US 151-61 Capacity Improvements Project AcceptanceTHE CITY OF
Dui
Masterpiece on the Mississippi
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: US 151 -61 Capacity Improvements
(Iowa DOT Project No. STP -A- 061 - 8(128)-- 22 -31)
(CIPs 300 -2028)
DATE: February 28, 2013
Dubuque
kital
All- America City
II 111!
2012
City Engineer Gus Psihoyos is recommending acceptance of the construction contract
for the US 151 -61 Capacity Improvements Project, as completed by Tschiggfrie
Excavating, in the final contract amount of $1,041,371.35, which is a 7.99% increase
from the original contract amount of $964,338.65.
The increase is due to changes that the Iowa Department of Transportation required in
preparation for the US 52/61/151 Paving Catfish Creek Bridge DOT (83) project that will
be started this year. This included widening the roadway at the intersection of US 151-
61 and US 52 to accommodate turning movements when US 151 -61 will be temporarily
converted from 4 to 2 lanes. With these changes, longer mastarms were needed in
order to position the signal heads in the correct location. The changes were covered by
the Primary Roads Fund; therefore no City funds were needed for these changes but
added to the overall project cost. Another major change was how Twin Valley Drive
was reconstructed. Initially, Twin Valley Drive would be closed for roughly 2 weeks, but
after talking to business owners they wanted an access at this location for their
customers. Because of this change, it required the contractor to reconstruct Twin Valley
Drive in three stages and required additional traffic control at this intersection.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
kr,„/09,,,
Michael C. Van Milligen
MCVM:jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Teri Goodmann, Assistant City Manager
Gus Psihoyos, City Engineer
2
Masterpiece on the Mississippi
Dubuque
a14mericacib
2012
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer
SUBJECT: US 151 -61 Capacity Improvements
(Iowa DOT Project No. STP -A- 061 - 8(128)-- 22 -31)
(CIPs 300 -2028)
DATE: February 26, 2013
INTRODUCTION
The enclosed resolution provides for the acceptance of the construction contract for the
US 151 -61 Capacity Improvements Project, Iowa DOT Project No. STP-A- 061 - 8(128) --
22 -31.
BACKGROUND
The US 151 -61 Capacity Improvements Project provided for the following improvements
at the US 151 -61 and US 52, US 151 -61 and Maquoketa Drive and the right turn lane at
US 151 -61 and Lake Eleanor Road intersections:
US 151 -61 at US 52
• Reconstructed entire signal.
• New control cabinet on the northeast side of intersection (by Hardee's).
• Built signals with future geometric improvements including dedicated protected -only
left -, through- and right -turn movements for the side streets. This eliminated the
current split phasing.
• New microwave vehicle detection for all approaches.
US 151 -61 at Maquoketa Drive
• Reconstructed entire signal.
• New control cabinet on the northeast side.
• New microwave vehicle detection for all approaches.
1
Lake Eleanor Road
• Added southbound right -turn lane.
Additional ITS Improvements
• Fiber optic communications between the two signals (approximately 2,500 feet).
This communications line allows the signal to be interconnected.
• Traffic sensors midway between signals to monitor movements and to accumulate
traffic counts.
• Cameras at each intersection for monitoring of signal operation.
• Connected these two signals to the traffic operations center so that the City could
remotely monitor and adjust the signals from City Hall.
DISCUSSION
The US 151 -61 Capacity Improvements Project, Iowa DOT Project No. STP- A -061-
8(128)-22-31, was completed by Tschiggfrie Excavating of Dubuque, Iowa in the final
contract amount of $1,041,371.35, which is a 7.99% increase from the original contract
amount of $964,338.65. The increase is due to changes that the IDOT required in
preparation for the US 52/61/151 Paving Catfish Creek Bridge DOT (83) project that will
be started this year. This included widening the roadway at the intersection of US 151-
61 and US 52 to accommodate turning movements when US 151 -61 will be temporarily
converted from 4 to 2 lanes. With these changes longer mastarms were needed in
order to position the signal heads in the correct location, the changes were covered by
the Primary Roads Fund; therefore no city funds were needed for these changes but
added to the overall project cost. Another major change was how Twin Valley Drive
was reconstructed. Initially, Twin Valley Drive would be closed for roughly 2 weeks, but
after talking to business owners they wanted an access at this location for their
customers. Because of this change it required the contractor to reconstruct Twin Valley
Drive in three stages and required additional traffic control at this intersection.
RECOMMENDATION
I recommend that the City Council accept the improvements and establish the final
contract at $1,041,371.35 for US 151 -61 Capacity Improvements Project, Iowa DOT
Project No. STP -A- 061 - 8(128)- 22 -31.
2
BUDGET IMPACT
The cost for US 151 -61 Capacity Improvements Project is as follows:
The project funding summary is as follows:
CIP
Award
Final
Construction Contract
$964,338.65
$1,041,371.35
Contingency
112,200.00
0.00
Engineering Consultant Services
74,000.00
106,200.00
Construction Engineering & Inspection
100,000.00
97,673.03
Total Project Cost
$1,250,538.65
$1.245.244.38
The project funding summary is as follows:
CIP
Fund Description
Fund Amount
3002028
US 151 -61 Capacity Improvements
$350,362.43
3002028
ICAAP
400,000.00
3002028
DMATS SRP Funding
255,000.00
3002028
U -STEP Funding
179,042.61
3002028
3R Funding
46,420.71
3002028
Primary Road Funds (Catfish Creek Bridge)
14,418.63
Total Project Funding
$1,245,244.38
ACTION TO BE TAKEN
I respectfully request that the City Council adopt the attached resolution accepting the
improvements and authorizing payment of the contract amount of $1,041,371.35 to
Tschiggfrie Excavating for the US 151 -61 Capacity Improvements Project.
Prepared by David Ness, Civil Engineer II
cc: Jenny Larson, Budget Director
Don Vogt, Public Works Director
3
RESOLUTION NO. 69 -13
ACCEPTING THE US 151 -61 CAPACITY IMPROVEMENTS PROJECT, IOWA DOT
PROJECT NO. STP -A- 061 - 8(128) -22 -31 AND AUTHORIZING THE PAYMENT OF
THE CONTRACT AMOUNT TO THE CONTRACTOR
Whereas, the Public Improvement Contract for the US 151 -61 Capacity
Improvements Project has been completed and the City Engineer has examined the
work and filed a certificate stating that the Project has been completed according to the
terms of the Public Improvement Contract and that the City Engineer recommends that
the Project be accepted; and
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
Section 1. The recommendation of the City Engineer is approved and the Project
is hereby accepted.
Section 2. The Finance Director is hereby directed to pay to the Contractor from
ICAAP, DMATS STP Funding, U -Step Funding, 3R funding and US 151 -61 Capacity
Improvements for the contract amount of $1,041,371.35 less any retained percentage
provided for therein as provided in Iowa Code chapter 573, and to pay such retainage
only in accordance with the provisions of Iowa Code chapter 573.
Attest:
Kevin
Passed, approved and adopted this 4th day of March
r '_ f
:. irnstahl, C 'ity Clerk
, 2013
Kevin J. Lynch, Mayor Pro Tem
CITY ENGINEER'S CERTIFICATE OF FINAL COMPLETION OF THE US 151 -61
CAPACITY IMPROVEMENTS PROJECT, IOWA DOT PROJECT NO. STP- A -061-
8(128)-22-31
The undersigned City Engineer of the City of Dubuque, Iowa, hereby certifies that
he has inspected the US 151 -61 Capacity Improvements Project - Iowa DOT Project
No. STP -A- 061 - 8(128)- 22 -31, that the Project has been performed in compliance with
the terms of the Public Improvement Contract, and that the total cost of the completed
work is $1,245,244.38.
`F� r
Dated this c 1 O day of "k-11 , 2013.
Gus Psihoyos, City Engineer
Filed in the office of the City Clerk on th i day of
2013.
Kev' Firnstahl, CMC City Clerk
80.00 1
CONTRACTOR'S PAYMENT FORM
CONTRACT PAYMENT NO.
OWNER:
IMO
City of Dubuque
PROJECT:
US 61/151 Capacity Improvements
IIW PROJECT NO: 10221 -05 IDOT Protect No.: STP- A -061- 8(128) -22-31
WORKING DAYS:
LATE START DATE:
ACTUAL START DATE:
64
July 25,2011
August 15, 2011
PREPARED BY: IIW, P.C.
PAGE 1/5
CONTRACTOR:
ADDRESS:
Phone:
AMOUNT OF CONTRACT
Original: $964,338.65
Revised: $1,025,088.19
DETAILED ESTIMATE OF CONTRACT WORK COMPLETED TO DATE
Tschiggfrle Excavating
P.O. Box 3280
Dubuque, IA 52004-3280
1563557.7450
Fax:
1563557 -7585
DATES OF PAYMENT
From:
To:
November 13, 2012
Completion
THIS PERIOD
TOTAL TO DATE / DIVISION
REF.
NO.
ITEM
CODE
CONTRACT ITEM DESCRIPTION
CONTRACT ITEM
PREVIOUS PERIOD
DIVISION 1
DIVISION 2
DIVISION 1
DIVISION 2
TOTAL TO DATE
PERCENT
QUANTITY
UNIT
UNIT COST
QTY
Div1
QTY
Div2
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
0010
2102- 0425070
SPECIAL BACKFILL
295.8
TON
$14.95
249.97
0
$0.00
249.97
$3,737.05
-
249.97
$3,737.05
85%
0020
2102- 2710070
EXCAVATION, CLASS 10, ROADWAY AND
BORROW '
2003.06
CY
$11.10
1756.06
247
0
$0.00
0
80.00
1756.06
$19,492.27
247
$2,741.70
2003.06
$22,233.97
100%
0030
2102 - 2712015
EXCAVATION, CLASS 12, BOULDERS OR
ROCK FRAGMENTS
6
CY
$66.00
0
0
$0.00
0
$0.00
0
$0.00
0%
0040
2105- 8425015
TOPSOIL, STRIP, SALVAGE AND SPREAD
590
CY
$7.70
520
70
0
$0.00
0
80.00
520
$4,004.00
70
$539.00
590
$4,543.00
100%
0050
2107- 075000
COMPACTION WITH MOISTURE AND
DENSITY CONTROL
738
CY
$2.35
705
33
0
$0.00
0
$0.00
705
$1,656.75
33
$77.55
738
$1,734.30
100%
0060
2115- 0100000
MODIFIED SUBBASE
1251.97
CY
$26.90
1118.07
133.9
0
$0.00
0
80.00
1118.07
$30,076.08
133.9
$3,601.91
1251.97
$33,677.99
100%
0070
2121 - 7425010
GRANULAR SHOULDERS, TYPE A
258.3
TON
$13.60
200.51
61.44
0
$0.00
0
$0.00
200.51
$2,726.94
61A4
$835.58
261.95
$3,562.52
101%
0080
2123 - 7450000
SHOULDER CONSTRUCTION, EARTH
21.3
STA
$111.00
18.1
3.2
0
$0.00
0
80.00
18.1
$2,009.10
3.2
$355.20
21.3
$2,364.30
100%
0090
2301 - 1033090
STANDARD OR SLIP FORM PCC PAVEMENT,
CLASS C, CLASS 3 DURABILITY, 9 IN.
'
1655.15
SY
$50.10
1655.15
0
$0.00
1655.15
$82,923.02
1655.15
$82,923.02
100%
0100
2301- 1033100
STANDARD OR SLIP FORM PCC PAVEMENT,
CLASS C, CLASS 3 DURABILITY, 10 IN.
'
1110.52
SY
$55.75
1106.52
4
0
$0.00
0
$0.00
1106.52
$61,688.49
4
$223.00
1110.52
$61,911.49
100%
0110
2303- 0042500
HMA MIXTURE (3,000,000 ESAL),
INTERMEDIATE COURSE, 1/2 IN. MIX
630
TON
$79.85
499.63
178.06
0
$0.00
0.02
$1.60
-
499.63
$39,895.46
178.08
814,219.69:
677.71
$54,115.15
108%
0120
2303-0043504
HMA MIXTURE (3,000,000 ESAL), SURFACE
COURSE, 1/2 IN. MIX, FRICTION L-4
116.7
TON
$88.75
96.61
34.95
0
80.00
0
$0.00
96.61
$8,574.14
34.95
$3,101.81
131.56
$11,675.95
113%
0130
2303- 0246428
ASPHALT BINDER, PG 64 -28
44.8
TON
$673.00
34.95
12.81
0
$0.00
0
$0.00
34.95
$23,521.35
12.81
$8,621.13
47.76
$32,142.48
107%
0140
2402- 0425040
FLOODED BACKFILL DELETED
134
CY
$32.15
0
0
$0.00
0
$0.00
0
$0.00
0%
0150
2402 - 2720000
EXCAVATION, CLASS 20
166.8
CY
$22.15
166.8
0
$0.00
166.8
$3,694.62
166.8
$3,694.62
100%
0160
2402 - 2720100
EXCAVATION, CLASS 20, FOR ROADWAY
PIPE CULVERT •
97.14
CY
$11.10
97.14
-
0
80.00
97.14
$1,078.25
-
97.14
$1,078.25
100%
0170
2416 -0100015
APRONS, CONCRETE, 15 IN. DIA.
1
EACH
$691.00
1
0
$0.00
1
$691.00
1
$691.00
100%
0180
2416 - 0100024
APRONS, CONCRETE, 24 IN. DIA.
1
EACH
$929.00
1
0
80.00
1
$929.00
1
$929.00
100%
0190
2416 - 1180024
CULVERT, CONCRETE ROADWAY PIPE, 24
IN. DIA.
12
LF
$77.85
20
-
0
$0.00
20
$1,557.00
20
$1,557.00
167%
0200
2416 - 1541036
REMOVE AND REINSTALL RIGID PIPE
CULVERT LESS THAN OR EQUAL TO 36 IN.
16
LF
$62.45
14
0
$0.00
14
$874.30
14
$874.30
88%
0210
2502 - 8212034
SUBDRAIN, LONGITUDINAL, (SHOULDER) 4
IN. DIA.
2217
LF
$7.60
1975
325
0
$0.00
0
$0.00
1975
$15,010.00
325
$2,470.00
2300
$17,480.00
104%
0220
2502 - 8212104
SUBDRAIN, PLASTIC PIPE, 4 IN.
357
LF
$10.50
389
0
80.00
389
$4,084.50
389
$4,084.50
109%
0230
2502- 8220196
SUBDRAIN OUTLET, RF -19E
7
EACH
$154.00
0
1
0
$0.00
0
$0.00
0
$0.00
1
$154.00
1
$154.00
14%
0240
2502- 8220197
SUBDRAIN OUTLET(RF -19F)
7
EACH
$164.00
18
0
$0.00
18
$2,952.00
-
18
$2,952.00
257%
0250
2503- 0114215
STORM SEWER GRAVITY MAIN, TRENCHED,
REINFORCED CONCRETE PIPE (RCP), 2000D
(CLASS III) 151N.
102
LF
$64.40
96
0
$0.00
96
$6,182.40
96
$6,182.40
94%
• Quantity Changed By Change Order
SUBTOTAL WORK COMPLETED - Page 1
80.00
81.60
$317,357.72
$36,940.57
80.00
$354,298.29 1
CONTRACT PAY(iIENT NO.
IIW PROJECT NO: 10221-05 IDOT Project No.: STP -A- 061. 8(128).•22.31
CONTRACT WORK COMPLETED - CONTINUED
THIS PERIOD
PAGE 2/5
REF.
NO.
ITEM
CODE
CONTRACT ITEM DESCRIPTION
CONTRACT ITEM
PREVIOUS PERIOD
DIVISION 1
DIVISION 2
DIVISION 4
DIVISION 1
DIVISION 2
DIVISION 4 TOTAL TO DATE
QUANTITY
UNIT
UNIT COST
QTY
Div1
QTY
Div2
QTY
Div4
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT QTY
AMOUNT
PERCENT
0260
2503 - 0200036
REMOVE STORM SEWER PIPE LESS THAN
OR EQUAL TO 36 IN.
42
LF
$31.20
49
-
0
$0.00
49
$1,528.80
49
$1,528.80
117%
0270
2507 - 3250005
ENGINEERING FABRIC
38
SY
$4.50
0
0
$0.00
0
$0.00
0
$0.00
0%
0280
2507 - 8029000
EROSION STONE
20
TON
$21.15
0
0
$0.00
0
$0.00
0
$0.00
0%
0290
2510- 6745850
REMOVAL OF PAVEMENT •
2010.34
SY
$11.70
1964.94
45.4
-
0
$0.00
0
80.00
-
-
1964.94
$22,989.80
45.4
$531.18
2010.34
$23,520.98
100%
0300
2511 - 7526004
SIDEWALK, PCC, 4 IN
37.48
SY
840.15
37.48
- -
0
$0.00
-
- -
37.48
$1,504.82
-
-
37.48
$1,504.82
100%
0310
2518- 6910000
SAFETY CLOSURE
3
EACH
$220.00
2
0
$0.00
2
$440.00
2
$440.00
67%
0320
2523 - 0000310
HANDHOLES AND JUNCTION BOXES
10
EACH
$176.00
11
- - -
0
$0.00
11
$1,936.00
- -
11
$1,936.00
110%
0330
2524- 6765010
REMOVE AND REINSTALL SIGN AS PER
PLAN
8
EACH
$110.00
8
0
0
$0.00
0
$0.00
-
8
$880.00
0
$0.00
8
$880.00
100%
0340
2524 - 9275100
WOOD POSTS FOR TYPE A OR B SIGNS, 4 IN.
X4 IN.
94
LF
$9.90
0
-.
0
$0.00
--
0
$0.00
-
-
-
0
$0.00
0%
0350
2524- 9275222
WOOD POSTS FOR TYPE A OR B SIGNS, 4 IN.
X 6 IN.
114
LF
$12.10
0
0
0
$0.00
0
$0.00
0
$0.00
0
$0.00
0
$0.00
0%
0360
2524 - 9325001
TYPE A SIGNS, SHEET ALUMINUM
52.51
SF
$26.40
50
1175
-
0
$0.00
0
$0.00
-
50
$1,320.00
13.75
$363.00
-
6175
$1,68100
121%
0370
2525 - 0000100
TRAFFIC SIGNALIZATION
1
LUMP
$381,550.00
1
0
$0.00
-
1
$381,550.00
1
$381,550.00
100%
0380
2525- 0000120
REMOVAL OF TRAFFIC SIGNALIZATION
1
LUMP
$18,450.00
1
0
$0.00
-
1
$18,450.00
-
1
$18,450.00
100%
0390
2526 - 8285000
CONSTRUCTION SURVEY DELETED
1
LUMP
$9,900.00
0
0
0
$0.00
0
$0.00
0
$0.00
0
$0.00
0
$0.00
0%
0400
2527- 9263109
PAINTED PAVEMENT MARKING,
WATERBORNE OR SOLVENT BASED
91.54
STA
$66.00
78.19
5.22
69.39
0
$0.00
0
$0.00
0
$0.00
78.19
$5,160.54
5.22
$344.52
69.39
$4,579.74
152.8
$10,084.80
167%
0410
2527- 9263137
PAINTED SYMBOLS AND LEGENDS,
WATERBORNE OR SOLVENT BASED
9
EACH
$82.50
12
13
0
$0.00
0
$0.00
12
$990.00
-
13
$1,072.50
25
$2,062.50
278%
0420
2527- 9263180
PAVEMENT MARKINGS REMOVED
33.8
STA
$46.20
12.6
1.2
1
0
$0.00
0
$0.00
0
$0.00
12.6
$582.12
1.2
$55.44
1
$46.20
14.8
$683.76
44%
0430
2528 - 8445110
TRAFFIC CONTROL
1
LUMP
$21,340.00
0.8
0.2
0
$0.00
0
$0.00
0.8
$17,072.00
0.2
$4,268.00
1
$21,340.00
100%
0440
2528 - 8445113
FLAGGERS
5
EACH
$295.00
2
0
80.00
$0.00
2
$590.00
2
$590.00
40%
0450
2533 - 4980005
MOBILIZATION
1
LUMP
$21,300.00
0.9
0.1
0
$0.00
0
$0.00
0.9
$19,170.00
0.1
$2,130.00
1
$21,300.00
100%
0460
2599- 9999005
CORE DRILL HOLES INTO HANDHOLE OR
VAULT
49
EACH
$51.10
56
0
$0.00
56
$2,861.60
56
$2,861.60
114%
0470
2599 - 9999005
FIBER VAULT, 3 FT. ROUND
3
EACH
$325.00
3
0
$0.00
3
$975.00
3
$975.00
100%
0480
2599- 9999005
FIBER VAULT, 4 FT. ROUND
1
EACH
$247.00
1
0
$0.00
1
$247.00
1
$247.00
100%
0490
2599 - 9999005
FIBER VAULT, SQUARE
3
EACH
$296.00
5
0
$0.00
5
$1,480.00
5
$1,480.00
167%
0500
2599 - 9999005
INTAKE SPECIAL, SINGLE AS PER PLAN
DELETED
1
EACH
$4,280.00
0
0
$0.00
0
$0.00
0
$0.00
0
$0.00
0%
0510
2599 - 9999005
WAVETRONICS HD MICROWAVE SENSOR,
COMPLET
1
EACH
$17,640.00
1
0
$0.00
1
$17,640.00
1
$17,640.00
100%
0520
2599- 9999009
CONDUIT, INNERDUCT, TRENCHED, 4 IN. W/
4 -1 IN CONDUITS
2243
LF
$25.35
2226
0
$0.00
2226
$56,429.10
2226
$56,429.10
99%
0530
2599 - 9999009
CONDUIT, RIGID PVC, BORED 2 IN.
170
LF
$13.65
183
0
$0.00
183
$2,497.95
183
$2,497.95
108%
0540
2599- 9999009
CONDUIT, RIGID PVC, BORED 4 IN.
773
LF
$20.90
763
0
$0.00
763
$15,946.70
763
$15,946.70
99%
` Quantity Changed By Change Order
SUBTOTAL WORK COMPLETED - Page 2
$0.00
$0.00
Moo 1
$572,241.43
$7,692.14
$5,698.44
$585,632.01
CONTRACT PA r4AENT NO.
EIELS
IIW PROJECT NO: 10221 -05 IDOT Protect No.: STP -A -061. 8(126) - -2231
CONTRACT WORK COMPLETED - CONTINUED
THIS PERIOD
TOTAL TO DATE / DIVISION
PAGE 3/5
REF.
NO.
ITEM
CODE
CONTRACT ITEM DESCRIPTION
CONTRACT ITEM
PREVIOUS PERIOD
DIVISION 1
DIVISION 2
DIVISION 3 / 4
DIVISION 1
DIVISION 2
DIVISION 3 / 4
TOTAL TO DATE
PERCENT
QUANTITY
UNIT
UNIT COST
QTY
Div1
QTY
Div2
QTY
Div 3 / 4
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
0550
2599- 9999009
CONDUIT, RIGID PVC, TRENCHED, 1 1/4 IN.
25
LF
$19.40
0
0
$0.00
1
2102- 2710070
0
$0.00
CY
$11.10
0
$0.00
0%
0560
2599 - 9999009
CONDUIT, RIGID PVC, TRENCHED, 2 IN.
253
LF
$20.95
343
-
0
$0.00
$555.00
100%
-
2107- 0875000
343
$7,185.85
CY
$2.35
343
$7,185.85
136%
0570
2599- 9999009
CONDUIT, RIGID PVC, TRENCHED, 4 IN.
197
LF
$22.20
319
-
0
$0.00
$108.10
100%
-
2115- 0100000
319
$7,081.80
CY
$26.90
319
$7,081.80
162%
0580
2599 - 9999009
FIBER CABLE; 48 SM & 24 MM
3935
LF
$2.45
3935
-
0
$0.00
$976.47
100%
1
2121- 7425010
3935
$9,640.75
-
$13.60
- - -
3935
$9,640.75
100%
0590
2599- 9999009
SAWCUTTING PAVEMENT
958
LF
$4.05
811
296
34.45
0
$0.00
0
$0.00
1
2301- 1033090
811
$3,284.55
296
$1,198.80
1107
84,483.35
116%
0600
2601- 2634100
MULCHING
0.6
ACRE
$700.00
0.5
0.1
93A
0
$0.00
0
$0.00
1
2301- 1033100
0.5
$350.00
0.1
$70.00
0.6
$420.00
100%
0610
2601 - 2636044
SEEDING AND FERTILIZING (URBAN)
0.6
ACRE
$2,200.00
0.5
0.1
46.6
0
$0.00
0
$0.00
1
2402 - 2720000
0.5
$1,100.00
0.1
$220.00
0.6
$1,320.00
100%
0620
2602 - 0000020
SILT FENCE
66
LF
$3.30
121
68
-
0
$0.00
0
$0.00
1
-
121
$399.30
68
$224.40
189
$623.70
286%
0630
2602 - 0000030
SILT FENCE FOR DITCH CHECKS
112
LF ,
$3.30
213
1
0
$0.00
$3,310.00
100%
2
2102- 2710070
213
$702.90
CY
$11.10
- --
213
$702.90
190%
0640
2602- 0000060
REMOVAL OF SILT FENCE
66
LF
$1.10
121
68
-
0
$0.00
0
$0.00
2
2115- 0100000
121
$133.10
68
$74.80
- --
189
$207.90
286%
0650
2602 -0000070
REMOVAL OF SILT FENCE FOR DITCH
CHECKS
112
LF
$1.10
213
-
-
0
$0.00
- --
2
2301- 1033090
213
$234.30
-
$50.10
- --
213
$234.30
190%
0660
2602 - 0000090
CLEAN -OUT OF SILT FENCE
40
LF
$0.55
0
0
0
$0.00
0
$0.00
2
2301 - 1033100
0
$0.00
0
$0.00
- -- - --
0
$0.00
0%
0670
2602 - 0000100
CLEAN -OUT OF SILT FENCE FOR DITCH
CHECKS
50
LF
$0.55
0
0
$0.00
- --
2
2402- 0425040
7013 (0140) Flooded Backfill
0
$0.00
$32.15
- --
t
0
$0.00
0%
DETAILED ESTIMATE OF CHANGE ORDER WORK COMPLETED TO DATE
$0.00
$0.00
$0.00
$30,112.55
$1,788.00
$0.00
THIS PERIOD
TOTAL TO DATE / DIVISION
$31,900.55
CH. ORD.
NO.
CHANGE ORDER ITEM DESCRIPTION CHANGE
ORDER ITEM
PREVIOUS PERIOD
DIVISION 1
DIVISION 2
DIVISION 3 / 4
DIVISION 1
DIVISION 2
DIVISION 3 / 4
TOTAL TO DATE
QUANTITY
UNIT
UNIT COST
QTY
Div 1
QTY
Div 2
QTY
Div 3 / 4
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
I AMOUNT
QTY
AMOUNT
QTY
AMOUNT
QTY
AMOUNT
PERCENT
Change Order 1 = All Division 3 Work
1
2102- 2710070
7001 (0020) Excavation, CI 10 Roadway &
Borrow
50
CY
$11.10
50
0
$0.00
-
50
$555.00
50
$555.00
100%
1
2107- 0875000
7002 (0050) Compaction w /Moisture and Density
Control
46
CY
$2.35
46
0
$0.00
46
$108.10
46
$108.10
100%
1
2115- 0100000
7003 (0060) Modified Subbase
36.3
CY
$26.90
36.3
0
$0.00
36.3
$976.47
36.3
$976.47
100%
1
2121- 7425010
7004 (0070) Granular Shoulders, Type A
30.2
TON
$13.60
34.45
0
$0.00
34.45
$468.52
34.45
$468.52
114%
1
2301- 1033090
7005 (0090) Standard or Slip Form PCC
Pavement, CI C, CI 3 Durability, 9 In.
93.4
SY
$50.10
93.4
0
$0.00
93A
$4,679.34
93.4
$4 679.34
100%
1
2301- 1033100
7006 (0100) Standard or Slip Form PCC
Pavement, CI C, CI 3 Durability, 10 In.
46.6
SY
$55.75
46.6
0
$0.00
46.6
$2,597.95
46.6
$2 597.95
100%
1
2402 - 2720000
7007 (015) Excavation, Class 20
30.3
CY
$22.15
30.3
0
$0.00
30.3
$671.15
30.3
$671.15
100%
1
2525 - 0000100
7008 (0370) Traffic Signalization
1
LS
$3,310.00
1
0
$0.00
1
$3,310.00
1
$3,310.00
100%
2
2102- 2710070
7009 (0020) Excavation CI 10, Roadway &
Borrow
46.06
CY
$11.10
- --
- --
- --
- --
- --
_ --
- --
- --
2
2115- 0100000
7010 (0060) Modified Subbase "
68.17
CY
$26.90
- --
- --
- --
- --
- --
- --
- --
2
2301- 1033090
7011 (0090) Standard or Slip Form PCC Pvmt,
CIC, CI 3 Durability, 9 In. "
67.65
SY
$50.10
- --
- --
- --
-
- --
- --
- --
- --
- --
2
2301 - 1033100
7012 (0100) Standard or Slip Form PCC
Pavement, CIC, CI 3 Durability, 10 In. '•
40.22
SY
$55.75
- -- - --
- --
- --
- --
- --
- --
- --
--
- --
- --
- --
2
2402- 0425040
7013 (0140) Flooded Backfill
-134
CY
$32.15
- --
- --
- --
-
- --
- --
- --
--
- --
2
2402 - 2720000
7014 (0150) Excavation, Cl. 20
62.8
CY
$22.15
- --
- --
--
- --
- --
- --
- --
- --
2
2402- 2720100
7015 (0160) Excavation, CI. 20 for Roadway
Pipe Culvert "
17.14
CY
$11.10
- --
- --
- --
- --
- --
- --
- --
.` Quantity Added Into Bid Items Above
($853.60))
$1.601
$0.001
CONTRACT PAYMENT NO.
9 FINAL
IIW PROJECT NO: 10221 -05 IDOT Protect No.: STP -A- 061 - 8(128) - -22-31
DETAILED ESTIMATE OF CHANGE ORDER WORK COMPLETED TO DATE - CONTINUED
PAGE 4/5
uanhly Added Into Bld Items Above
TOTAL CHANGE ORDER WORK
TOTAL CONTRACT AND CHANGE ORDER WORK PERFORMED
Less: Amount Retained Per Contract 3%
Value of Stored Materials (See Attached List)
Less: Stored Materials Amount Retained Per Contract 3%
Net Amount Eamed to Date
Less: Previous Amount Paid
BALANCE DUE TO CONTRACTOR THIS PAYMENT
TSCHIGGFRIE EXCAVATING, INC.
($853.60)
Moo
So.00
J.
$19,645.03
1 $939,356.731
$0.00
I $46,420.71 1
f $55,593.91 1
$69,540.50
I $1,041,371.351
$0.00
$0.00
$0.00
$1,041,371.35
$1,010,956.65
I 830,414.70]
THIS PERIOD
TOTAL TO DATE / DIVISION
DIVISION 1
DIVISION 2
DIVISION 1
DIVISION 2
DIVISION 3 / 4
TOTAL TO DATE
PERCENT
QTY 1 AMOUNT
QTY 1 AMOUNT
QTY 1 AMOUNT
QTY 1 AMOUNT
QTY 1 AMOUNT
2
2510 - 6745850
7016 (0290) Removal of Pavement
114.34
SY
$11.70
- -- --
- -
- --
- --
- --
--
- --
- --
--
- --
- --
--
- --
2
2525 -0000100
7017 (0370) Traffic Signalization
1
LS
415,885.60
1 I
0
$0.00
-
1
($15,885.60)
1
($15,885.60)
100%
2
2526- 8285000
7018 (0390) Construction Survey
1
LS
$9,900.00
- -- - --
- --
- --
- --
- --
--
- -- --
- --
- --
- --
2
25994999005
7019 (0500) Intake Special, Single APP "
-1
EA
$4,280.00
--
- --
- --
- -_
- --
- --
--
4
2511- 7526004
7020 (0300) Sidewalk, PCC, 4 Inch
4.62
SY
$40.15
- --
- --
- --
--
- -_
- --
- --
-_
4
2525 -0000100
7021 (0370) Traffic Signalization
1
LS
$13,364.35
1
0
$0.00
1
$13,364.35
1
$13,364.35
100%
1
2599 - 9999010
8001- Temporary Pavement Added Costs
1
LS
$1,052.10
1
0
$0.00
-
1
$1,052.10
1
$1,052.10
100%
2
2528 - 9290004
8002 - Changeable Message Signs, Portable
4
CDAY
$75.00
6
0
$0.00
-
-
6
$450.00
. -
6
$450.00
150%
2
2599 4999005
8003 -Lane Closure Installation
4
EACH
$187.50
7
0
$0.00
7
$1,312.50
7
$1,312.50
175%
2
2599 - 9999005
8004 - Intake Single, As Per Plan
1
EACH
$3,186.00
1
-
0
$0.00
1
$3,186.00
1
$3,186.00
100%
2
21024710080
8005 - Excavation Class 10, Unstable Material
25.9
CY
$22.20
25.9
0
$0.00
25.9
$574.98
25.9
$574.98
100%
3
2599 - 9999010
8006 -Twin Valley Dr. Staging Extra Costs
1
LS
$24,717.76
-
1
-
0
$0.00
1
$24,717.76
1
$24,717.76
100%
3
2599 - 9999010
8007 -Temp. Gran. Pavement Maintenance
1
LS
$182.50
1
0
$0.00
1
$182.50
1
$182.50
100%
3
2599 - 9999005
8008 - Connect Conduit
2
EACH
$200.00
2
0
$0.00
-
2
j $400.00
2
$400.00
100%
3
2599 4999010
8009 - Premium Pay for Overnight Traffic Signal
Installation
1
LS
$581.28
1
0
$0.00
-
-
1
$581.28
1
$581.28
100%
4
2599 - 9999009
8010 - Conduit, Pushed, 4 Inch w/ 4 -1" Conduits
442
LF
$25.40
482
0
$0.00
482
$12,242.80
482
$12,242.80
109%
4
2599 - 9999005
8011 -CD Baskets
48
EACH
$5.70
48
0
$0.00
-
48
$273.60
48
$273.60
100%
4
21254225050
8012 - Reshaping Ditches
2.4
STA
$600.00
2.4
0
$0.00
- _
2.4
$1,440.00
2.4
$1 440.00
100%
4
2601 - 2640350
8013 - Special Ditch Control, Wood Excelsior Mat
66
SQ
$50.00
66
0
$0.00
66
$3,300.00
66
$3,300.00
100%
4
5
2527- 9263190
2599 - 9999010
8014 - Symbols and Legends Removed
4
1
EACH
$60.00
$9,595.30
4
0
$0.00
4
$240.00
4
$240.00
100%
8015- Advance Extended Range Sensor
LS
1
-
0
$0.00
1
$9,595.30
1
$9,595.30
100%
6
6200- 5000081
8016 -(Price Adjust) Non - complying Traffic
Control
1
LS
- 8853.60
0
1
4853.60
1
4853.60
1
(8853.60)
100%
uanhly Added Into Bld Items Above
TOTAL CHANGE ORDER WORK
TOTAL CONTRACT AND CHANGE ORDER WORK PERFORMED
Less: Amount Retained Per Contract 3%
Value of Stored Materials (See Attached List)
Less: Stored Materials Amount Retained Per Contract 3%
Net Amount Eamed to Date
Less: Previous Amount Paid
BALANCE DUE TO CONTRACTOR THIS PAYMENT
TSCHIGGFRIE EXCAVATING, INC.
($853.60)
Moo
So.00
J.
$19,645.03
1 $939,356.731
$0.00
I $46,420.71 1
f $55,593.91 1
$69,540.50
I $1,041,371.351
$0.00
$0.00
$0.00
$1,041,371.35
$1,010,956.65
I 830,414.70]
CONTRACT PAYMENT NO.
ECM
IIW PROJECT NO: 10221-05 IDOT Project No.: STP -A- 061. 8(128) - -22-31
DETAILED ESTIMATE OF CHANGE ORDER WORK COMPLETED TO DATE - CONTINUED
PAGE 5/5
CERTIFICATION OF CONTRACTOR: The undersigned contractor certifies that to the best of his knowledge, information and belief the work covered by thls Contract Payment has been completed In
accordance with the Contract Documents for this project; that thls Contract Payment Is a true and correct statement of the amount of the work completed to the date of this Contract Payment and
that the amounts paid to the contractor will be utilized by him to pay for labor, materials, equipment and subcontracts Involved In the performance of this contract
CONTRACTOR' TSCHIGGFRIE E f'VATING, INC.
BY:
TITLE: C
DATE:
RECOMMENDATION OF ENGINEER: In accordance with the Contract Documents for this project, the undersigned Engineer recommends payment to the Contractor of the balance due this payment as
shown.
IIW ENGINEERS & SURVEYOR_S, P.C.
BY: ;(.C�.. \- /I[�[y}[,� TITLE: Project Manager
DATE:
A� 0 Q ''3
Ife P. Neebel, P.
APPROVAL OF OWN : CITY OF DUBUQUE
BY:
TITLE:
/ / �j�-
(� ((/r ( C"3—Zr----
AMOUNT PAID
DATE:
4 7t� cj7 7a
Z — Z0-15
CERTIFICATE OF THE CITY MANAGER:
I hereby certify that the above statement shows in detail the correct amount of all work required to complete the above improvement.
APPROVED:
APPROVED:
Michael Van Milli en, City Manager
City of
ue, Iowa
Gus Psihoyos, City Engineer
City of Dubuque, Iowa