HomeMy WebLinkAboutChange Order No. 8 - South Bend One-Way to Two-Way Conversion - Rieth Riley Construction1316 COUNTY -CITY BUILDING
227 W. JEFFERSON BOULEVARD
SOUTH BEND. INDIANA 46601-1830
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CITY OF SOUTH BEND PETE BUTTIGIEG, MAYOR
BOARD OF PUBLIC WORKS
November 8, 2016
Josh McCormick
Rieth-Riley Construction Co., Inc.
25200 State Road 23
South Bend, IN 46614
PHONE 574/235-9251
FAX 574/235-9171
RE: Change Order No. 8 — South Bend One -Way to Two -Way Conversion, Division B
Project No. 116-001
Dear Mr. McCormick:
The Board of Public Works, at its meeting held on November 8, 2016, approved the above
referenced Change Order for an increase of $58,442.42, bringing the current contract amount
to $17,306,460.73.
Enclosed is a copy of the Change Order for your records.
If you have any further questions regarding this matter, please call this office at (574) 235-
9251.
Sincerely,
Linda M. Martin, Clerk
Enclosure
c: Toy Villa, Engineering
Michael Divita, Engineering
Beth Leonard, Engineering
Judy Love, Engineering
GARY A. GILOT SUZANNA M. FRITZBERG ELIZABETH A. MARADIK JAMES A. MUELLER THERESE J. DORAU
DATE:
PROJECT NO:
CITY OF SOUTH BEND, INDIANA
DEPARTMENT OF PUBLIC WORKS
PROJECT CHANGE ORDER
10/4/2016
PROJECT NAME:
CONTRACT DATE:
CHANGE ORDER NO:
SUBJECT OF CHANGE ORDER:
116-001 DIV B
116-001 South Bend One-way to Two-way Conversion
2/26/2016
8
PCR #8-Parking revision LaSalle and Michigan (change order26)
Light Pole Foundation (change order 27) Hawk Signal (change
order 28) Saw cutting Bike Path (change order 31) speed limit
Revision (Change order 29)
The original contract sum $ 16,131,908.36
Net change by previously authorized change orders $ 1,116,109.95
The contract sum prior to this change order $ 17,248,018.31
By this Change Order, the project amount is Increased
❑ Decreased $ 58,442.42
The new contract sum including this change order $ 17,306,460.73
This Change Order represents a total change of 0.34 %
Total change for entire project 7.28 %
Original contracted completion date/time
Extension of date/time by previous change orders
Date/time extension by this change order
New completion date/time
CONTRACTOR
— oen ractoragRattlhe
Printed Name and Title
Rieth-Riley Construction CO., INC.
Company Name
25200 State Road 23
Address
South Bend, Indiana, 46614
City, State, Zip
0 days
6/1 /2017
RECOMMENDED FOR APPROVAL
CONDUCTION MANAGER
CITY OF SOUTH BEND
BOARD OF PUBLIC WORKS
Approved Date: li 400
GaryA. Gilot, Presidpnt
Elizabeth A Maradik, Member
Therese J. Dorau�'Mem er
James A. Mueller, Member
Change Order No. 28
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
OWNER:
City of South Bend
ENGINEER:
American Structurepoint, Inc.
Patrick K. Wooden, P.E.
Professional Engineer No. 10504741
CONTRACTOR:
Rieth-Riley Construction
PROJECT:
South Bend One -Way to Two -Way Conversion Division B
Project No. 116-001
SUBJECT:
HAWK Signal
ISSUE DATE:
October 3, 2016
This Change Order to the Contract document shall supplement, amend, and shall become a
part of, and be incorporated as an Addendum to the Contract.
The following is a summary and description of the revisions to the Contract by this Change
Order:
1. Replace the traffic signal controller to be used for the emergency signal located on
Michigan Street at South Bend Fire Station #1 in order to ensure compatibility with
the proposed HAWK signal at this location.
The following sections of the Contract Documents are revised as a result of the above changes:
1. Bid/Proposal Form:
Division B:
Add EWA Line Item No. 470: CONTROLLER, 1 EA @ $8,844.17/EA for a total
addition of $8,844.17.
Sheet 1 of 3
Change Order No. 28
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
SPECIFICATIONS:
The following special provision have been added to the Contract Documents and is issued as a
part of this Change Order:
C00061I1, CONTROLLER (NEWJ
A. Prevailing Specification: 2016, INDOT Standard Specifications Sections 805 and 922
B. Additions:
1. A new ACS/3-1000 or greater controller is to be installed in the existing signal
cabinet utilized to control the HAWK signal that provides access to Fire Station
#1 (1222 S. Michigan St.). The existing signal controller shall be removed and
delivered to the City of South Bend at the salvage location specified in this
document.
DRAWINGS:
No change required.
END OF CHANGE ORDER NO. 28
Sheet 2 of 3
Project No. 116-001 Change Order No. 28 — 10/3/16
,`4pC lfl RE
CITY OF SOUTH BEND
7
9 � d<
PROJECT NAME:
One -Way to Two -Way Street Conversion —Division B
PROJECT NUMBER: 116-001
Division A:
Item
K
:QuantityNo•Description
Unit
Unit Price
Total Amount
470
CONTROLLER
+1
EA
$8,844.17
$8,844.17
OWNER: City of South Bend CONTRACTOR: Rieth-Riley
Construction
Signature
Date
Date
$8,844.17
Sheet 3 of 3
Mr. Myron Cohagan
Lochmueller Group
130 South Main St. Suite 300
South Bend, IN 46601
RE: Division B, EWA 026: Hawk Signal
Dear Mr. Cohagan,
September 15, 2016
Per your request, the following is Rieth-Riley's pricing for the purchasing of the Hawk Signal Materials
which were originally going to be provided by the City. The installation of these items will be paid under
existing unit pricing already established in this contract. Upon approval of this pricing Pemberton Davis
will begin installation.
Item #
Qty
Unit
Description
Unit Price
Total
EWA
1
LSM
Hawk Signal Materials
$8,844.17
$8,844.17
TOTAL
$8,844.17
I have attached all the documentation which supports this pricing. Please let me know if you have any
questions or require any additional information.
Respectfully,
Scoff-KLrklaa� c,
Scott Kirkpatrick
Estimator/Project Manager
Rieth-Riley Construction
25200 S.R. 23 • SOUTH BEND, INDIANA 46614 • TELEPHONE: (574) 288-8321 • FAX: (574) 233-3464
ICA EXTRA WORK AGREEMENT
UAT E: 9/15/16
CONTRACT: 116-001 PROJECT: DivisionB Two -Way Streets_
FORCE ACCOUNT/EXTRA WORK FOR: EWA 026Hawk Signal
LABOR 109.04 (a)
WEEK ENDING: June 15, 2016
EMPLOYEE
Regular
Overtime
Oouble0meI
TOTAL
RATE
EXTENSION
ENGINEER
0.Do
$35.00
$0.00
FINISHER CRAFT FOREMAN ELKHART/ST JOE
0.00
$32.17
$0.00
FINISHER, CRAFT FOREMAN LAPORTE
0,00
$0.00
FINISHER, JOURNEYMAN ELKHART/6T JOE
0.00
$29.92
$0.00
FINISHER, JOURNEYMAN LAPORTE
0.00
$0.00
FOREMAN, ELKHARTIST. JOSEPH
0.00
$24.15
$0.00
FOREMAN,ESOP
0.013
$40.00
$0.00
FOREMAN, FINISHER, ELKHART I ST. JOSEPH
0.00
$32.82
$0.00
FOREMAN, FINISHER. LAPORTE
0.00
$0.00
FOREMAN, LAPORTE
0.00
$0.00
TABORER, ELKHART/ST. JOSEPH
0.00
$22.62
$0.00
LABORER, LAPORTE
0.00
$23.62
$0.00
MECHANIC
0.00 I
sn5R sn
$0.00
OPERATOR ELKHART
0.00
$29.15
$0.00
RA OPETOR LAPORTE I ST. JOSEPH
0.00
$39SS
$0.00
CA TECH
0.00
$30.00
$0.00
PROJECT SUPERINTENDENT
4.no
i
4.00
$50.00
$200.00
TEAMSTER
0.00 1
$27.91
$0.00
TOTAL LABOR $200.00 (1)
FICA 7.65 IN x LINE (1) $15.30 (2)
FRINGES
EMPLOYEE
HOURS
RATE
EXTENSION
ENGINEER____
O;nO %
_ 0_00 ! %
OypO X
0.00 %
000-x
$12.50 -
$1_3.4
_ $1_3.44' _
$13.44�
$0.00
$0.00
$0.00
_ $0.00
$0.00
FINI6HER,GMFT FOREMAN ELKHART _
FNISHER, CRAFT FOREMANLAPORTE0.00$13.44A_
FINISHER, JOURNEYMAN ELKHART
FINI6HER, JOURNEYMAN LAPORTE
FOREMAN. ELKHART/ ST. JOSEPH
$17.�00
$15_01)
$0.00
FOREMAN, ESOP
n.on X
Ono %
FOREMAN, FINISHER, ELKHARTIST. JOSEPH
$13.44'
_
$0.00
FOREMAN, FINISHER, LAPORTE
0.00 $13.44
D00 % $17.00
-
$0,00
FOREMAN, LAPORTE
=
$0.00
LABORER, ELKHART/ST. JOSEPH
_
_ 000 _ X_-__$12.96
0.00 X ! $1396
0.00 x 7 $1668
0.00 % 71
=
$0.00
LABORER LAPORTE
=
-
$0.00
$0.00
MECHANIC _
OPERATOR ELKHART
-
$0.00
$0,0_0
OPERATOR LAPORTE I ST. JOSEPH
_$22
C.00 _ _x 1_ $2_6.15
0.Do x I $12_50
L__ $12.50
OA TECH _
_
PROJEOTSUPERINTENDEN=
_$0.00
$50.00
TEAMSTER
_ _4_00__X
OJ % $13.44
$0.00
TOTAL FRINGES $50.00 (3)
WORKERS COMPENSATION 19_60 % X
LINE (1)
$39.20 (4)
BODILY INJURY INSURANCE 2.10 % %
LINE (1)
$4.20 (5)
PROPERTY DAMAGE INSURANCE 0.00 % x
ONE (1)
$0.00 (6)
STATE UNEMPLOYMENT 4.30 % X
LINE (1)
$8.60 (7)
FEDERAL UNEMPLOYMENT 0.80 % x
LINE (1)
$1.60 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3)
$0.00 (a)
TOTAL LINES 1, 2, 3, 4, 5, 6, 7, 689
$318.90 (10)
20%x UNE(10)
$63.78 (11)
GRAND TOTAL LABOR LINES (10)-(11)
$382.68 (12)
Page 1 of 3
INSURANCE. TAXES 109.04
WEEK ENDING: June 15, 2016
INSURANCE
TAXES
MATERIAL 109.04 (c)
m
TOTAL: LINE (13) + (14) $0.00 (15)
10 %x LINE (15) $0.00 (1E)
GRAND TOTAL FOR INSURANCE, TAXES: LINE(15)+(16) $0.00(17)
WEEK ENDING: June 15, 2016
MATERIALS PURCHASED:
MATERIALS MANUFACTURED
EQUIPMENT 109.04 (d)
TOTAL: LINE(18)+(19)
12 %x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20)+(21)
WEEK ENDING: June 15, 2016
$0.00 (18)
$0.00 (19)
$0.00 (20)
$0.00 (21)
$O.OD (22)
CONTRACTOR OWNED EQUIPMENT
BLUE BOOK ADJUSTED
MONTHLY RATE i ns
HRS
BLUE BOON OPERATING
RATE iHR
BLUE BOOK TOTAL
COST PER HOUR
HOURS
EXTENSION
PICK-UP TRUCK 3/4 TON
$8.751
$12.481
$21.231
4.001
$84.92
PICK-UP TRUCK i TON
$9.891
$13.781
$23.671
1
$0.00
FLATRACK TRUCK
$16.661
$16.85
$33.511
1
$0.00
LOWBOY
$47.631
$43.251
$90.881
1
$0.00
TILT TOP TRAILER
$6.501
$2,851
$9.35
$0.00
TRI-AXLE DUMP TRUCK
$38,121
$41.10
$79.221
1
$0.00
QUAD -AXLE DUMP TRUCK
1 $40.591
$42.501
$83.09
$0.001
CX75 EXCAVATOR
$45.541
$16.951
$62.491
1
$0.00
CX210 EXCAVATOR
$73.261
$36.01
$109.361
$0.00
CX330 EXCAVATOR
$113,851
$59.301
$173.151
$0.00
850 DOZER
$53,891
$26.301
$80.19
$0,00
SKIOSTEER
$26.601
$15.201
$41.801
1
$0.00
CAST 938 LOADER
$42.561
$23.651
$66.211
1
$0.00
CAT 950 LOADER
$56.951
$28.001
$84.951
1
$0.00
MAINTAINER
$41.371
$20.151
$61.52
$0.00
GRADER 12
$55.03
$27.30
$82.33
$0.00
GRADER 140
$61.31
$30.80
$92.11
$0.00
Dirt Roller
$34.95
$22.751
$57.701
$0.00
Asphalt Pave
$268.08
$88.45
$356.53
$0.00
Distributor
$34.70
$8.70
$43.40
$0.00
ROLLER 3-5 TON
1JIAsphalt
$78.59
$27.10
$105.69
$0.00
ROLLER B-12TON
$93.44
$29.10
$122.64
$0.00
AIR COMPERSSOR
$19.20
$8A2
$27.32
$0.00
TOTAL CONTRACTOR OWNED EQUIPMENT
$84.92 (23)
RENTED EQUIPMENT (ATTACH DAILY COPIES OF INVOICES)
$0.00 (24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00 (25)
TOTAL LINES (23) + (24) + (25)
$84.92 (26)
12 %x LINE (26)
$10. 19 (27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$95.11 (28)
Page 2 of 3
SUBCONTRACTORS 109.04 (f)
WEEK ENDING: June 15, 2016
AMOUNT
TOTAL SUBCONTRACT WEEK ENDING $7,636.12 (29)
10 % x LINE (30) $3,000.00 OR LESS $300.00 (31)
7% x LINE (30) OVER.$3,000.00 $324,53 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $8,260.65 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) & (33)
1 1 % OF BOND RATE BASED UPON LINE (34)
10 %x LINE (35)
TOTAL EXTRA WORK LINES: (34) + (35) + (36)
Page 3 of 3
$8,738.44 (34)
$96.12 (35)
$9.61 (36)
$8,844.17 (37)
Hawk Signal Controller
PAGE 1 OF 3
Pemberton Davis Electric
DATE: 9116116
CONTRACT 182704
FORCE ACCOUNT EXTRA WORK
Description
Hawk Signal Controller
LABOR : 109.DS (aI WEEK ENDING:
PROJECT: Two -Way Street Conversion
EMPLOYEE
REGULAR
OVERTIME
DOUBLETIME
PAY HOURS
RATE
I TOTAL
ELECTRICIAN FOREMAN
8
12
36.00
$432.00
ELECTRICIAN
29.85
GROUNDMAN / OPERATOR
33.95
GROUNDMAN / TRUCKDRIVER
23.80
OPERATOR, CLASS 1
42.86
OPERATOR, CLASS 4
24.60
LABORER FOREMAN
23.62
LABORER
20.12
LABORER
20.12
20.12
TOTAL
LABOR
S432.00
(1 )
FICA 7,65%
X
LINE (1)
$93.05
(2 )
FRINGES:
ELECTRICIAN FOREMAN
8 HRS
X
$14.17 = $113.36
ELECTRICIAN
HRS
X
$11.51 =
GROUNDMAN / OPERATOR
HRS
X
915.20 =
GROUNDMAN / TRUCKDRIV
HRS
%
$9.21 =
OPERATOR, CLASS i
HRS
X.
$25.60
'
OPERATOR, CLASS 4
HRS
X
$9.66 =
LABORER FOREMAN
HRS
X
$12.46 =
LABORER
HRS
X
$12.46 =
LABORER
HRS
X
$12.46
FIRS
X
TOTAL FRINGES
$113.36
(3)
WORKMEN'S COMPENSATION
7.10%
X LINE(1)
111
(4)
BODILY INJURY INSURANCE
2.10%
X UNE(1)
$9.07
(6)
PROPERTY DAMAGE INSURANCE
R42%
X LINE (1)
nu
(a)
STATE UNEMPLOYMENT
5.00%
X LINE(1)
$24.19
(7)
FEDERAL UNEMPLOYMENT
0.80%
X UNE(1)
$3.46
(B)
TRAVEL ALLOWANCE OR SUBSISTENCE
(9)
TOTAL: LINES (1)+(2)+(3)+(4)+(5)+(6)+(7)+(8)
+(9)
$647.02
(10)
20%X LINE (10)
$129.52
(11)
GRAND TOTAL LABOR: LINES
(10) + (11)
$777.14
(12)
Hawk Signal Controller
PAGE 2 OF 3
INSURANCE, TAXES : 109.05 (b )
INSURANCE:
( 1.80% X LINES (12)+(20)+(26)1
$134.78
(13)
TAXES
(14)
TOTAL: LINES (13) + (14)
5134.78
(15 )
10% X LINE (16)
$13.48
(16)
GRAND TOTAL FOR INSURANCE, TAXES: LINES (15) + (18)
$148.26
(17 )
MATERIALS :
109.05 (a)
TOTAL MATERIALS
$5.706.55
(18)
12%X LINE(18)
$694.39
(19)
GRAND TOTAL MATERIALS: LINES 118) + (19)
36,480.94
(20 )
EQUIPMENT : 109.05 (d )
CONTRACTOR OWNED EQUIPMENT:
MACHINERY OR SPECIAL EQUIPMENT
BLUE BOOK
ADJ. MO. RATE
/ 175 HIRE.
BLUE BOOK
OPERATING
RATE/ HR
BLUE BOOK
TOTAL COST
PER HOUR
NO. OF
HOURS
EXTENSION
SERVICE TRUCK 1
$9A3
525.06
$34.19
6
3205AB
BUCKET TRUCK 2
524A4
526.21
$49.35
LINE TRUCK 3
.943.81
1 S3786
1 581.67
DUMP TRUCK 41
512,02
1 $23.24
1 535.26
SIGN TRUCK 51
356.10
1 557.90
1 $114.00
LOOP TRUCK ( LESS SAW) 6
$21.68
1 $53.47
1 $75.35
PICK - UP TRUCK 7
$4.39
$12.73
$16.52
TRUCK CRANE-15 TON 85 FT., 8X4, DSL B
$43.50
542.42
5&5.92
BACKHOE - CASE # 580 L. 80 HP, 1.03 CYD, F 9
1 $15.05
$17.60
532.74
TRENCHER-DAN#6510, W/BACKHOE 10
$17.64
$14.34
$31.98
TRENCHER-DAV#401014500, W/BACKHO 11
1 314.88
$11.48
$26,36
TRENCHER -DAV#367013700 12
1 $9.94
$8.14
Siam
BORING MACHINE -VERMEER#D24X40AW 13
1 $87.87
1
$162.01.
$249.88
FIBER OPTIC CABLE VAN WITH O.T.D.R. 14
j $12.42
$23.27
535.69
FIBER OPTIC FUSION SPLICER ( LESS VEF 15
$8.33
$722
$16.66
HYORAULIC EXCAVATOR. GRADALL GS-R 16
537.89
$37.71
575.g0
HYDRAULIC EXCAVATOR -CAT E1201312C 17
1 $26.83
1 523.88
1 $50.79
LOADER -SKID STEER B/C#773-T 18
$1077
$11.56
$22.33
LOADER -SKID STEER SIC4883 19
1 $12.09
$13.93
$26.02
LOADER -SKID STEER B/C#864 20
1 513.63
$13.20
$28.83
ROCK BREAKER-Z-86, FOR SKID STEER 21
$4.32
$2.10
$0.42
TRACTOR ON HIGHWAY-8X4, 310 HP, D51 22
517.83
531.39
$49.22
TRAILER, EQUIPMENT, - 3 AXLE, 20 Ff., 7C 23
$9.52
$7.15
$16.67
TRAILER, GOOSENECK,- 2 AXLE, 18 E.. 3 24
58.93
55,55
$12.48
TRAILER, EQUIPMENT - 2 AXLE, 8 TON 26
S7.%
$IAA
52.83
AIR COMPRESSOR -ROTARY SCREW, 185 1 26
$3.85
$10.40
$14.25
PAVEMENT BREAKER - 9D I.E. 27 1
SD.53
$0.45
$0.98
ROCK DRILL 7 CORING MACHINE 28 1
$0.97
$0.85
$1.52
CHIPPING HAMMER 29 1
$1.35
$0.45
$1.80
SMALL GENERATOR - 5 KW MAX. 30 I
Saw
$3.66
$4.52
VIBRATORY PLATE COMPACTOR, MANUAL ( 31 1
$4.30
$3.71
SB.01
CUT-OFF SAW 32 1
51.48
$17.32
$18.80
MAGNETIC DRILL (LESS BITS) 33
$1.0
$0.70
$1.75
CONCRETE SAW - 35 HP 34
$5.87 I
$13,35
$19,22
TRAFFIC LINE REMOVER 35 1
$2.79 1
$3.21
$8.00
ARROW BOARD -DIESEL 36
52.19
$1.20
$4.00
ARROW BOARD - SOLAR 37
51,74
$0.50
$2.24
CRASH ATTENUATOR FOR TRUCK MOUNT 38
$3.97
$0.60
$4.57
HYDRAULIC SENDER 39
$10.39
$4.30
$14.69
TRASH PUMP W/HOSE 8 GENERATOR 40
$5.10
$6.07
$11.17
TOTAL CONTRACTOR OWNED EQUIPMENT $205.16 (21 )
RENTED EQUIPMENT - (22)
FUEL, LUBRICANTS, 8 TRANSPORTATION COSTS (23)
TOTAL: LINES (21)+(22)+(23) $205.16 (24)
12%X LINE (2A) $24.62 (26)
GRAND TOTAL EQUIPMENT : LINES (24) + (25) $229,78 (26)
9
Hawk Signal Controller
PAGE 3 OF 3
SUBCONTRACTS : 109.06 (f)
SUBCONTRACTS WEEK ENDING :
URN PH<S
• TOTAL. SUBCONTRACTS WEEK ENDING (27)
TOTAL SUBCONTRACTS TO DATE - (28)
10% X LINE (28 ), FOR FIRST $3,000.00 (20 )
7% X BALANCE OF LINE (28), IF LINE (28) IS OVER $3,000 -- (30)
GRAND TOTAL SUBCONTRACTS: LINES (28)+(29)+(30) (31)
TOTAL: LINES (12). (17). (20), (26). 8 (31) $7,035.12 (32)
1.1% BOND RATE BASED UPON LINE (32) (33)
10% X LINE (33) (34 )
TOTAL EXTRA WORK : LINES (321 + (33) + (34) S7,835.12 (35 )
xQTEs:
1) ATTACH LOPIM OP MILV THE BHEETE SHOWWO IABON AND OONIRA ."WNED EQUIPMENT.
N 9UEOOMRACTOR6 USE FMQE81 ANO R Me PRIME OONTRACTORS ATIAOH TO PAGE 9.
91, ATTACH ORUM)OWN roR EACH INOVNUAL
ITHIO POW MAY BE PHOTOCOPIED OR REPRINTED AS NECESSARY)
Hawk Signal Controller
Description
MATERIALS
City
Unit
Description
Unit Cost
Total Cost
6
Each
Hybrid Signal Hardware - Span Mount
$311.00
$1,866,00
1
Each
Controller ASC/3-21 00
$2,711.00
$2711.00
2
Each
San Wire Junction Box
$167.00
$334.00
8
Hr
Traffic Control Corp- Assist ,
$75.00
$600.00
--------------
1
..............
--------------
LSM
......I-------
----------------------------------------------------------------
Total Above
Misc. Materials ( 5 %)
------- ---------------------------------------------------------
Total Materials
----------------
----------------
-----------------
$6,511.00
$275.55
-- ---------- --
$5,786.55
Invoice; 93229
7_;
T F IC CONTROL
10 R ORATION
104 AR ONNE WOODS DRIVE
WO RI GE IL 60517
630--300 Fax:630-543-5050 ,'
T t 4 y�,m�'dsss� T {A'Y
rq,1t51-P-- 2 tXJA.-j- /* Act'
Page: 1 of 1
Invoice Date: 9/2/2016
Due Date: 1912/2016
To: 14719 Ship To:
PEMBERTON-DAVIS ELECTRIC INC PEMBERTON-DAVIS ELECTRIC INC
916 E MCKINLEY AVENUE 916 E MCKINLEY AVE
MISHAWAKA IN46545 MISHAWAKA IN46545
USA USA
Fax:574-272-25fi5 A/P EMail: APINVOICE@PEMBERTONDAVIS.COM '
j Customer PO: 16274-4350 ✓ /e,Z gyp: f .. Ship Via: 1. FEDEX
,Sales Rep: DAVE SAN.TANA
Order Date: 6/30/2016 Pack Slip No: 68382
I TCC Order No: 708059 RMA No: D
i Location: SOUTH BEND
i Project Desc: HAWK SIGNAL USING EXISTING TS-9 CABINET
Quote Num: 611054
i Tracking Number)s);
364479415150061
1 F51880 1.00 E
CONTROLLER, ASC/3-2100, W/HEATER, DATA KEY, ETHERNET
Comments. PLEASE PROGRAM CONTROLLER FOR HAWK OPERA TIONAND
SUPPLYGENERIC PRINTS HOW TO HOOK UP IN TS-1 CAB/NET.
SerialNumber A32284 '
II TAX DETAIL
Description
IN EXEMPT
Terms: NET30
Sales Tax ID: 0070672241 5
FOB: DESTINATION-FRT INCLUDED
1.00 /1
Goods &Services 2,711.00
Total Misc Charges 0.00
�" Tavec 0.00
Taxable Amt Tax Rate Amount (InvoiceTotal $2r71 1 •®0
2,711.00 0.000% 0.00 90/2/2016
Payment Due: 7���—
Remit To: Traffic Control Corp, 10435 Argonne Woods Drive, Woodridge, IL 60517 .`'��:��/D
Subject to current Terms &Conditions available at vvww.trafficcontrolcorp.com
Sign up to receive invoices via email. Send request to AccountingDept@TrafficControlCorp.com
F�
TRAFFIC CONTROL
CO'.RP0RAT ION
10435 ARGO NNE WOODS DRIVE
WOODRIDGE IL 60517
< > 630-543-1300 Fax:630-543-5D50
Invoice;93277
To:14719
PEMBERTON-DAVIS ELECTRIC INC
916 E MCKINLEY AVENUE
MISHAWAKA IN 46545
USA
Page:
Invoice Date:
' a' , 3 "Ps a `w7N7a
Ia 3 ffi'7T�e Due Date:
Ship To:
PEMBERTON-DAVIS ELECTRIC INC
916 E MCKINLEY AVE
MISHAWAKA IN 46545
USA
Fax:574-272-2565 A/PEMail:APINVOICE@PEMBERTONDAVIS.COM
Customer PO: 162704-4372/
Sales Rep: STEPHEN KETTLESTRINGS
Order Date: 8/3/2016
TCC Order No: 708081
Location: SOUTH BEND 2-WAY
Project Desc: SPAN WIRE HARDWARE
Quote Num 611116
Tracking Number(s):
Ship Via: 1.
Pack Slip No: 88396
RMA No: 0
1 of 1
9/7/2016
10/7/2016
Terms: NET 30
Sales Tax ID: 00706722-015
FOB: DESTINATION-FRTINCLUDED
1 HYBRID SIGNAL HARDWARE T 6.00EA 311.00 A
HARDWARE TO HANG HYBRID SIGNALS ON SPAN WIRE:
1. 12001 CABLE CLAMP
2. 12002 BALANCE ADJUSTER
3. 12040 WEATHER HEAD
4. 12004 2-WAY TUBE SPREADER -
5. 120042-WAY TUBE SPREADER
6. 12042 TRkSTUD WASHER KIT
7. 12010 TETHER CLAMP
A BACKPLATE DOES NOT EXIST CURRENTLY FOR THIS CONFIGURATION
Goods & Services
Total Misc Charges
II TAX DETAIL Taxes
Description Taxable Amt Tax Rate Amount FInvoice To'IN EXEMPT 1,866.00 0.000% 0.00 ment Due:
Remit To: Traffic Control Corp, 10435 Argonne Woods Drive, Woodridge, IL 60517
Subject to current Terms & Conditions available at www.traffccontroloorp.com
Sign up to receive invoices via email Send requestto AccountingDept@TrafficControlCorp.com
1,66ti.UU
0.00
0.00
$1,866.00
1r71712b16
y:.::. :.
jA_-t,44, 0- 2Ljp-/- APO Ae-r-
TRAFFIC CONTROL
CORPORATION
10435 ARGONNE WOODS DRIVE
WOODRIDGE IL 60517
630543-1300 Fax: 630-543-6050
Invoice: 93278
"Offiffi MAIN
Page: 1 of 1
Invoice Date: 9/7/2016
Due Date: I Of7/2015
To: 14719 Ship To:
PEMBERTON-DAVIS ELECTRIC INC PEMBERTON-DAVIS ELECTRIC INC
916 E MCKINLEYAVENUE 916 E MCKINLEYAVE
MISHAWAKA IN46545 MISHAWAKA IN46545
USA USA
Fax:574-272-2565 Ar'P EMail: APINVOICE@PEMBERTONDAVIS.COM
[Customer PO: 162704-4372t/ Ship Via; 1. FEDEX GROUND Terms: NE7 3U
I Sales Rep: STEPHEN KETTLESTRINGS Sales Tax ID:.00706722-015 -
Order Date: 8/312016 Pack Slip Nd: 16-0213 FOB: DESTINATION-FRT INCLUDED
TCC Order No: 708081 RMA No: 0
(Location: SOUTH BEND 2-WAY -
Project Desc: SPAN WIRE HARDWARE
I Quote Num: 611116
Tracking Number(s) +
�°r! $NISI ��one FY-�XiSuCYf�l'4,P6Eer "4» s3 T.a L—s -n -9�c
i_.q 11111.0
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1 F97108. - 2.00EA 167.00 /1 334.00
SPAN WIRE JUNCTION BOX: ELLIOT, 12068
2 F95920 12.00 EA 0.00 /1 0.00
2-WAY TUBULAR SPREADER: ELLIOT, 12004 -
3 12042 6.00 EA 0.00 /1 0.00
ELLIOTT TRI-STUD WASHER KIT
Goods & Services 334.00
_. _.. -- _. . --.. _..__.. -._ . . — ---- -- Total Miso-Charges
— — -- -0.00 -
TAX DETAIL Taxes 0.00
Description Taxable Amt Tax Rate Amount Invoice Total $334�.00
IN EXEMPT _ 334.00 0.000% 0.00 Payment Due: 10/7/2016
Remit To: Traffic Control Corp,35 Argonne Woods Drive, Woodridge, 60517
& Conwww.traffccontrolcorp.com
to current Terms Conditions available at v✓w.trafFlccontrolcorp.cocom
Sign up to receive invoices via email. Send request to AccountingDept@TrafficControlCorp.com
Change Order No. 31
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
OWNER:
City of South Bend
ENGINEER:
American Structurepoint, Inc.
Patrick K. Wooden, P.E.
Professional Engineer No. 10504741
CONTRACTOR:
Rieth-Riley Construction
PROJECT:
South Bend One -Way to Two -Way Conversion Division B
Project No. 116-001
SUBJECT:
Saw Cut Bike Path Joints
ISSUE DATE:
October 3, 2016
This Change Order to the Contract document shall supplement, amend, and shall become a
part of, and be incorporated as an Addendum to the Contract.
The following is a summary and description of the revisions to the Contract by this Change
Order:
1. A pay item is being added to account for the work of saw cutting joints within the
PCCP bike path.
The following sections of the Contract Documents are revised as a result of the above changes:
BIDDING AND CONTRACT REQUIREMENTS•
1. Bid/Proposal Form:
Division B:
Add EWA Line Item No. 472: SAW CUT BIKE PATH JOINTS, 2,000 LFT @ $2.00/LFT
for a total addition of $4,000.00.
SPECIFICATIONS:
None
DRAWINGS:
None
END OF CHANGE ORDER NO. 31
Sheet 1 of 3
Project No. 116-001 Change Order No. 31 — 1013/16
L�
CITY OF SOUTH BEND
a -
a'l
Y xas
PROJECT NAME: One -Way to Two -Way Street Conversion —Division B
PROJECT NUMBER: 116-001
Division A:
Item
No.
Description
Quantity
Unit
Unit Price
Total Amount
472
ISAW CUT BIKE PATH JOINTS
2,000
LFT
$2.00
$4,000.06
OWNER: City of South Bend CONTRACTOR: Rieth-Riley
Construction
Signature
Date
"ULG
$_4,000.00_
Sheet 2 of 3
Mr. Myron Cohagan
Lochmueller Group
130 South Main St. Suite 300
South Bend, IN 46601
RE: Division B, EWA 027: Sawed Joints for Bike Path
Dear Mr. Cohagan,
September 15, 2016
Per your request, the following is Rieth-Riley's pricing to Saw Cut the joints on the remaining bike path
concrete. The quantity below is only an estimate. It is our understanding that the actual quantity will be
field measured and paid accordingly.
Item #
Qty
Unit
Description
Unit Price
Total
EWA
1000
LIFT
Saw Cut Bike Path Joints
$2.00
$2,000.00
TOTAL
$2,000.00
Please let me know if you have any questions or require any additional information.
Respectfully,
Scott Kip-k,�att-i,ck.
Scott Kirkpatrick
Estimator/Project Manager
Rieth-Riley Construction
25200 S.R. 23 • SOUTH BEND, INDIANA 46614 • TELEPHONE: (574) 288-8321 • FAX: (574) 233-3464
Change Order No. 26
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
OWNER: City of South Bend
ENGINEER: American Structurepoint, Inc.
Patrick K. Wooden, P.E.
Professional Engineer No. 10504741
CONTRACTOR: Rieth-Riley Construction
PROJECT: South Bend One -Way to Two -Way Conversion, Division B
Project No. 116-001
SUBJECT: Parking Revision on Michigan North of LaSalle
ISSUE DATE: October 3, 2016
This Change Order to the Contract document shall supplement, amend, and shall become a
part of, and be incorporated as an Addendum to the Contract.
The following is a summary and description of the revisions to the Contract by this Change
Order:
1. Revised parking along the east side of Michigan Street north of LaSalle Avenue
requested on Division B of Contract 116-001. Work to be performed according to
INDOT Standard Specifications. This results in a $4,046.55 cost increase for
Division B.
The following sections of the Contract Documents are revised as a result of the above changes:
1. Bid/Proposal Form:
Division B:
Project 114-035:
Remove 67 SYS from Line Item 18: SIDEWALK, CONCRETE, REMOVE, -67 SYS @
$4.75/SYS for a total subtraction of ($318.25).
Remove 55 SYS from Line Item 83: SIDEWALK, CONCRETE, 5", 55 SYS @
$37.00/SYS for a total subtraction of ($2,035.00).
Add 7 SYS to Line Item 87: CURB RAMP, CONCRETE, A, 7 SYS @ $140.00/SYS for
a total addition of $980.00.
Remove 100 SYS from Line Item 114: SODDING, NURSERY AND TOPSOIL, -100
Sheet 1 of 4
Change Order No. 26
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
SYS @ $4.30/SYS for a total subtraction of ($430.00)
Add 88 SYS to Line Item 116: BRICK, DECORATIVE, 88 SYS @ $113.00/SYS for a
total addition of $9,944.00.
Add 10 LFT to Line Item 160: PIPE, TYPE 2, CIRCULAR, 12 IN, 10 LFT @
$24.00/LFT for a total addition of $240.00.
Add 20 LFT to Line Item 527: HEADER, CONCRETE, 20 LFT @ $30.98/LFT for a
total addition of $619.60.
Project 115-019:
Remove 60 LFT from Line Item 15: CURB, CONCRETE, REMOVE, -60 LFT @
$3.40/LFT for a total subtraction of ($204.00).
Remove 88 SYS from Line Item 18: SIDEWALK, CONCRETE, REMOVE, -88 SYS @
$4.75/SYS for a total subtraction of ($418.00).
Remove 4 SYS from Line Item 35: SUBGRADE TREATMENT, TYPE IV, -4 SYS @
$31.30/SYS for a total subtraction of ($125.20).
Remove 2 TON from Line Item 43: WIDENING WITH HMA, TYPE D, -2 TON @
$110.00/TON for a total subtraction of ($220.00).
Remove 4 SYS from Line Item 44: MILLING, ASPHALT, 1 Y IN, -4 SYS @ $1.75/SYS
for a total subtraction of ($7.00).
Remove 1 TON from Line Item 51: QC/QA-HMA, 4, 76, SURFACE, 9.5 mm, -1 TON @
$77.00/TON for a total subtraction of ($77.00).
Add 2 SYS to Line Item 69: PCCP, 4 IN., 2 SYS @ $40.50/SYS for a total addition of
$81.00
Remove 45 SYS to Line Item 82: SIDEWALK, CONCRETE, 4", -45 SYS @
$34.00/SYS for a total subtraction of ($1,530.00).
Add 3 SYS to Line Item 84: SIDEWALK, CONCRETE, 6", 3 SYS @ $43.00/SYS for a
total addition of $129.00.
Remove 23 SYS to Line Item 87: CURB RAMP, CONCRETE, A, -23 SYS @
$140.00/SYS for a total subtraction of ($3,220.00).
Add 1 LFT to Line Item 100: CURB, CONCRETE, 1 LFT @ $19.00/LFT for a total
addition of $19,00.
Add 1 LFT to Line Item 104: CURB AND GUTTER, B, CONCRETE, 1 LFT @
$22.00/LFT for a total addition of $22.00.
Sheet 2 of 4
Change Order No. 26
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
Remove 42 SYS from Line Item 114: SODDING, NURSERY AND TOPSOIL, -42 SYS
@ $4.30/SYS for a total subtraction of ($180.60).
Add 4 SYS to Line Item 116: BRICK, DECORATIVE, 4 SYS @ $113.00/SYS for a total
addition of $452.00.
Remove 1 EACH from Line Item 257: SIGNAL PEDESTAL FOUNDATION, A, -1 EACH
@ $585.00/EACH for a total subtraction of ($585.00).
Add 23 LFT to Line Item 261: CONDUIT, PVC, 2 IN, SCHEDULE 80, 23 LFT @
$5.20/LFT for a total addition of $119.60.
Add 58 LFT to Line Item 263: CONDUIT, HDPE, 2 IN, SCHEDULE 80, 58 LFT @
$11.30/LFT for a total addition of $655.40.
Add 54 LFT to Line Item 312: NO, 4 WIRE, COPPER, 4 1/C, 54 LFT @ $1.40/LFT for a
total addition of $75.60.
Add 54 LFT to Line Item 313: NO. 6 WIRE, COPPER, 4 1/C, 54 LFT @ $1.10/LFT for a
total addition of $59.40.
SPECIFICATIONS:
NO CHANGE REQUIRED
DRAWINGS:
Project Number 114-035:
SHEET 9 : Revised Sheet; Revised Detail
SHEETS 31, 38, 44, 94, & 95: Revised Sheets; Revised Parking Spaces,
Deleted Sidewalk
SHEET 56: Revised Sheet; Revised Pavement Markings
Project Number 115-019:
SHEETS 13, 49-A, 58, 60, 85, 116, 118, 170-A, 183, 204-A, 220: Deleted
Sheets
SHEETS 13-A, 49-B, 58-A, 60-A, 85-A, 116-A, 118-A, 170-B, 183-A, 204-B,
220-A: Replaced Sheets; Modified Curb Line, Curb Ramp, & Markings
END OF CHANGE ORDER NO. 26
Sheet 3 of 4
Project No. 116-001 Change Order No. 26 - 9/30116
OYyOV TO 94;1
CITY OF SOUTH BEND,
w a`
R
PROJECT NAME: One -Way to Two -Way Street Conversion -Division B 1865
PROJECT NUMBER: 116-001
114-035:
Item
No.
Description
Quantity
I Unit
Unit Price
ITotal Amount
18
SIDEWALK, CONCRETE, REMOVE
-67
SYS
$4.75
(-$318.25)
83
SIDEWALK, CONCRETE, 5"
-55
SYS
$37.00
(-$2,035.00)
87
CURB RAMP, CONCRETE, A
7
SYS
1 $140.001
$980.00
114
SODDING, NURSERY AND TOPSOIL
-100
SYS
$4.30
1 $-430.00)
116
BRICK, DECORATIVE
88
SYS
$113.001
$9,944.00
160
PIPE, TYPE 2, CIRCULAR, 12 IN
10
LFT
$24.00
$240.00
527
HEADER, CONCRETE
20
LFT
$30.98
$619.60
115-019:
Item
No.
Description
Quantity
Unit
Unit Price
Total Amount
15
CURB, CONCRETE, REMOVE
-60
LFT
$3.40
($204.00)
18
SIDEWALK, CONCRETE, REMOVE
-88
SYS
$4.75
($418.00)
35
SUBGRADE TEATMENT, TYPE IV
-4
SYS
$31.30
(-$125.20)
43
WIDENING WITH HMA, TYPE D
-2
TON
$110.00
(-$220.00)
44
MILLING, ASPHALT, 1 1/2 IN
-4
SYS
$1.75
(-$7.00)
51
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm
-1
TON
$77.00
(-$77.00)
69
PCCP, 4 IN.
2
SYS
$40.50
$81.00
82
SIDEWALK, CONCRETE, 4"
-45
SYS
$34.00
(-1,530.00)
84
SIDEWALK, CONCRETE, 6"
3
SYS
$43.00
$129.00
87
CURB RAMP, CONCRETE, A
-23
SYS
$140.00
(-3,220.00)
100
CURB, CONCRETE
1
LFT
$19.00
$19.00
104
CURB AND GUTTER, B, CONCRETE
1
LFT
$22.00
$22.00
114
SODDING, NURSERY AND TOPSOIL
-42
SYS
$4.30
($-180.60)
116
BRICK, DECORATIVE
4
SYS
$113.00
$452.00
257
SIGNAL PEDESTAL FOUNDATION, A
-1
EA
$585.00
($585.00)
261
CONDUIT, PVC, 2 IN, SCHEDULE 80
23
LFT
$5.20
$119.60
263
CONDUIT, HDPE, 2 IN, SCHEDULE 80
58
LFT
$11.30
$655.40
Sheet 4 of 4
Project No. 116-001
Change Order No. 26 — 9/30/16
312
NO. 4 WIRE, COPPER, 4 1/C
54
LFT
$1.40
$75.60
313
INO. 6 WIRE, COPPER, 4 1/C
54
LFT
$1.10
$59.40
OWNER: City of South Bend
Signature
Date
CONTRACTOR: Rieth-Riley
Construction
Date
$4,046.55
Sheet 5 of 4
Change Order No. 27
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
OWNER: City of South Bend
ENGINEER: American Structurepoint, Inc.
Patrick K. Wooden, P.E.
Professional Engineer No. 10504741
CONTRACTOR: Rieth-Riley Construction
PROJECT: South Bend One -Way to Two -Way Conversion Division B
Project No. 116-001
SUBJECT: Light Pole Foundations
ISSUE DATE: October 3, 2016
This Change Order to the Contract document shall supplement, amend, and shall become a
part of, and be incorporated as an Addendum to the Contract.
The following is a summary and description of the revisions to the Contract by this Change
Order:
Several light pole foundations along the west side of Main Street between Western
Avenue and LaSalle Avenue have been identified as being in conflict with an
existing AEP duct bank. A spread footer design has been developed to remedy
such conflicts. This footer is to be utilized on an as needed basis in lieu of the
drilled shaft specified in the original construction documents. The details of this
spread footer are provided in Division B Part 1 of 3 Revision 16.
The following sections of the Contract Documents are revised as a result of the above changes:
1. Bid/Proposal Form:
Division B:
New EWA Line Item No.471: LIGHT POLE FOUNDATION SPREAD FOOTER, 30 EA
@ $ 1,928.39/EA for a total addition of $57,851.70.
Subtract 30 EACH to Line Item No. 296 LIGHT STANDARD FOUNDATION, 2FT
DIAMETER X 6FT, -30 EACH @ $560.00/EACH for a total deduction of (-$16,800.00)
Sheet 1 of 3
Change Order No. 27
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
SPECIFICATIONS:
The following special provision of the Contract Documents has been revised and is issued as a
part of this Change Order:
C)OO(1X. LIGHT POLE FOUNDATION
A. Prevailing Specifications: 2016, INDOT Standard Specifications Section 807
Additions:
1. Each Street Light and Drive light will be mounted on a concrete foundation, as
shown on the plans.
2. The contractor is advised to order lighting materials as soon as possible due to
the project schedule limits.
3. The cost of the Light Pole Foundation shall include the anchor bolts, reinforcing
steel, grounding, concrete, materials, labor, equipment and appurtenances
required to construct the foundation complete and in place.
4. Light Pole FoURdation will be paid f9F at the GentraGt �nit price faF "Light Pole
N "pvsal w�^car
4. Standard drilled shaft foundations will be paid for at the contract unit price for
"Light Pole Standard Foundation, 2FT diameter X 6FT diameter... EACH" as
indicated on the itemized proposal sheet.
5. Spread footer foundations will be paid for at the contract unit price for "Light Pole
Foundation, Spread Footer... EACH" as indicated on the itemized proposal sheet.
DRAWINGS:
The following sheets have been revised or issued as new sheets.
Division B Revision 16
Sheet 183-1 —Added Sheet
END OF CHANGE ORDER NO. 27
Sheet 2 of 3
Project No. 116-001 Change Order No. 28—10/3/16
'Ol Cry g�
OY �O
CITY OF SOUTH BEND
9 r
r -
-
PROJECT NAME: One -Way to Two-Wav Street Conversion —Division B IxR>
PROJECT NUMBER: 116-001
Division A:
Item
No.
Description
Quantity
Unit
Unit Price
Total Amount
471
LIGHT POLE FOUNDATION, SPREAD FOOTER
30
EA
$1,928.3
$57,851.70
296
LIGHT STANDARD FOUNDATION, 2FT DIAMETER X 6FT
30
EA
$560.00
$16,800.00
OWNER: City of South Bend CONTRACTOR: Rieth-Riley
Construction
Signature
Date
Date
$41, 051.70
Sheet 3 of 3
Mr. Myron Cohagan
Lochmueller Group
130 South Main St. Suite 300
South Bend, IN 46601
RE: Division B, EWA 028: Spread Lighting Foundation
Dear Mr. Cohagan,
September 21, 2016
Per your request, the following is Rieth-Riley's pricing for the installation of a Spread Lighting
Foundation based on the detail provided on 9/16/16, It is our understanding that these will be used in
areas where the proposed drilled shaft foundations is in conflict with existing utilities. Upon approval of
this pricing Pemberton Davis will begin installation.
Item #
Qty
I Unit
Description
Unit Price
Total
EWA
1
EA
Spread Lighting Foundation
$1,928.39
$1,928.39
TOTAL
$1,928.39
I have attached all the documentation which supports this pricing. Please let me know if you have any
questions or require any additional information.
Respectfully,
Sc&H- Kirk q--rick.
Scott Kirkpatrick
Estimator/Project Manager
Rieth-Riley Construction
25200 S.R. 23 • SOUTH BEND, INDIANA 46614 • TELEPHONE: 1574) 288-8321 • FAX: (574) 233-3464
ICA EXTRA WORK AGREEMENT
DATE: 9/20/16
CONTRACT: 116-001 PROJECT: DiyisionB Two-Wav Street
FORCE ACCOUNT/EXTRA WORK FOR: EWA 028 Spread Foundation
LABOR 109.04 (a)
WEEK ENDING: September 20, 2016
EMPLOYEE
Regular
Ovedime
DOuble6me
TOTAL
RATE
EXTENSION
ENGINEER
0.00
$35,00
$0.00
FINISHER, CRAFT FOREMAN ELKHART/ST JOE
0.00
$32.17
$0.00
FINISHER, CRAFT FOREMAN LAPORTE
0.00
$0.00
FINISHER JOURNEYMAN ELKHARTIST JOE
0.00
$29.92
$0.00
FINISHER, JOURNEYMAN LAPORTE
0.00
$0.00
FOREMAN, ELKHARTI ST. JOSEPH
0.60
$24.15
$0.00
FOREMAN, ESOP
0.00
$40.00
$0.00
FOREMAN, FINISHER, ELKHARTIST. JOSEPH
0.00
$32.82
$0.00
FOREMAN, FINISHER, LAPORTE
OAO
$0.00
FOREMAN, LAPORTE
0.00
$0.00
LABORER, ELKHARTI ST. JOSEPH
0.00
$22.621
$0.00
LABORER, LAPORTE
0.00
$23.621
$0.00
MECHANIC
1
0.00 1
$35,6011
$0.00
OPERATOR ELKHART
0.00
$29.15
$0.00
OPERATOR LAPORTE! ST. JOSEPH
0,00
$39.85
$0.00
CA TECH
0.00
$30.00
$0.00
PROJECT SUPERINTENDENT
0.00
$50.00
$0.00
TEAMSTER
0.00 1
$27.911
$0.00
TOTAL LABOR $0.00 (1)
FICA 7.66 % x LINE (1) $0.00 (2)
FRINGES
HOURS RATE
EXTENSION
p.DO % $12.50
=
$0.00
AFT FOREMAN ELKHART
0.00 x r $13.44
-
$0.00
rEMPLOYEE
RAFT FOREMAN LAPORTE
o,m ,__$13.44
-
$0.00
URNEYMAN ELKHART
_ __ _X
0.00 X
(_ $13.44
$0.00
URNEYMAN LAPORTE
_ __
000 %
_
$13.4t
=
$0.0LKHART/ST.
JOSEPH
0100 X
1 $17.00
=
$0.00
_
, ESOP
_ _
07 0 X
$15_00
=
$0.00
, FINISHER_ ELKHART I ST. JOSEPH
_
0.00 X
$13.44
=
$0.00
, FINISHER, LAPORTE
O.00 - %
$13.44
$0.00
_
, LAPORTE
_
O.oO
$0.00
, ELKHART/ST. JOSEPH
r
_ _ _X _$17_00
a00 X $12.96
=
Koo
$0.00
LAPORTE
0.00 X
060 XI
000 %
0_00 X
D.Go x
_I.
000 _ %
O.00 X
1 $1396
$1668$0.00R
ELKHART
LAPORTE/ST. JOGEPH
1 $2271_$0.00R
$28, 15
=
$0.00
Q TEDH
$12.50
__ _
$0.00
PROJECT SUPERINTENDENT
._
$12.50
=
TEAMSTER
$13.44
=
_$0.00
$0.00
TOTAL FRINGES $0.00 (3)
WORKERS COMPENSATION
19_60
%
X
LINE (1)
$0.00 (4)
BODILY INJURY INSURANCE
2.10
%
X
LINE (1)
$0.00 (5)
PROPERTY DAMAGE INSURANCE
0.00
%
X
LINE (1)
$0.00 (a)
STATE UNEMPLOYMENT
4.30
%
X
LINE (1)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.80
%
X
LINE (1)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3)
$0.00 (9)
TOTAL LINES 1.2, 3, 4, 5, 6, 7, B a 9
$0.00 (10)
20 %x LINE (10)
$0.00 (11)
GRAND TOTAL LABOR LINES (10) +(11)
$0.00 (12)
Pagel of 3
INSURANCE. TAXES 109.04
WEEKENDING: September 20 2016
INSURANCE
TAXES
MATERIAL 109.04(c)
(13)
TOTAL: LINE (13) + (14) $0.00 (15)
10 %x LINE (15) $0.00 (16)
GRAND TOTAL FOR INSURANCE, TAXES: LINE (15)+ (16) $0.00 (17)
WEEKENDING: September 20 2016
MATERIALS PURCHASED:
MATERIALS MANUFACTURED
TOTAL: LINE(18)+(19)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
WEEKENDING: September 20 2016
$0.00 (18)
$0.00 (19)
$0.00 (20)
$0,00 (21)
$0.00 (22)
CONTRACTOR OWNED EQUIPMENT
BLUE BOOK ADJUSTED
MONTHLY RAreins
HRS
BLUE BOOK OPERATING
RATE I H R
BLUEBOOKTOTPL
...TPERHOUR
HOURS
EXTENSION
PICK-UP TRUCK 3/4 TON
$8.761
$12.48
$21.231
$0.00
PICK-UP TRUCK 1 TON
$9.891
$13.781
$23.671
$0.00
FLATRACK TRUCK
$16.661
$16.85
$33.511
$0.00
LOWBOY
$47.631
$43.251
$90.881
$0.00
TILT TOP TRAILER
$6.501
$2.851
$9.35
$0.00
TRI-AXLE DUMP TRUCK
$38.121
$41.101
$79.221
$0.00
QUAD -AXLE DUMP TRUCK
1 $40.591
$42.501
$83.09
$0.00
CX75 EXCAVATOR
$45.541
$16.95
$62.491
$0.00
CX210 EXCAVATOR
$73.261
$36.101
$109.36
$0.001
CX330 EXCAVATOR
$113.851
$59.30
$173.151
$0.00
850 DOZER
$53.891
$26.301
$80.191
$0.00
SKIDSTEER
$26.601
$15.20
$41,80
$0.00
CAST 938 LOADER
$42.661
$23.65
$66.21
$0.00
CAT 950 LOADER
$56.95
$28.00
$84,95
$0.00
MAINTAINER
$41.371
$20.15
$61.621
$0.00
GRADER 12
$55.03
$27.30
$82.33
$0.00
GRADER 140
$61.31
$36.e0
$92.11
$0.00
Dirt Roller
$34.95
$22.75
$57.70
$0.00
Asphalt Pave
$268.08
$88.45
$356.53
$0.00
Asphalt Distributor
$34.70
$8.70
$43.40
$0.00
ROLLER 3-5 TON
$78.59
$27.10
$105.69
$0.00
ROLLER B-12 TON
$93.44
$29.10
$122.54
$0.00
AIR COMPERSSOR
$19.20
$8.12
$27.32
$0.00
TOTAL CONTRACTOR OWNED EQUIPMENT
$0.00 (23)
RENTED EQUIPMENT (ATTACH DAILY COPIES OF INVOICES)
$0.00 (24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00 (25)
TOTAL LINES (23) + (24) + (25)
$0.00 (26)
12 % x LINE (26)
$0.00 (27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$0.00 (28)
Page 2 of 3
SUBCONTRACTORS 109.04 M
WEEK ENDING: September 20, 2016
DESCRIPTION AMOUNT
Pemberton Davis Electric $1,732.12
TOTAL SUBCONTRACT WEEK ENDING $1,732.12 (29)
10 % x LINE (30) $3,000.00 OR LESS $173.21 (31)
7 %x LINE (30) OVER $3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $1.905.33 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) & (33)
1 1 % OF BOND RATE BASED UPON LINE (34)
10 % x LINE (35)
TOTAL EXTRA WORK LINES: (34) + (35) + (36)
$1,905.33 (34)
$20.96 (35)
$2.10 (36)
$1,928.39 (37)
Page 3 of 3
Spread FODter Lighting PAGE OF
Pemberton Davis Electric
DATE: 9121116
CONTRACT 162704 PROJECT: Two -Way Street Converelon
FORCE ACCOUNT / EXTRA WORK -
Description
Spread Fouler Foundation (Lighting) '
LABOR: 109.05(a) WEEKENDING:
EMPLOYEE
REGULAR
I OVERTIME
DOUBLETIME
PAY HOURS
RATE
TOTAL
ELECTRICIAN FOREMAN
35,00
ELECTRICIAN1
2S85
GROUNDMAN f OPERATOR
1
33.95
GROUNDMAN / TRUCKORIVER
23.80
OPERATOR, CLASS 1
6
7.5
42.86
$321.45
OPERATOR, CLASS 4
24.60
LABORER FOREMAN
5
7.5
23A2
$177.15
LABORER
20.12
LABORER
20.12
20.12
TOTAL LABOR
$498.60
(1 )
FICA 7.65% X LINE 11)
$3844
(2 )
FRINGES:
ELECTRICIAN FOREMAN
HAS X $14.17 v
ELECTRICIAN
HRS X $11.51
GROUNDMAN / OPERATOR HRS X $15.20 =
GROUNDMAN / TRUCKDRN HRS X $9.21
OPERATOR, CLASS
6 HRS X $26.60 = $133.DO
.
OPERATOR, CLASS 4
HRS X $9.66 =
LABORER FOREMAN
6 .HRS X $12.46 = $62.30
LABORER
HRS X $12.46 =
LABORER
HRS X $12AS
"
HRS X
TOTAL FRINGES
$195.30
(3).
WORKMEN'S COMPENSATION 7.10%
X UNE(1)
$35.40
(4)
BODILY INJURY INSURANCE 2.10%
X UNE(1)
$10.47
(5) -
- _
_...ER
PROPERTY DAMAGE INSURANCE _0.42%---_
_
--�X LINE(Y) _-_---
-�-� �""$2.10
-'(6)"'""_ ._. _...._.....; ___...
STATE UNEMPLOYMENT 5.60%
X UNE(1)
$27.92
(7)
FEDERAL UNEMPLOYMENT 0.00%
X LINE (1)
$3.90
(8) . .
TRAVEL ALLOWANCE OR SUBSISTENCE
(9)
TOTAL: LINES(1)+(2)+(3)+(4)+(5)+(6)+(7)+(8)+(9)
$811.92
(10)
20%X LINE (10)
$182.36
(11)
GRAND TOTAL LABOR: LINES (10) + (11)
$074.30
(12 )
- - Spread Footer Lighting "
INSURANCE, TAXES : 109.06(b)
INSURANCE: L 1.80 % X LINES (12) + (20) + (28) ]
TAXES
TOTAL: LINES (13) + (14 )
10% X LINE (15 )
GRAND TOTAL FOR INSURANCE, TAXES: LINES (15) + (16 )
MATERIALS : 109.06 ( c )
TOTAL MATERIALS
12% X LINE (10 )
GRAND TOTAL MATERIALS: LINES (18) + (19 )
EQUIPMENT : 109.061 d)
$30.57 (13)
(14)
$30.57 (15)
$3.06 (16)
$33.83 (17 )
$518.70 (18 )
$62.2,4 (19 )
$580.94 (20 )
CONTRACTOR OWNED EQUIPMENT:
MACHINERY OR SPECIAL EQUIPMENT
BLUE BOOK
ADJ. MO. RATE
! 178 HRS.
BLUE BOOK
OPERATING
RATE / HR
BLUE BOOK
TOTAL COST
PER HOUR
NO. OF
HOURS
EXTENSION
SERVICE TRUCK 1
1 $9.13
$25.08
$34.19
BUCKET TRUCK' 2
1 $24.14
$25.21
$49.36
LINE TRUCK 3
543.81
$37.86
$81.67
DUMP TRUCK 4
1 $12.02
523.24
$35.25
SIGN TRUCK 5
$56.10
111.10
$114.00
LOOP TRUCK LESS SAW 6
$21.88
553.47
$75.35
PICK - UP TRUCK 7
$4.39
$12.13
$16.52
TRUCK CRANE-15 TON 65 FT., 6X4, DSL 8
1 $43.50
$42.42
$06.92
SACKHOE - CASE # 580 L, 90 HP, 1.03 CYO,1 9
1 $15,05
$17.09
$32.74
TRENCHER-DIVd#6510, W/SACKHOE 10
1 $17.64
$14.34
531.98
4
$127.90 .
TRENCHER-DAN#4010 /4500, W/BACKHO 11
$14.80
511.48
$26.36
TRENCHER-DNV#3610l3700 72
59,94
58.14
$18.08
BORING MACHINE -VERMEER# D24MM W 13
587.67
$162.01
$249.88
FIBER OPTIC CABLE VAN WITH O,T.O.R. 14
$12.42
523.27
$35.69
FIBER OPTIC Fl1610N SPLICER LESB VEF 15
58.33
$7.22
$15.55
HYDRAULIC EXCAVATOR-GRADALL G3-R 18
$37.BB
$37.71
576.40
HYDRAULIC EXCAVATOR -CAT E 1201312 C 17
526.83
$23.0 .
$50.79
LOADER -SKID STEER B/C#773-T 18
$10.77
$11.58
322.33
LOADER -SKID STEER B/C#883 10
$12.00
$13.93
$28.02
LOADER -SKID STEER B/C#664 20
$13.83
$13.20
$26S3
ROCK BREAKER.Z.98, FOR SKID STEER 21
$4.32
$2.10
$5.42
TRACTOR ON HIGHWAY-6X4, 310 HP, DSI 22
$17.53
$31.39
$49.22
TRAILER, EQUIPMENT, - 3 AXLE, 20 FT., 7C 23
$9.52
57.15
$16.67
TRAILER, GOOSENECK, - 2 AXLE, 18 FT., 3 24
$6.93
$5.55
$12A6
TRAILER, EQUIPMENT, - 2 AXLE 6 TON 26
$1.38
$1.45
$2.83
-AIR COMPRESSOR -ROTARY SCREW, 185.1....26.......
_$3.85 .._..
_.....$10.40
_.. $14.25
PAVEMENT BREAKER - 90 LB. 27
W.53
$0.45
$0.98
ROCK DRILL / CORING MACHINE 28
$0.97
$0.55
$1.62
CHIPPING HAMMER 29
$1.35
SC46
$1.80
'--
SMALL GENERATOR - 6 KW MAX. 30 1
SUS6
$3.66
$4.52
VIBRATORY PLATE COMPACTOR. MANUAL ( 31 1
54.30
$3.71
58,01
CUT-OFF SAW 32
$1,48
$17.32
$18.80
MAGNETIC DRILL (LESS BITS 33
51.05
$0,70
$1.75
CONCRETE SAW -35 HE 34
$5.87 1
$13.35 1
$19.22
TRAFFIC LINE REMOVER 35
$2.79
$3,21
$5.00
ARROW BOARD -DIESEL 36
$2.18
81.80
ARROW BOARD -SOLAR 37
$1.74
$0,50.
5224
CRASH ATTENUATOR FOR TRUCK MOUNT] 38
$3.97
$0.60
$4.57
HYDRAULIC BENDER 39
$10.39
$4.30
614.69
TRASH PUMP W/HOSE 6 GENERATOR 40
$5.10
$6.07
$11.17
-- TOTAL CONTRACTOR OWNED EQUIPMENT
RENTED EQUIPMENT
FUEL, LUBRICANTS, S TRANSPORTATION COSTS
TOTAL: LINES (21) + (22) + (23 )
12%X LINE (24)
GRAND TOTAL EQUIPMENT : LINES (24) + (25)
$127.90 (21)
(22)
(23)
$127.90 (24)
$15.35 (25)
6143.26 (26 )
PAGE 2 OF 3
Spread Footer Lighting PAGE.3 OF 3
SUBCONTRACTS : 109.06 M
SUBCONTRACTS WEEK ENDING
TOTAL SUBCONTRACTS WEEK ENDING (27)
. .. .. .. TOTAL, SUBCONTRACTS TO DATE. (28) ,
_. 10%X LINE(2B), FOR FIRST $3,000.00 (29)
7% X BALANCE OF LINE (28); IF LINE (28) IS OVER $3,000 (30)
GRAND TOTAL SUBCONTRACTS: LINES (28') + (29) A (30) (31)
TOTAL: LINES (12). (17), (20). (26), & (31) $1,732.12 (32) .
1.1%BOND RATE BASED UPON LINE (32) (33)
10%X LINE (33) (3<)
TOTAL EXTRA WORK : LINES (32) + (33 ) + (34) $1,732.12 (35 )
NOTES:
I I ATTACH COPIES OF DAILY THE SHEETS SYOWINC IAEDR AND CONTHACTOPAWHED EQUIPMENT.
y M ECONTRAOTOR8 USE PAGES I AND 3 AND PRIME CONTRACTORS ATSAOH TO PAGE ]
3) ATTACH BREAKDOWN FOR FACH WDMDVAL
(THIS FORM MAY 11 PHOTOCOPIED OR REPRINTED AS NECEC6NY)
Spread Footer Lighting
Description
MATERIALS
gy
Unit
Description
Unit Cost
Total Cost
1
Lsum
Misc. FormingMaterial
$75.00
$75.00
1
Lsum
Reber
$68.00
$68.00
2.7
ds
Concrete
$130.00
$351.00
.... ........
1
---- - ------
..............
LSM
------- ----
... =--=--------------- ------------------------------------ ------
Total Above
Misc. Materials ( 5 %)
-_------- ----------- ..----- ------------------------------------
Total Materials
----------------
---------------- :-----------------
------------------
$494.00
$24.70.
$518.70.
Change Order No. 29
One- Way to Two -Way Street Conversion
Division A & B
Project No. 116-001
OWNER:
City of South Bend
ENGINEER:
American Structurepoint, Inc.
Patrick K. Wooden, P.E.
Professional Engineer No. 10504741
CONTRACTOR:
Rieth-Riley Construction
PROJECT:
South Bend One -Way to Two -Way Conversion Division A & B
Project No. 116-001
SUBJECT:
Signing Changes
ISSUE DATE:
October 12, 2016
This Change Order to the Contract document shall supplement, amend, and shall become a
part of, and be incorporated as an Addendum to the Contract.
The following is a summary and description of the revisions to the Contract by this Change
Order:
1. Revise posted speed limits south of Bronson Street from 25mph to 30mph
2. Add NO RIGHT TURN ON RED signing along St Joseph Street
The following sections of the Contract Documents are revised as a result of the above changes:
1. Bid/Proposal Form:
Division A:
Add 65 SF to Line Item No.131 SIGN, SHEET, WITH LEGEND 0.080 @ $14.00/SFT
for a total addition of $910.00.
Division B:
Add 40 SIFT to Line Item No.232 SIGN, SHEET, WITH LEGEND 0.080 @ $12.50/SFT
for a total addition of $500.00.
Sheet 1 of 3
Change Order No. 29
One- Way to Two -Way Street Conversion
Division A & B
Project No. 116-001
No change required.
The following sheets have been revised or issued as new sheets.
Division A Part 2 of 2 Revision 6
Sheet 17 — Revised speed limit sign to 30mph
Sheet 18 — Revised speed limit sign to 30mph
Sheet 21 — Revised speed limit sign to 30mph
Sheet 23 — Revised speed limit sign to 30mph
Sheet 24 — Revised speed limit sign to 30mph
Sheet 25 — Revised speed limit sign to 30mph
Sheet 26 — Revised speed limit sign to 30mph
Sheet 26-1 — Revised speed limit sign to 30mph
Division B Part 1 of 3 Revision 17
Sheet 166 — Added "NTOR" Signs
Sheet 167-A—Added "NTOR" Signs
Sheet 168-A — Added "NTOR" Signs
Sheet 169-A—Added "NTOR" Signs
Sheet 170-A—Added "NTOR" Signs
Sheet 185 — Changed Speed Limit Signs
Sheet 186 — Changed Speed Limit Signs
Sheet 187 — Changed Speed Limit Signs
Sheet 188 — Changed Speed Limit Signs
Sheet 189 — Changed Speed Limit Signs
Sheet 190 — Changed Speed Limit Signs
Sheet 191 — Changed Speed Limit Signs
Sheet 195 — Changed Speed Limit Signs
Sheet 196 — Changed Speed Limit Signs
Sheet 197 — Changed Speed Limit Signs
Sheet 198-A — Changed Speed Limit Signs
Sheet 200 — Changed Speed Limit Signs
Sheet 201 — Changed Speed Limit Signs
Sheet 221-1 — Changed Speed Limit Signs
Sheet 222 — Changed Speed Limit Signs
END OF CHANGE ORDER NO. 29
Sheet 2 of 3
Project No. 116-001 Change Order No. 29— 10112116
�pV ik k-
�7L
CITY OF SOUTH BEND ='
�y v
- 1Se5
PROJECT NAME: One -Way to Two -Way Street Conversion —Division B
PROJECT NUMBER: 116-001
Division A:
Item
No.
Description
Quantity
Unit
Unit Price
Total Amount
232
SIGN, SHEET, WITH LEGEND 0.080
+40
+SFT
$12.50
$500.00
OWNER: City of South Bend CONTRACTOR: Rieth-Riley
Construction
Signature
Date
Sign
i�
Date
$500.00
Sheet 3 of 3
BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date 11/01/16
Name Toy Villa Department Engineering
BPW Date 11/08/16 Phone Extension 5920
Required Prior to Submittal to Board
Legal ® Attorney Name Michael Schmidt
Controller ❑ Controller review is required for all Contracts $5,000.00 or more and
greater than one year in length per the City Purchasing Policy
Purchasing ❑
Check the Appropriate Item Type — Required for All Submissions
❑ Agreement ❑ Contract ❑ Proposal ❑ Addendum
❑ Professional Services ❑ Resolution
❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ❑ Title Sheet
❑ Quote Opening ❑ Quote Award
® Change Order No. 8 ❑ C/O & PCA No. ❑ PCA
❑ Ease/Encroach. ❑ Traffic Control
❑ Other:
Company or Vendor Name
New Vendor
MBE/WBE Contractor
MBE/WBE Contractor
Requested
Project Name
Project Number
Funding Source
Account No.
Required Information
Reith Riley Construction Co., Inc.
—ETYes ® No If Yes Approved by Purchasing
❑ MBE ❑ WBE
❑ No ❑ Yes Name of Company
South Bend One Way to Two Way Conversion — Division B
116-001
2015 TIF Bond
Amount
Terms of Contract
Purpose/Description Approval of Change Order #8
❑ Required Contractor's Certification Form Attached (Non -
Collusion, Non -Discrimination, Non -Debarment, E-Verifv. Iran. etc
Amount of N Increase $ 58,442.42
❑ Decrease $
Previous Amount
Current Percent of Change
New Amount
Total Percent of Change:
Copy
Original
®
❑
®
❑
®
❑
17
0.34%
$ 17,306,460.73
7.28%
Dispersal After Approval
Michael Divita
I oy Villa
Beth Leonard,