HomeMy WebLinkAbout15.B.2. Surface & Signal Agreement with Union Pacific Railroad Co. on the 2003 Recon. Project No. 2003-3-Res. No. 6082
IS. 13. ~
CITY OF SHAKO PEE .
Memorandum
TO: Mayor & City Council CONSENT
Mark McNeill, City Administrator
FROM: Bruce Loney, Public Works Director
SUBJECT: Consider Approval of Surface and Signal Agreement at the
Sarazin Street Crossing with the Union Pacific Railroad
Company on the 2003 Street Reconstruction Project No. 2003-3
DATE: July 6, 2004
INTRODUCTION:
Attached is an agreement, as prepared by the Union Pacific Railroad Company, in regard
to improvements to existing public road and grade crossing for Sarazin Street in the City
of Shakopee and included in the 2003 Street Reconstruction Project. Also, attached is a
resolution in regard to this proposed agreement.
BACKGROUND:
With the 2003 Street Reconstruction Project, an improved surface railroad crossing with
signals and gates is required by the Union Pacific Railroad for the Sarazin Street crossing
with the Union Pacific tracks. Previously, a 24 foot wide gravel road existed with
railroad cross bucks.
This agreement calls out the responsibilities of the railroad and the City in regard to the
installation of an improved railroad crossing for the 36 foot wide roadway and the 8 foot
bituminous trail located on the east side of Sarazin Street and for the signal with gates for
active warning devices at this crossing. The main conditions of this agreement are as
follows:
1. The railroad shall furnish all labor, material and equipment to install a 48 foot
pre-cast concrete crossing, field weld rail, relay track at crossing with rail, renew
the crossties, surface the track with new ballast and install flashing lights, gates,
cabin and constant warning time circuitry at this crossing at the Union Pacific
tracks with Sarazin Street.
2. The City of Shako pee agrees to reimburse the railroad for 100% of the railroad's
preliminary engineering, actual labor and material costs and these costs estimates
included in the agreement as Exhibit B as indicated at $251,968.00.
3. The railroad will maintain the crossing between the track tie ends.
4. The City at its cost and expense provide traffic control, barricades and detour for
the crossing work and provide warning signs and pavement markings in
compliance and conformance with the Manual on Uniform Traffic Control
Devices on Sarazin Street.
5. The City will have its Contractor execute the railroad's standard and current form
of Contractor's Right-of- Entry Agreement.
6. The City agrees to protect any fiber optic cable systems that may be buried on the
railroad's property.
The City of Shakopee needs to complete this agreement in order to have the approved
crossing with signals and gates installed for the completion of Sarazin Street associated
with the 2003 Street Reconstruction Project. Staff had estimated $225,000.00 for this
work, as included in the feasibility report. The City had indicated in the feasibility report,
the City is responsible for this cost, as with previous railroad crossings in the City of
Shakopee, and will be paid for by Municipal State Aid funds.
ALTERNATIVES:
1. Offer Resolution No. 6082, a resolution authorizing the execution of a surface and
signal agreement between the Union Pacific Railroad Company and the City of
Shakopee for the 2003 Street Reconstruction Project No. 2003-3.
2. Do not execute this agreement.
3. Table for additional information.
RECOMMENDATION:
Staff recommends Alternative No. 1.
ACTION REQUESTED:
Offer Resolution No. 6082, A Resolution Authorizing the Execution of a Surface and
Signal Crossing Agreement between the Union Pacific Railroad Company and the City of
Shakopee for the 2003 Street Reconstruction Project No. 2003-3 and move its adoption.
411tl ~
Bruce Loney
Public Works irector
BUpmp
ENGRl2003 PROJECT 12003RECON/WORD/MEM6082
RESOLUTION NO. 6082
A RESOLUTION
AUTHORIZING THE EXECUTION OF A SURFACE
CROSSING AND SIGNAL AGREEMENT, BETWEEN THE
UNION PACIFIC RAILROAD COMPANY AND
THE CITY OF SHAKOPEE FOR THE
2003 STREET RECONSTRUCTION
PROJECT NO. 2003-3
WHEREAS, UNION PACIFIC RAILROAD COMPANY has tendered to CITY
OF SHAKOPEE an agreement covering a grade crossing at Sarazin Street in Shakopee,
Scott County, Minnesota; and
WHEREAS, the City Council of CITY OF SHAKOPEE has said proposed
agreement before it and has given it careful review and consideration; and
WHEREAS, it is considered that the best interests of said City will be subserved
by the acceptance of said agreement;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF
THE CITY OF SHAKOPEE, MINNESOTA:
That .the terms of the agreement submitted by UNION PACIFIC RAILROAD
COMP ANY as aforesaid be, and the same are hereby, accepted on behalf of said City.
That the Mayor, City Administrator and City Clerk of said City is 'hereby authorized,
empowered and directed to execute said agreement on behalf of said Company and that
the City Clerk of said City is hereby authorized and directed to attest said agreement and
to attach to each duplicate original of said agreement a certified copy of the Resolution.
Adopted in session of the City Council of the City of Shako pee,
Minnesota, held this day of ,2004.
Mayor ofthe City of Shakopee
ATTEST:
City Clerk
Gary J. Wilwerding Union Pacific Railroad Company
301 W. Lake St
Northlake,IL 60164
Manager Industry & Public Projects
(708) 649-5210
FAX (708) 649-5418
gwilwerding@up.com~ ..
I'
June 11, 2004
Crossing: Public
MN, Shakopee
Sarazin Street
MP 26.71
Mankato Sub.
DOT 185 324N
Mr. Bruce Loney
Public Works Director
City of Shakopee
129 Holmes Street South
Shakopee, MN 55379
Dear Mr. Loney;
SUBJECT: Reauest City's execution of Surface and Sianal Aaree~e~t
Attached are triplicate originals of the Surface and Signal crossing
agreement for the above location. Please arrange for City of Shakopee to
execute these agreements. Please return executed agreements to my
attention, at 301 West Lake Street, Northlake, IL 60164. Should the City
need to utilize the services of a contractor, the Contractors Right of. ~ntry
agreement will need to be fully executed prior to the beginning of work 'by
the contractor. If you have any additional questions, please contact either
me at (708) 649 5210 or Richard Ellison at (708) 649-5214.
Gary J. Wilwerding
/~:l.1W~J
Manager Ind. and Public Projects
:Public Road Improvement 12/04/00
Estimated Costs
Form Approved-A VP Law
Improvements to Existing Public Road At Grade Crossing
For Sarazin Street, DOT 185 324N (Old Viking Steel Road)
M.P. 26.71
Shakopee, Minnesota
TIDS AGREEMENT, executed in duplicate this _ day of June, 2004, by and between
UNION PACIFIC RAILROAD COMPANY, a Delaware corporation (hereinafter the "Railroad"),
and CITY OF Shakopee, a municipal corporation of the State of Minnesota (hereinafter the
"Political Body"), WITNESSETH:
RECITALS:
The Political Body has requested the Railroad to improve the existing Sarazin Street
crossing, at grade, along, over and across the Railroad's track and right of way at Mile Post 26.71,
Mankato Subdivision, DOT No. 185 324N, in City of Shakopee, Scott County, Minnesota to which
the Railroad is agreeable, but solely upon terms and conditions hereinafter set forth.
AGREEMENT:
NOW THEREFORE, in consideration of the premises and of the promises and conditions
hereinafter set forth, the parties hereto agree as follows:
1. The Railroad shall furnish all labor, material, equipment and supervision for, and
shall (a) install a 48 ft. precast concrete crossing, (b) field weld rail, (c) relay track at crossing with
136# rail, (d) renew the crossties, (e) surface the track with new ballast, and (f) install flashing lights
with 12" LED's, gates, cabin and constant warning time circuitry all at the intersection of the
Railroad's Main Linewith Sarazin Street at Mile Post 26.71 in Shako pee, Scott County, Minnesota,
as shown generally on Railroad's print dated January 13,2004, marked Exhibit A, hereto attached
and hereby made a part hereof.
2. The Political Body agrees to reimburse the Railroad for one hundred percent
(100%) of Railroad's preliminary engineering, actual labor and material costs associated with the
work and materials described in Section 1 above. The Railroad estimates such cost to be Two
Hundred Fifty One Thousand Nine Hundred and Sixty Eight Dollars ($251,968.00), as set forth in
Estimates of Material and Force Account dated May 27 and June 1,2004 marked Exhibit B, hereto
attached and hereby made a part hereof. During the performance of such work the Railroad will
provide progressive billing to Political Body based on Railroad's actual costs. Actual costs to the
Railroad shall include customary additives to materials, services and labor provided by the
Railroad. Within 120 Days after Railroad has completed its work, the Railroad will submit a final
billing to Political Body for any balance owed. Political Body shall pay the Railroad within thirty
(30) days of its receipt of all bills submitted by the Railroad.
3. The Railroad, at its cost, shall maintain the crossing between the track tie ends. If,
in the future, the Political Body elects to have the surfacing material between the track tie ends
replaced with paving or some surfacing material other than timber planking, the Railroad, at the
Political Body's expense, shall install such replacement surfacing.
4. The Political Body, at its sole cost and expense, shall provide traffic control,
barricades, and all detour signing for the crossing work, provide all labor, material and equipment
to install concrete or asphalt street approaches, and if required, will install advanced warning signs,
C:\DocumenU aad Scttings\ogmcoI93\Mr Documents\data\word\Shllkop"'e Sur.wn Street.dot 1
:Public Road Improvement 12/04/00
Estimated Costs
Form Approved-AVP Law
and pavement markings in compliance and conformance with the Manual on Uniform Traffic
Control Devices.
5. If Political Body's contractor(s) is/are performing any work described in Section 4
above, then the Political Body shall require its contractor(s) to execute the Railroad's standard and
current form of Contractor's Right of Entry Agreement. Political Body acknowledges receiptof a
copy of the Contractor's Right of Entry Agreement and understanding of its terms, provisions, and
requirements, and will inform its contractor(s) of the need to execute the Agreement. Under no
circumstances will the Political Body's contractor(s) be allowed onto the Railroad's premises
without first executing the Contractor's Right of Entry Agreement.
6. Fiber optic cable systems may be buried on the Railroad's property. Protection of
the fiber optic cable systems is of extreme importance since any break could disrupt service to users
resulting in business interruption and loss of revenue and profits. Political Body or its contractor(s)
shall telephone the Railroad during normal business hours (7:00 a.m. to 9:00 p.m., Central Time,
Monday through Friday, except holidays) at 1-800-336-9193 (also a 24-hour number, 7 day number
for emergency calls) to determine if fiber optic cable is buried anywhere on the Railroad's premises
to be used by the Political Body or its contractor(s). If it is, Political Body or its contactor(s) will
telephone the telecommunications company(ies) involved, arrange for a cable locator, and make
arrangements for relocation or other protection of the fiber optic cable prior to beginning any work
on the Railroad's premises.
7. The Political Body, for itself and for its successors and assigns, hereby waives any
right of assessment against the Railroad, as an adjacent property owner, for any and all
improvements made under this agreement.
8. Covenants herein shall inure to or bind each party's successors and assigns;
provided, no right of the Political Body shall be transferred or assigned, either voluntarily or
involuntarily, except by express written agreement acceptable to the Railroad.
9. The Political Body shall, when returning this agreement to the Railroad (signed),
cause same to be accompanied by such Order, Resolution, or Ordinance of the governing body of
the Political Body, passed and approved as by law prescribed, and duly certified, evidencing the
authority of the person executing this agreement on behalf of the Political Body with the power so
to do, and which also will certify that funds have been appropriated and are available for the
payment of any sums herein agreed to be paid by Political Body.
IN WITNESS WHEREOF, the parties hereto have duly executed this Agreement as of the
date and year first hereinabove written.
UNION PACIFIC RAILROAD COMPANY
By
Title:
ATTEST: CITY OF SHAKOPEE
By
City Clerk Title:
C:\Documcnts and Scuing.""ogme493\J\f)' Documents\datll\word\Shakopce SlI'uzin Strcet.doc 2
. Public Road Improvement 12/04/00
Estimated Costs
Form Approved-A VP Law
Pursuant to Resolution/Order
dated ,
hereto attached.
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EXHIBIT "S.ft:
DATE: 2004-05-27
ESTIMATE OF MATERIAL AND FORCE ACCOUNT WORK
BY THE
UNION PACIFIC RAILROAD
DESCRIPTION OF WORK:
INSTALL LED FL SIGNALS W/GATES, AND CWT IN NEW CABIN AT VIKING STEEL
ROAD IN SHAKOPEE, MN. M.P. 26.71 ON THE MANKATO SUB.
SIGNAL PROJECT MANAGER: ROY JAMES 245-2832
RAILROAD TO PERFORM ALL WORK / COST DISTRIBUTED AS FOLLOWS:
SIGNAL - CITY OF. SHAKO PEE 100% RECOLLECTIBLE I
PID: 46982 AWO: 43866 MP,SUBDIV: 26.71, MANKATO
SERVICE UNIT: 01 CITY: SHAKO PEE STATE: MN
DESCRIPTION QTY UNIT LABOR MATERIAL RECOLL UPRR TOTAL
----------- --- ---- ----- -------- ------- ----- -----
ENGINEERING WORK
ENGINEERING 1210 1210 1210
LABOR ADDITIVE 177.68% 9639 9639 9639
SIG-llWY XNG 4215 . 4215 4215.
-.. ------- -----___ ________ _____u__ _______~
TOTAL ENGINEERING 15064 15064 15064
SIGNAL WORK
BILL PREP 900 900 900
CONTRACT 5589 5589 5589
EARTH FILL/ROCK 1000 1000 1000
FOREIGN LINE FREIGHT 1118 1118 1118
LABOR ADDITIVE 177.68% 39258 39258 39258
MATL STORE EXPENSE 1682 1682 1682
METER SERVICE 2500 2500 2500
PERSONAL EXPENSES 16875 16875 16875
SALES TAX 3632 3632 3632
SIGNAL 22094 55892 77986 77986
TRANSPORTATION CHARGES 3340 3340 3340
------- -------- -------- -------- --------
TOTAL SIGNAL 62252 91628 153880 153880
---------------
LABOR/MATERIAL EXPENSE 77316 91628 -------- --------
RECOLLECTIBLE/UPRR EXPENSE 168944 o --------
ESTIMATED PROJECT COST 168944
EXISTING REUSEABLE MATERIAL CREDIT 0
SALVAGE NONUSEABLE MATERIAL CREDIT 0
-...------
RECOLLECTIBLE LESS CREDITS
THE ABOVE FIGURES ARE ESTIMATES ONLY AND SUBJECT TO FLUCTUATION. IN THE EVENT OF
AN INCREASE OR DECREASE IN THE COST OR QUANTITY OF MATERIAL OR LABOR REQUIRED,
UPRR WILL BILL FOR ACTUAL CONSTRUCTION COSTS AT THE CURRENT EFFECTIVE RATE.
~-'" _.... .. . ....... .... .. ... ..'
...,
.
FORM 30-1 PAGE 04 MORE
WORK ORDER AUTHORIZATION-DETAIL OF ESTIMATED EXPENDITURES
EST START: 05-27-04 PROJ NO: 46982
EST COMP: 12-31-04 A.W.O. NO: 43866 -'."'~
W.O. NO:
RAILROAD: UPRR CO. B.I. NO: 03EN10 .
LOCATION: SHAKOPEE,MN,VIKING STEEL RD,MANKATO SU STATE: MN
DEPARTMENT: ENGINEERING SERVICES VAL SEC: 2107A
----------------------------------------------------------~-------------------------------------
..____.______...._Un_n STOCK MATERIAL PLAN u_______n_n_____n__u_
ITEM ITEM. UNIT DIRECT
NUMBER DESCRIPTION COST QTY UM MATL $
-------- -------------------------------- ---------- ------ -- -------
02040420 BATTERY,GNB,75A9 OR 50A13 172 . 83 6EA 1037
02040660 BATTERY,GNB, 75A23 OR 50A27 305.05 7EA 2135
09011240 CABLE TIE, NYLON 1 1/8" MAX. DIA 0.02. 200 EA 4
09011980 CABLE TIE, NYLON 3 1/2" MAX. DIA 0.14 20 EA 3
09014950 CIRCUIT BRKR,120/240V 20A 2 POLE 14.60 lEA 15
09015690 CIRCUIT BREAKER, 120/240V 30A AC 5.96 lEA 6
09054300 REhAY,TAB 869 KRP11DN12V. SW.HTR. 6.52 lEA 7
09054360 REhAY, GEN. PURPOSE 120V. TAB 856 6.12 lEA 6
09057650 SOCKET,P-B 27E122 TAB 836A & 856 2.07 2EA 4
09065700 TAPE, ELECTRICAL PLASTIC 0.52 2R1 1
09066900 TERMINAL,SPADE,10-12 WlRE,#8 STUD 0.12 10 EA 1
09137100 TERM.LUG 3/16 CABLE-1/4 POST 2412 0.50 30 EA i5
09215100 33466 TERMINAL, RING TONGUE AMP 0.19 24 EA 5
09260350 TERMINAL,#16-14 #8 SPADE. 0.06 35 EA 2
09261420 321524-1 TERMINAL, TEST 16-22 A 1.61 4EA 6
09261570 321527-1 TERMINAL, TEST 1.53 15 EA 23
09401140 ADAPTER, 4 INCH CARLON PLASTIC 2.11 2EA 4
09409820 BUSHING, 4" PLASTIC, INSULATING 0.76 2 EA 2
09424920 CONDUIT, 4", PVC, TYPE 40 1.33 70 LF 93
09467930 LOCKNUT, 4 INCH, GALVANIZED 3.62 2EA 7
09602970 LAMP, HALOGEN, 10V, 251'1 3.80 7EA 27
09844170 GROUND ROD, 5/8 INCH X 8 FEET 4.37 12 EA 52
09846750 GRND.ROD CONN. 4WAY ONESHOT. 4.60 12 EA 55
.. 09908640 WlRE,#6 AWG.1 COND.COPPER,SOLID 0.11 300 LF 33
09912200 WIRE #6 AWG 2 CND 500'ROLL SHIELD 1.13 500 LF 565
09913200 WlRE,#6, 5 COND 500'ROLL SHIELDED 1.87 250 LF 468
09915610 WIRE #6 AWG 1 COND COPPER, STRAN 0.35 175 LF 61
09930550 WIRE #10 AWG 1 COND COPPER, STRAN 0.14 900 LF 126
09932310 WIRE #10 AWG 1 CONn COPPER, TWIST 0.31 170 LF 53
09946100 WIRE #14, 7 CND 500' ROLL SHIELDE 1.01 250 LF 253
09960090 WIRE #16 AWG 1 COND COPPER, STRAN 0.08 500 LF 40
13060230 TOGGLE, SPRING WING 3/8 0.43 3EA 1
13547870 SHEET METAL SCREW, #10 X 1 INCH 0.50 1 BX 1
13552450 SHEET METAL SCREW, #12 X 3/4" 1.98 2 BX 4
13553150 SHEET METAL SCREW #12 X l' 2.97 1 ax 3
17061400 PADLOCK, SIGNAL, WITHOUT KEY,AMERIC 12.79 9EA 115
28033210 CARTON, 39 1/8"L X 23 1/4"1'1 X 17 2.89 lEA 3
28033230 CARTON, 47 3/8"L X 39 1/2"1'1 X 18" 7.02 lEA 7
28041880 PALLET, 48 X 40 INCH 2/WAY 7.75 2EA 16
35040010 PLASTER OF PARIS, DENTAL GRADE 1. 02 25 L8 26
.~... ., -'" .. ~ .
. .
FORM 30-1 PAGE 05 MORE
WORK ORDER AUTHORIZATION-DETAIL .OF ESTIMATED EXPENDITURES
EST START: 05-27-04 PROJ NO: 46982
EST COMP: 12-31-04 A.W.O. ..NO: 43866
W.O. NO:
RAILROAD: UPRR CO. B.I. NO: 03ENI0
LOCATION: SHAKOPEE,MN,VIKING STEEL RD,MANKATO SU STATE: MN
DEPARTMENT: ENGINEERING SERVICES VAL SEC: 2107A
------------------------------------------------------------------------------------------------
39340220 SIGN, HIGHWAY CROSSING 50.00 2EA 100
52000450 SURGE PROTECTOR SP18-2A 109.87 2EA 220
52001370 SURGE PROTECTOR SP20-2A TAB 585 68.08 lEA 68
52003630 EXTENSION CORD - 12' 66.84 lEA 67
52005690 BOND WIRE, 7 STRANDS 0.45 350 LF 158
52016830 WIRE DUCT, 2X3 8.32 15 EA 125
52016940 WIRE DUCT, 3X3 9.69 3EA 29
52017510 WIRE DUCT COVER 2"X6' 1.82 15 EA 27
52017620 WIRE DUCT COVER 3'X6' 2.71 3EA 8
52019530 ENCLOSURE/SHUNT,POLE MOUNTED.24X2 128.44 5EA 642
52019560 EQUALIZER, H.D. TAB 583 8.98 18 EA 162
52021550 FOUNDATION,4',STEEL,FOR FLSHR/GAT 195.89 2EA 392
52025240 HOUSE, 6X6, SIGNAL XING 4300.34 lEA 4300
52027350 CLIP BOARD.- FOR SIGNAL PRINTS 6.43 lEA 6
52027430 STEP BOX 12.64 lEA 13
52028420 LIGHTNING ARRESTOR,CLR-COMM TAB 3 6.81 28 EA 191
52029780 LIGHTNING ARR,HO TAB 582 W/O BASE 9.64 4EA 39
52030010 LIGHTNING ARRESTOR CONN.STRIP 4.04 2EA .8
52039210 RECTIFIER,20EC,12V.TAB575 273.47 lEA 273
52039390 RECTIFIER, 40EC, 12V. TAB577 379.72 lEA 380
52040400 RESISTOR, ADJ.0.63 OHM TAB91 24.14 4EA 97
52040460 RESISTER, ADJ. 5 OHM/ TAB 90 12.75 lEA 13
52041200 RESISTANCE UNIT /ADJ .10 OHM. TAB 9 23.40 lEA 23
52042650 POST, MOUNTING, FOR SHUNT HOUSING 8.65 10 EA 87
52068650 TERMINAL, #6 - 5 WIRE - RING TYPE 0.13 20 EA 3
52070010 TERMINAL,#12-10 WlRE,RING TONGUE 0.08 300 EA 24
52071600 TERMINAL,#20-16 WIRE, RING TONGUE 0.06 150 EA 9
52072280 TERMINAL BLOCK, SIGNAL 2 POST BAK 2.25 54 EA 122
52072510 TERMINAL BLOCK, SIGNAL 3 POST TEST 6.13 3EA 18
52072740 TERMINAL BLOCK, SIGNAL 12 POST 6 8.92 lEA 9
52072960 TERMINAL BLOCK, SIGNAL 12 POST 6.98 4EA 28
52074550 TEST LINK, INSULATED ASSEMBLY TAB 0.66 15 EA 10
52079550 WIR2 TAG, PLASTIC - WHITE 0.12 100 EA 12
52079560 MARKING PEN (FOR WHITE TAG) 1.95 lEA 2
52092200 CRTU. W/CELLEMTRY TRANSCEIVER 1694.21 lEA 1694
52108120 LED FL/GATE ASSY.2 WAY LIGHTS 6662.35 2EA 13325
52109370 GATE ARM, ADJ.16-32' 228.87 2 EA 458
52122140 HIGH WIND BRACKET saOR 4" 63.99 2EA 128
52136470 SHKAR PIN, SK-I000-l 5.50 2EA 11
52200300 EVENT ANALYZER RECORDER (SEARIII) 2112 .00 lEA 2112
52207150 GRADE CROSSING PREDICTOR GCP 4000 16266.00 1 EA 16266
52258590 NBS, TAB 641, 62775-1543 382.02 4EA 1528
52263600 SURGE ARRESTOR, METER LOOP. 27.97 lEA 28
52264040 SURGE PANEL - TAB 618 198.03 lEA 198
52267200 TRANSCEIVER MODULE. FOR GCP 4000 3036.00 lEA 3036
52276150 SS XING CONTROLLER MODULE FOR GCP 1716.00 lEA 1716
..' "., ....... . ....
. .
FORM 30-1 PAGE 06 MORE
WORK ORDER AUTHORIZATION-DETAIL OF ESTIMATED EXPENDITURES
EST START: 05-27-04 PROJ NO: 46982
EST COMP: 12-31-04 A.W.O. NO: 43866
W.O. NO:
RAILROAD: UPRR CO. B.I. NO: 03EN10
LOCATION: SHAKOPEE,MN, VIKING STEEL RD,MANKATO SU STATE: MN
DEPARTMENT: ENGINEERING SERVICES VAL SEC: 2107A
------------------------------------------------------------------------------------------------
52278850 INTELLIGENT LIGHT OUT DETECTOR It 382.00 lEA 382
52959000 POWER TAP MATERIAL 1000.00 lEA 1000
52973500 TUNED NARROW BAND SHUNT 500.00 lEA 500
53648010 INSULATING CAP Eo SHIELD ASSY. 2.02 4EA 8
53903460 EPD 120/240TDFL SURGE PROTECTOR 251.98 lEA 252
53954500 180429-000 BOOTLEG KIT 43.62 7EA 305
TOTAL 55,897
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~ 1.\ REPLACE TfE: EXISTING H.\I.So'S FilR SHENANOOAH :;:
0: DRIVE WITH TWO NEW 2B5 HZ N.B.So'S eTAB Mil ~ I
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... -. 2.l IF THE POWER COMPANY RELOCATES THE POWER ...:
'" ~ = TWISTED WIRES POLES FOR THE WIDENING OF THE CROSSING THEY II) I
t; INSULATEO I TWIST PER FT. WILL NEED TO RAISE THE LIlES DR RELOCATE t; I
W ALL TRACK wIRES 2C.'& TfE: POLES TO AVD.ID A CONFLICT wITH THE w I
~ TRANSMITTER AND RECEIVER LEAOS CROSSING GATE IN THE NORTHEAST QUADRANT. ~:
8 l~~ME~~e~~O N~~ ~~c~~~s~A~;~i~~H, 8
RECOMMENOATlON.
TCP OF FOUNDATION TO BEAT SAME ELEVATION
AS THE SURfACE OF THE TRAVELED WAY & NO
MORE THAN 4' AllOVE THt:: SURFACE OF THE GROUND.
ALL BUNGALOW WIRING TO BE 'IS AWG FLEX
UNLESS OTHERWISE SPECIfiED EXCEPT ALL GROUND
WIRE TO BE '6 AWG FLEX OR LARGER,
ALL WIRING IN GATE MECHANISM TO BE '10 "AWG FLEX'.
REFER TO UP STANDARD oWG FOR BUNGALOW GROUNDING.
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I 00 NOT USE 7 CELLS OF 812 BA TTERT UNLESS
: REQUIRED TO MAINTAIN MINIMUM LAMP VOLTAGE.
: ALL LIGHTS TO BE 12' ROUNDELS. <K1rm\;r :
: :: :: = = :: = 4.X SO.CONOUIT ~;j:~~jlt~ :
: 0 LIGHTS. LEO LlGH1S Jt~'W.....l!Im l
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MANKATO SUBDIVISION
S~N 0.o.T."IB5 324/'1
I KIOIFICATICII LE'lEL UlIlJ'l P IFIC DES. VITT UN OAT 1-13.04
: Q,A.LAST LEYEL CIIC'O. DO It\~ ~ 01110 wITT SHAKOPEE. MINNESOTA E
I LAST U;:YEL. HOO. THIS TYP. OQ '-'\ CHC, A....T. SllEET I
I I.AST LEVEL 6. ~SlllI.ER.!Xl \. . A.F.E. 43868 HIGHWAY CROSSING SIGNAL DWG 2671
: H"""" CONTROL CIRCUITS .
: C ANCED FROM TYP,1 YIN Y SIGIW. CE'S1lJ'l 10' HEA2611.IX OFFICE Ill' CHIEF END'A 0IWfA ~BA. RTE -MER I
I IREV.03.0&.OllllTKBG.1l l
, .
-. ...... ....-... .........
EXHI81"[ !o'SU
DATE: 2004-06-01
ESTIMATE OF MATERIAL AND FORCE ACCOtrnT WOm;:
, BY THE
WION PACIFIC RAILROAD
DESCRIPTION OF WORK:
LOCATION: SHAKOPEE,MN/ V:IKING STEEL fU)/ MANKATO SUB/ HE' 26.71
UPRR TO mSTALL 48 FEET OF CONCImTE ROAD CROSS:INGS.
P:ID: 46981 AWO: 43865 MP, SUBDIV: 26.71, MANKATO
SERVI:CE WIT: 01 C:ITY: SHAKOPEE STATE: MN
DESCRIPTION Q'l'Y WIT LABOR MATER:IAL RECOLL UPRR TOTAL
----------- --- ---- ----- -------- ------- ----- -----
EN'GDmERJ:NG WORK
EN'GINEERmG 1500 1500 1500
LABOR ADD:ITrIE 232% 3480 3480 3480
------- -------- -------- -------- --------
TOTAL ENGINEERmG 4980 4980 4980
SI:GNAL WORK
MATL STORE EXPENSE :I. :1 1
SALES TAX :I. 1 1
SIGNAL 887 47 934 934
------- -------- -------- -------- --------
TOTAL SJ:GNAL 887 49 936 936
TRACK &: SURFACE WOm;:
BALAST 2.00 CL 527 1191 1718 1718
DRAJ:N'AGE XMPROVEMEN'l'S 2000 2000 2000
EQUJ:P RENTAL W/OPER 2000 2000 2000
FJ:ELD WELD 39 39 39
FOREIGN FREJ:GHT 100 100 100
HOMELINE FREIGHT 1500 :1500 1500
LABOR ADDITI:VE 232% 24835 24835 24835
MATL STORE EXPEN'SE 293 293 293
O'l'M 1245 1871 3116 3116
RAIL 148.00 LF 1000 1719 2719 2719
RDXING 44.00 TF 4791 6125 10916 10916
ROADWAY APPROACH WORK 10000 10000 10000
SALES TAX 553 553 553
TRJ:FFJ:C CONTROL 5000 5000 5000
TRK-SlJRF,LJ:N 1753 1753 1753
WELD 1266 265 1531 1531
XTIE 38.00 EA 6267 2768 9035 9035
------- -------- -------- -------- --------
TOTAL TRACK &: SURFACE 41723 35385 77108 77108
------- --------
LABOR/MATERIAL EXPENSE 47590 35434 -------- --------
RECOLLEC'l':tBLE/UPRR EXPENSE 83024 o --------
ESTIMATED PROJECT COST 83024
EX:IST:ING REUSEABLE MATERIAL CREDIT 0
SALVAGE NONUSEABLE MATERIAL CREDIT 0
--------
RECOLLECTIBLE LESS CREDITS
THE ABOVE FIGURES ARE ESTIMATES ONLY AND SUBJECT TO FLUCTUATJ:ON. :IN THE EVENT OF
AN INCREASE OR DECREASE I:N THE COST OR QUAN'1'I:'l'Y OF MATERIAL OR LABOR REQU:IRED f
UPRR WILL BILL FOR ACTUAL CONSTRUCTION COSTS AT THE CURRENT EFFECTIVE RATE;
0
......u. . .... .. ....
FORM 30-1 PAGE 04 MORE
WORK ORDER AUTHORIZATION-DETAIL. OF ESTIMATED EXPENDITURES
PROJ NO: 46981
A.W.O. NO: 43865
W.O. NO:
RAILROAD: UPRR CO. B. I. NO: 04ENI0
LOCATION: SHAKOPEE,MN,VIKING STEEL RD,MANKATO SU STATE: MN
DEPARTMENT: ENGINEERING SERVICES VAL SEe: 2107A
------------------------------------------------------------------------------------------------
------------------------- STOCK MATERIAL PLAN --------------------------
ITEM ITEM UNIT DIRECT
NUMBER DESCRIPTION COST QTY OM. MATL $
-------- -------------------------------- ---------- ------ -- -------
09065700 TAPE, ELECTRICAL PLASTIC 2.02 lRL 2
091356502363 J,SLEEVE,4-6,REDUCING 0.48 10 EA 5
09136370 2367 J SLEEVE, SPLICING, 4-4 0.47 10 EA 5
09874890 STAPLE, COPPERWELD 3/8 X 1 3/4 X 0.16 . 12EA". 2
13054000 TIMBER SPIKE, TORXHEAD 3/4" X 12" 0.93 99 EA 92
50279990 XTIE 7"X9"XI0' PREPLT FOR 6" RAIL 72.85 38 EA 2768
50361010 E~2055 GALV RH E-CLIP PA 2.37 150 EA 356
51032010 CULVERT PIPE, 6 INCH STEEL 49.98 .6 EA 320
51033790 CULVERT PIPE BANDS 6.86 .13 EA 89
51035570 CULVERT PIPE ELBOW 45 DEGREE FLEX 18.65 4 EA. 75
52005690 BOND WIRE, 7 STRANDS 0.45 50 LF . 23
52007040 WEB WELD BOND WIRE TK.CIRC.CONN. 2.77 4EA 11
54002000 ASPHALT, C~OSSING FILL 30.00 33 TN .. . 990
54013010 XING,CONC.133-141HRL(10WI .8'PANE 839.16 5 ST 4615
55001190 ENGINEERING FABRIC, 12'6" WIDTH 139.68 ORL - . 75
55063440 TRACK BOLT 1-1/16 X 6 W/SPG WASHE 32.29 2KE 81
55113900 RAIL 136* HC BLANK NEW 11.62 148 LF 1720
55240930 COMP JT 136iRE/115*RE LH 169.98 4 JO .680
55241240 COMP JT 136iRE/115#RE RH 169.77 4 J() 679
55255300 FIELD WELD KIT, 136* ONE SHOT 60.97 4 EA 244
55264570 PACKING SAND, PRE-MIXED {PER SACK 22.48 o CA 18
55264930 REFRACTORY PASTE 1.83 lEA 2
56207660 BALIAST, CLASS 1 "0" 6.27 1~0 TN 1191
TOTAL 14,043
MATL STORE EXP 299
SALES TAX 561
. .