,136',PANDROL,1/40,TPL-P2,6.0" $ 907.40 $ -
Plate 002704023 EA PLATE,TIE,136',ROLLED,CPR,1/20 $ 15.06 $
Plate 001321158 EA PLATE,TIE,SPECIAL,#3247,8"X18" $ 77.46 $ -
Plate Total $ 1,489.32 $Poly Joint 002539932 EA JOINT,RAIL,POLY-INS,100-CP-RE $ 323.55 $
Poly Joint 002539924 EA JOINT,RAIL,POLY-INS,100'RE,-HF $ 345.81 $Poly Joint 002000079 EA JOINT,RAIL,POLY-INS,115',HRCOMB $ 354.75 $Poly Joint 002540005 EA JOINT,RAIL,POLY-INS,115'RE,6H $ 327.14 $
Poly Joint 002000078 EA JOINT,RAIL,POLY-INS,136',HRCOMB $ 347.49 $Poly Joint 002540401 EA JOINT,RAIL,POLY-INS,136'RE,6H $ 339.87 $Poly Joint 002530055 EA JOINT,RAIL,POLY-INS,85',4H $ 317.87 $ -
Poly Joint Total $
Pre-Bnds 002550756 EA JOINT,RAIL,PRE-BND,115',13',PRE $ 712.3S $ -
Pre-Bnds D02551408 EA JOINT,RAIL,PRE-BND,132',13',PRE $ 782.29 $ -
Pre-Bnds 002552604 EA JOINT,RAIL,PRE-BND,136',13',PRE $ 756.92 $ -
Pre-Bnds 002552605 EA JOINT,RAIL,PRE-BND,136',13',PRE,3/8"WORN $ 998.00 $
Pre-Bnds 002000115 EA JOINT,RAIL,PRE-BND,136',20',PRE $ 907.40 $
Pre-Bnds Total $
Rail 082500058 FT RAIL,100'CPRE,PRE,80',BUN K,MHH $ 20.19 $ -
Rail 082500090 FT RAIL,100'CPRE,PRE MIUM,ALL $ 22.27 $ -
Rail 082405100 FT RAIL,115'8R,INT,80',BUN K $ 13.34 $ -
Rail 082405118 FT RAIL,115'8R,INT,CWR $ 13.88 $ -
Rail 08240SO50 FT RAIL,115'8R,PRE,80'BLNK $ 14.23 $ -
Rail 082405043 FT RAIL,115'8R,PREMIUM,CWR $ 17.11 $ -
Rail 082428821 160 FT RAIL,136'8R,INT,80',BUN K $ 16.01 $ 2,561.69
Rail 082428615 FT RAIL,136'8R,INT,CWR $ 16.22 $ -
Rail 082421784 FT RAIL,136'8R,PRE,80'BLNK $ 16.87 $ -
Rail 082421776 FT RAIL,136'8R,PRE,CWR $ 17.14 $ -
Rail 282603209 FT RAIL,RELAY,115',CWR $ 3.68 $ -
Rail 282604900 FT RAIL,RELAY,136',STICK $ 3.59 $ -
Rail Total $ 2,561.69
Screws 015710012 EA SCREW,TIMBER,3/4-5 X 12" $ 2.00 $ -
Screws 71SO05625 EA SCREW,TIMBER,3/4-5 X 13" $ 2.00 $ -
Screws Total $
Sign 706000017 EA SIGN,ENS,EMERGENCY,CANADA $ 11.92 $ -
Sign 701653402 EA SIGN,FLANGER&SNOW PLOW,CANADA $ 13.50 $ -
Sign 701650515 EA SIGN,HIGHWAY XING,REFLECT,CANADA $ 101.80 $ -
Sign 706005370 EA SIGN,STOP,24",HIGHWAY,USA $ 27.04 $ -
Sign 706005264 EA SIG N,STRIP,REF LECTIVE,CROSSINGS,4' $ 13.48 $ -
Sign Total $ -
Spike 002840273 CAN SPIKE,EVERGRIP,6 1/2",35/CAN $ 79.10 $ -
Spike 002840270 EA SPIKE,EVE RGRIP,6 1/2",BULK,1600/CRATE $ 2.15 $ -
Spike 002840256 LB SPIKE,TRACK,5/8"X 6",BULK $ 0.52 $ -
Spike 002840231 CAN SPIKE,TRACK,5/8"X 6",50'CAN $ 30.75 $ -
SPike Total $ -
SA 2264 Exh. B2, Page 2
Road Crossing Renewal Estimate:Highland Ave 372-253J Chicago Sub 42.94 2023
This Cost Estimate UNIT COST is in USD$
CP BUDGET RESPONSIBLE: B Wold DIRECTOR
CP EXECUTING RESPONSIBLE: T Billmeyer ROADMASTER
ROAD WIDTH: 40 LIN FT
CONCRETE REQUIRED: 63 LIN FT
TRACK PANEL LENGTH: 80 LIN Ff
S&C REQUIRED:Y Y/N
CROSSING RAIL WEIGHT: 136 LBS(115 or 136)
BOARD ORDER:
COST APPORTIONMENT: 100q CP
0%ROAD AUTHORITY NAME
Thermite Kit 771000340 8 EA KIT,WELD,132/136LB,ORGO,15-10-1136HW $ 74.84 $ 598.72
Thermite Kit 771000339 EA KIT,WELD,115LB,ORGO,15-10-1115HW $ 74.84 $ -
Thermite Kit Total $ 598.72
Ties 284200022 EA TIE,CROSS,HWD,#1,8'-6",SH $ 4.26 $ -
Ties 08420DO30 EA TIE,CROSS,HWD,#1,GR5,8'6"X7"X9",NB $ 59.52 $ -
Ties 08420DO55 EA TIE,CROSS,HWD,#1,GR5,9'0"X7"X9",NB $ 58.03 $ -
Ties 084100935 EA TIE,PRE-PLATED,10-0,115 LB,1:40 $ 107.37 $ -
Ties 084100934 EA TIE,PRE-PLATED,10-0,136 LB,1:20,ROLLED $ 140.81 $ -
Ties 084710034 89 EA TIE,PRE-PLATED,10-0,136 LB,1:40,ROLLED $ 134.08 $ 11,933.53
Ties 084000017 EA TIE,PRE-PLATED,10-0,136 LB,CP18",CURVES $ 141.94 $ -
Ties 084200106 EA TIE,PRE-PLATED,8-6,115 LB,145€ $ 94.15 $ -
Ties 084200102 EA TIE,PRE-PLATED,8-6,136 LB,1:20 CANT $ 91.11 $ -
Ties 084200113 EA TIE,PRE-PLATED,9-0,115 LB,1:40,ROLLED $ 137.22 $ -
Ties 084200105 EA TIE,PRE-PLATED,9-0,115 1.8,145€ $ 107.28 $ -
Ties 084200101 EA TIE,PRE-PLATED,9-0,136 1.8,149€ $ 106.46 $ -
Ties 084200103 EA TIE,PRE-PLATED,9-0,136 LB,16.5",ROLLED $ 132.16 $ -
Ties 084200107 EA TIE,PRE-PLATED,N0.1,8-6,115 LB,AP8 $ 94.29 $
Ties 084201533 EA TIE,SWITC-1,HWD,10'-0"X9"X7" $ 68.85 $ -
Ties 084200030 EA TIE,CROSS,HWD,#S,GR5,8'6"X7"X9",NB $ 59.52 $
Ties 084200055 EA TIE,CROSS,HWD,#1,GR5,9'0"X7"X9",NB $ 58.03 $ -
Ties 084100935 EA TIE,PRE-PLATED,10-0,115 LB,1:40 $ 134.08 $ -
Ties 084710034 EA TIE,PRE-PLATED,10-0,136 LB,1:40,ROLLED $ 139.85 $ -
Ties 084200107 EA TIE,PRE-PLATED,NO.1,8-6,115 L8,AP8 $ 94.29 $
Ties 084200112 EA TIE,PRE-PLATED,NO.1,8-6,136 LB,AP12 $ 92.15 $ -
Ties 084201533 EA TIE,SWITCH,HWD,10'-0"X9"X7" $ 68.85 $ -
Ties 084201590 EA TIE,SWITCH,HWD,13'-0"X9"X7" $ 104.35 $ -
Ties 084201657 EA TIE,SWITCH,HWD,16'-0"X9"X7" $ 139.45 $ -
Ties 084201517 EA TIE,SWITCH,HWD,9'-0"X9"X7" $ 64.12 $ -
Ties Total $ 11,933.53
Track Panel 003200055 EA TRACK PANEL,136-,40'-0" $ 5,241.05 $ -
Track Panel Total $
Transition Rail 001410720 EA RAIL,TRANSITION,115-,14/32" $ 1,538.40 $ -
Transition Rail 001410712 4 EA RAIL,TRANSITION,136-,14/32" $ 930.23 $ 3,720.90
Transition Rail 001410704 EA RAIL,TRANSITION,136",20/32" $ 1,165.53 $ -
Transition Rail Total $ 3,720.90
Xing Plank 051211243 EA PLANK,XING,6"X 12"X 16'-0" $ 68.24 $ -
Xing Plank 051211607 EA PLANK,XING,7"X 10"X 16'-0" $ 69.09 $ -
Xing Plank 051211706 EA PLANK,XING,7"X 10"X 20'-0" $ 47.99 $ -
Xing Plank Total $
Other Materials needed(please be specific) $ - $ -
1201 ET Pipe,Drain 4"Perforated,Steel $ 10.00 $ 1,200.00
901203034 1500 LB OTM,MISC,SCRAP $ (0.13) $ (195.00)
982201301 240 Fr RAIL,SCRAP.ALL $ (4.00) $ (960.00)
MATERIAL TOTAL COST $ 41,316.59
SA 2264 Exh. B2, Page 3
Road Crossing Renewal Estimate:Highland Ave 372-253J Chicago Sub 42.94 2023
This Cost Estimate UNIT COST is in USD$
CP BUDGET RESPONSIBLE: B Wold DIRECTOR
CP EXECUTING RESPONSIBLE: T Billmeyer ROADMASTER
ROAD WIDTH: 40 LIN FT
CONCRETE REQUIRED: 63 LIN FT
TRACK PANEL LENGTH: 80 LIN FT
S&C REQUIRED:Y 1 Y/N
CROSSING RAIL WEIGHT: 1361 LBS(115 or 136)
BOARD ORDER:
COST APPORTIONMENT: 100Y CP
OY ROAD AUTHORITY NAME
3rd PARTY RENTAL EQUIPMENT
DAYS DESCRIPTION DAILY RATE TOTAL COST
EQUIPMENT TOTAL COST $
CONTRACTOR COSTS
HOURS QUANTITY UNIT DESCRIPTION(Please be specfic) UNIT COST TOTAL COST
1 1 Asphalt $ 15,000.00 $ 15,000.00
20 20 Equipment Loader/Excavator $ 1,000.00 $ 20,000.00
40 1 Signoge $ 5,000.00 $ 5,000.00
is is -
CONTRACTOR TOTAL COST $ 40,000.00
OTHER COSTS
DESCRIPTION(please be specific) UNIT COST TOTAL COST
Crew accomodation 10 person at 200.00 Perdiem and Motel for 4 days $ 8,000.00 $ 8,000.00
CP Equipment Use $ 12,500.001$ 12,500.00
$ $
OTHER TOTAL COST $ 20,500.00
TOTAL PURCHASED SERVICES COST $ 60,500.00
TOTAL SPEND $ 125,5%.59
Recoveries $ (1,155.00)
TOTAL COST OF CROSSING RENEWAL(NET OF RECOVERIES)[$ 124,441.59
Notes:
Utility crew=8 men
Surfacing=3 men,2.5 hrs for 80'panel
Welders=2 men,2 hours/thermite
complete renewals planned as 80ft panels unless otherwise noted,please provide crossing length for plank qty
This Cost Estimate UNIT COST is in USD$
SA 2264 Exh. B2, Page 4
SA 2264 Exhibit C, Page 1
Section 1535.203 Construction and Maintenance of Grade Crossing
Every grade crossing shall be constructed and maintained in such manner that it will not
interfere with the reasonably safe use of the roadway when traveled in the usual and
ordinary manner. The surface of the roadway shall reasonably conform to the elevation
of the rails for the entire area between rails and between tracks (where track centers are
15 feet or less) and for a distance of 24 inches beyond the outside of the outer rails of the
outer tracks. In situations where super-elevation of rails through the crossing makes a
reasonably smooth continuous surface impractical, the surface of the roadway in the
crossing area shall be made as smooth as practicable, consistent with the safe operation
of trains on the railroad tracks in accordance with Section 18c-7401(2) of the Law. Any
crossing hereafter constructed or reconstructed shall conform to the width of the roadway
and shall include a reasonable width of usable shoulder, but in no case shall the width be
less than 16 feet measured at right angles to the center line of the highway unless the
Commission specifically authorizes a lesser width. At crossings where there are
sidewalks, either the crossing proper shall include the sidewalk areas or separate
sidewalk crossings of a width consistent with that of the sidewalk approaches shall be
provided conforming with provisions of this Section as to surface.
SA 2264 Exhibit C, Page 2
Section 1535.207 Adjustment of Crossings and Approaches
a) Where tracks are raised through a highway crossing at the rail carrier's instance
and the approach grades to the crossing conformed to the requirements of Section
1535.204 prior to the track raise, the rail carrier shall resurface or arrange for the
resurfacing of the highway approaches to meet the elevation of the raised crossing
surface, so that the change in grade does not exceed 1% greater than the pre-
existing grade on primary highways with a maximum authorized speed in excess
of 30 miles per hour, or 2% greater than the pre-existing grade on all other
highways with a maximum authorized speed of 30 miles per hour or less. Where
more than one track crosses a highway with 15 feet or less between the centerline
of one track and the centerline of an adjacent track, the rail carrier shall adjust all
tracks so that they conform with the requirements of Section 1535.203.
b) Where tracks are raised through a highway crossing at the rail carrier's instance,
and the approach grades to the crossing did not conform to the requirements of
Section 1535.204 prior to the track raise, and the track raise increases the grades
by more than 1%, it shall be the responsibility of the rail carrier to resurface, or to
arrange for the resurfacing of, the highway approaches within a distance of 25 feet
from the centerline of the outermost track, to minimize the change in grade to the
extent practicable within the 25 feet.
c) It shall be the responsibility of the highway authority to make arrangements with
the respective rail carriers for the necessary track, crossing warning signs and
signals, and/or crossing surface adjustments where vertical and/or horizontal
adjustments are made to the approaches of a grade crossing at the highway
authority's instance (whether by reconstruction, resurfacing, or widening). The rail
carrier shall, at the sole cost and expense of the highway authority, adjust the track,
crossing warning signs and signals, and/or crossing surfaces to conform to
Sections 1535.203, 1535.300(b), 1535.335, and 1535.360(a), as applicable, and
the highway authority shall, at its own expense, perform all necessary approach
work to comply with Section 1535.204.
ILLINOIS COMMERCE COMMISSION
TRANSPORTATION BUREAU / RAIL SAFETY SECTION
PROJECT STATUS REPORT:
TYPE: (CHECK ONE)
PROGRESS
COMPLETION I IDATE
PROJECT INFORMATION:
Reporting Party: Dakota, Minnesota & Eastern Railroad
Docket/Order#; Date:
Status Report s Due: Within 3 Months and 6 Months from Order Date
Ordered Completion Date: 9 Months from Order Date
Completion Report Due: 5 Days after completion of work
AAR/DOT#, Milepost: 372358X, railroad milepost 91.09-C
372253J, railroad milepost 42.94-C
Street, (in/near) City, County: N. Mill Rd, near Byron, Byron Township, Ogle County
Highland Avenue, Elgin, Kane Count
Railroad Company: Dakota, Minnesota & Eastern Railroad
PROJECT MANAGER INFORMATION:
Name: Matthew Miller
Title: Manager Public Works — US
Representing: Canadian Pacific Railway
Street Address: 120 S. 6th Street - Suite 700
City, State, Zip: Minneapolis, MN 55402
Office Phone: 612 330-4556
Office Fax:
Cellular Phone: 612 368-3085
E-Mail Address: Matthew Miller c r.ca
DESCRIPTION OF IMPROVEMENT(S) ORDERED:
Installation of a new full-depth concrete surface, with hot mix asphalt approach transitions,
at the N. Mill Road and Highland Avenue crossings, by the Dakota, Minnesota & Eastern
Railroad.
STATUS OF WORK:
STIPULATED AGREEMENT 2264 EXHIBIT D, Page 1
ILLINOIS COMMERCE COMMISSION
TRANSPORTATION BUREAU / RAIL SAFETY SECTION
Mail directed to the Rail Safety Section or the Director of Processing and Information,
Transportation Bureau of the Commission should be addressed to:
Illinois Commerce Commission
527 E. Capitol Avenue
Springfield, IL 62701-1827
If you have questions contact: Adrian Dominguez, Rail Safety Specialist
Phone: (312) 989-2014
Email: Adrian.Dominguez@illinois.gov
The billing address for Grade Crossing Protection Fund reimbursement is:
CROSSING SURFACE WORK
Illinois Department of Transportation
Fiscal Control Unit
Bureau of Local Roads and Streets
2300 S. Dirksen Parkway
Springfield, Illinois 62764
Copies of the United States Department of Transportation Inventory Form #6180.71
can be obtained on the web at:
http://www.fra.dot.gov/eLib/details/L02727 (PDF)
http://www.fra.dot.gov/eLib/details/L03076 (Word Document)
Submit Inventory forms to:
Federal Railroad Administration Chief of Data Services
Office of Safety Illinois Department of Transportation
1200 New Jersey Ave, SE 2300 S. Dirksen Parkway
Washington, DC 20590 And Springfield, IL 62764
or(data processing contractor) IL.RRXUpdates@lllinois.gov
Inventory Crossing Updates
FRA Project Office
Creative Information Technology, Inc.
4601 N. Fairfax Drive, Suite 1100
Arlington, VA 22203
RsisRXlupdates@dot.gov
STIPULATED AGREEMENT 2264 EXHIBIT D, Page 2