30-Inch Force Main Project Phase I AcceptanceMasterpiece on the Mississippi
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
Dubuque
band
AI- America City
1
2007 • 2012 • 2013
SUBJECT: 30 Inch Force Main Relocation Project from 7th Street to 12th Street
around the former Public Works Garage Site and the Alliant Energy Site
DATE: December 9, 2013
City Engineer Gus Psihoyos is recommending acceptance of the construction contract
for Phase I of the 30 Inch Force Main Relocation Project from 9th Street to 11th Street,
as completed by Portzen Construction, in the final contract amount of $812,351.43,
which is below the original contract amount of $899,622.50.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
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
THE CITY OF
Dui
E
Masterpiece on the Mississippi
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer
DATE: December 5, 2013
Dubuque
kzitzt
All-knerica City
11111 f
2007 • 2012 • 2013
RE: 30 Inch Force Main Relocation Project from 7th Street to 12th Street around
the former Public Works Garage Site and the Alliant Energy Site
INTRODUCTION
The enclosed resolution provides for the acceptance of the construction contract for
Phase I of the 30 inch Force Main Relocation Project from 9th Street to 11th Street.
BACKGROUND
In 1969 the existing 30 inch force main was constructed from the Cedar Street lift station
to the Terminal Street lift station.
The route went through the former A.Y. McDonald site, the former City Public Works site,
and the Alliant Energy site. During the early 1990's highway 151/61 was constructed
through Dubuque. During the highway construction portions of the 30 inch force main
were relocated and the portion running through the A.Y. McDonald site was abandoned.
However the portion running through the old Public Works Site and the Alliant Energy site
remained in place.
In October of 2011, the City experienced a significant failure in the existing force main.
Two breaks occurred simultaneously, one at the former Public Works garage site and the
other at the Alliant Energy site. After repairs were completed, a third break was
experienced at the former Public Works garage site. The cost to repair the breaks, which
occurred on the former Public works site, was significant as the site is a super fund site.
During the repair work some corrosion of the pipe was noted and it was also found that
when constructed the pipe was set on blocking prior to bedding, and the blocking was not
removed. The areas of corrosion and the failed sections of pipe were near the old
blocking that was found to be still in place. Soil and ground water contamination has
been identified on or near the existing 30 inch force main route that may be a contributing
factor to its deterioration.
The adopted budget for FY 2013- FY2017 includes $849,124.00 for the design of the
entire force main relocation, from 7th Street to 12th Street, and constructing the first phase,
from 9th Street to 11th Street.
A description of the force main relocation is as follows:
Construct Phase I: The first phase constructed the force main pipe from Northeast corner
of the EIm Street and 11th Street intersection to the Southwest corner of the 9th Street
and Washington Street intersection. Also, an 8 inch water main was constructed along
Elm Street to provide an additional connection between the 20" transmission water main,
on 11th Street, and the existing water main on 9th Street. This phase completed the
section of pipe adjacent to: the planned intermodal facility, on EIm Street; thru future
intersection improvements for the two way conversion of 9th and 11th Streets; and along
the future EIm Street reconstruction project.
Construct Phase II & III (Future Projects): Phase II is the section of force main on
Washington Street, 7th Street to 9th Street. This section is planned to be completed in
conjunction with the reconstruction of Washington Street from 7th to 9th Streets. Phase III
is the section of force main from the Northeast corner of the 11th Street and EIm Street
intersection, to the tie -in point near 12th Street. Phase III would also include the tie -in, at
12th Street and 7th street, and the abandonment of the existing force main through the old
Public Works Garage and the Alliant Energy Site. Completing phase II and III will
complete the re- routing project.
Phase I of the 30 inch force main relocation project will be funded through the FY2013
capital improvement project appropriation in the amount of $849,124.00 and the FY2013
appropriation in the amount of $399,163.00 which will be used as reserves pending actual
project costs incurred. Future funding for this project was initially available through CIP
7102413 in the amount of $699,600.00 in FY 2014, but moved to FY 2015.
The water main improvements along Elm Street, from 9th Street to 11th Street, will be
funded through the FY2013 appropriation in the amount of $430,209.59.
DISCUSSION
Phase I of the 30 inch Force Main Relocation Project from 9th Street to 11th Street was
completed by Portzen Construction, Inc. of Dubuque, Iowa in the final contract amount of
$812,351.43 which is below the original contract amount of $899,622.50. This was due to
savings realized by; not replacing pavement of Elm Street, which will be reconstructed
this spring and utilizing excavated material for backfill when possible. Also, the
Engineering was increased due to the development of a soils management plan to deal
with any contaminated soils if they were encountered.
2
RECOMMENDATION
I recommend the City Council accept the public improvements and authorize the final
payment of the contract amount of $812,351.43 to Portzen Construction, Inc. for Phase I
of the 30 inch Force Main Relocation Project from 9th Street to 11th Street.
BUDGET IMPACT
The project cost summary for Phase I of
9th Street to 11th Street is as follows:
Construction Contract
Pipe Material — Purchased by City
Contingency
Construction Engineering & Inspection
Total Project Cost
the 30 inch Force Main Relocation Project from
The project funding summary is as follows:
CIP No.
7102413
7101899
Fund Description
Relocation of 30" Force Main around
Old Public Works Garage
Southfork Interceptor
7402261 Watermain Extension with Elm St
Total Project Funding
Award Final
$899,622.50 $812,351.43
150,198.00 150,198.00
85,416.48 0.00
140,937.18 181,659.72
$1,080,518.41 $1,144,209.15
Fund Amount
$782,182.74
$185,411.93
$176,614.48
$1,144,209.15
Remaining funds from CIP 7102413 and 7101899 will be used for Phase II and III of the
30 inch Forcemain Relocation Project.
ACTION TO BE TAKEN
I respectfully request the City Council adopt the attached resolution to accept the public
improvements for and to authorize the final payment of the contract amount of
$812,351.43 to Portzen Construction, Inc. for Phase I of the 30 inch Force Main
Relocation Project from 9th Street to 11 th Street.
Prepared by Todd Irwin, Engineering Technician
cc: Jenny Larson, Budget Director
Jonathan Brown, Water Pollution Control Manager
Tim Horsfield, Parking Division Manager
Ken TeKippe, Finance Director
John Klostermann, Street and Sewer Maintenance Supervisor
Nate Steffen, Engineering Technician
3
RESOLUTION NO. 355 -13
ACCEPTING PHASE I OF THE 30 INCH FORCE MAIN RELOCATION PROJECT
FROM 7TH STREET TO 12TH STREET AND AUTHORIZING THE PAYMENT OF
THE CONTRACT AMOUNT TO THE CONTRACTOR
Whereas, the Public Improvement Contract for Phase I of the 30 Inch Force Main
Relocation Project from 7th Street to 12th Street (the 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 the
Relocation of 30" Force Main around Old Public Works Garage, Southfork Interceptor
and Watermain Extension with Elm Street capital improvement appropriations for the
contract amount of $812,351.43 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.
Passed, approved and adopted this 16th day of December, 2013
Attest:
Kevin S Firnstahl, MC 4'�Clerk
OZ.,/
Roy D. Buol, Mayor
CITY ENGINEER'S CERTIFICATE OF FINAL COMPLETION OF PHASE I OF THE 30
INCH FORCE MAIN RELOCATION PROJECT FROM 7TH STREET TO 12TH
STREET
The undersigned City Engineer of the City of Dubuque, Iowa, hereby certifies that
he has inspected Phase I of the 30 Inch Force Main Relocation Project from 7th Street
to 12th Street, and that said Project has been performed in compliance with the terms of
the Public Improvement Contract, and that the total cost of the completed work is
$1,144,209.15.
Dated this day of
2013.
Gus Psihoyos, City Engineer
Filed in the office of the City Clerk on the / day of
2013.
Ke n S. Firnsta I, CMC City Clerk
LINE
NO.
THE CITY OF
DUB E
Masterpiece on the Mississippi
PROJECT NAME:
ITEM
NUMBER
CONTRACTOR:
ADDRESS:
CITY, STATE, ZIP:
City of Dubuque - Engineering Division
Project Close Out Form
30 Inch Sanitary Sewer Force Main Relocation PH I - 9TH ST to 11TH ST
Portzen Construction, Inc.
205 Stone Valley Drive
Dubuque, IA 52003
BID ITEM DESCRIPTION
AMOUNT OF CONTRACT AMOUNT: $
TOTAL CHANGE ORDERS TO DATE: $ 20,564.50
REVISED CONTRACT AMOUNT: $ 920,187.00
899,622.50
CONTRACT
QUANTITY UNIT UNIT COST
PREVIOUS TOTAL TO DATE
QUANTITY AMOUNT
CURRENT
QUANTITY AMOUNT
COUNCIL ACCEPTANCE
DATE: 16- Dec -13
TOTAL TO DATE
QUANTITY AMOUNT
COMP.
Division 1
1 1010 -103 Mobilization 1.00 LS $ 34,000.00 $ 1.00 $ 34,000.00
Sub Total $ 34,000.00 Sub Total $
Division 2010 - Earthwork, Subgrade, and Subbase
2 2010 - 108 -D -1 Topsoil, On -site 275.00 CY $ 8.00 $ - $ $ -
3 2010 - 108 -1 -0 Subbase, Granular Subbase - Gradation 12a 1720.00 TON $ _ _ 8.50 $ 532.08 $ 4,522.68 532.08 $ 4,522.68 30.93%
4 2010- 108 -F -0 Below Grade Excavation (Core Out) 500.00 TON $ 10.00 $ - $ - $ -
5 2010 - 108 -K -1 Filling and Plugging of Known Pipe Culverts, Pipes, and Conduits 6.00 CY $ 200.00 $ 2.50 $ 500.00 2.50 $ 500.00 41.67%
Sub Total $ 5,022.68 Sub Total $ - Sub Total $ 5,022.68
Division 3010 - Trench Excavation and Backfill
6 3010 - 108 -D-0 Bedding Material, Clean Stone, 1" . 1860.00 TON $ 9.50 $ 1,351.76 $ 12,841.72 1351.76 $ 12,841.72 72.68%
7 3010 - 108 -0-0 Replacement of Unsuitable Backfill Material Gradation 12a 8000.00 TON $ 8.50 $ 4,356.00 $ 37,026.00 4356.00 $ 37,026.00 54.45%
Sub Total $ _ 49,867.72 Sub Total $ Sub Total $ 49,867.72
Division 4010 - Sanitary Sewers
8 4010 - 108 -A -1 Sanitary Sewer Gravity Main, Trenched, 24" DIP 40.00 LF $ 260.00 $ 30.67 $ 7,974.20 30.67 $ 7,974.20 76.68%
9 4010 - 108 -C-1 Sanitary Sewer Force Main, Trenched, 30" DIP 1025.00 LF $ 163.00 $ 970.41 $ 158,176.83 970.41 $ 158,176.83 94.67%
10 4010 - 108 -0-2 Sanitary Sewer Force Main with Casing Pipe, Trenchless, 30" DIP 158.00 LF $ 425.00 $ 155.90 $ 66,257.50 155.90 $ 66,257.50 98.67%
11 5010 - 108 -C-2 Fittings by Weight, DI 12000.00 LBS $ 8.00 $ 10,720.00 $ 85,760.00 10720.00 $ 85,760.00 89.33%
12 4010. 108 -G -0 Sewage Air Release Valve and Pit 1.00 EA $ 9,500.00 $ 1.00 $ 9,500.00 1.00 $ 9,500.00 100.00%
13 5010- 108 -C -1 Joint Restraint - Retainer Gland 28.00 EA $ 800.00 $ 32.00 $ 25,600.00 32.00 $ 25,600.00 114.29%
14 5010 - 108 -C -1 Joint Restraint - Joint Hamess 2.00 EA $ 1,500.00 $ 1.00 $ 1,500.00 1.00 $ 1,500.00 50.00%
15 4010 - 108 -E -0 Sanitary Sewer Service Stub, 4" DIP 37.00 LF $ 90.00 $ - $ - $
1.00 $ 34,000.00 100.00%
Sub Total $ 34,000.00
Division 4020 - Storm Sewers
Sub Total $ 354,768.53 $ $ Sub Total $ 354,768.53
16 4020- 108 -A -1 Storm Sewer Gravity Main, Trenched,18" RCP 80.00 LF $ 75.00 $ 80.00 $ 6,000.00 80.00 $ 6,000.00 100.00%
17 4020- 108 -C-0 Removal of Storm Sewer, Under 36" Dia. 80.00 LF $ 18.00 $ 185.00 $ 3,330.00 185.00 $ 3,330.00 231.25%
Sub Total $ 9,330.00 $ $ - Sub Total $ 9,330.00
Division 5010 - Pipe and Fittings
18 5010 - 108 -A -1 Water Main, Trenched, DIP, 12" 55.00 LF $ 114.50 $ $ - $
19 5010 - 108 -A -1 Water Main, Trenched, DIP, 8" 775.00 LF $ 69.00 $ 962.97 $ 66,444.93 962.97 $ 66,444.93 124.25%
20 5010 - 108 -A -1 Water Main, Trenched, DIP, 6" 75.00 LF $ 80.00 $ 57.83 $ 4,626.40 57.83 $ 4,626.40 77.11%
21 5010 - 108 -C -2 Fittings by Weight, DI 1200.00 LBS $ 6.00 $ 1,152.00 $ 6,912.00 1152.00 $ 6,912.00 96.00%
22 5010 - 108 -C -1 Fittings, Mega lug, 6" 13.00 EA $ 75.00 $ 11.00 $ 825.00 _ 11.00 $ 825.00 84.62%
23 5010 - 108 -C-1 Fittings, Mega lug, 8" 46.00 EA $ 105.00 $ 61.00 $ 6,405.00 61.00 $ 6,405.00 132.61%
24 5010 - 108 -C-1 Fittings, Mega lug, 12" 5.00 EA $ 200.00 $ - $ - $ -
25 5010- 108 -D -0 Water Service Stub, Copper, 3/4" 80.00 LF $ 60.00 $ 73:50 $ 4,410.00 73.50 $ 4,410.00 91.88%
26 5010-108-G-0 Removal and Salvage - Water Main Fittings and Appurtenances 1.00 LS $ 7,500.00 $ - $ $
27 5010. 108 -E -0 Water Service Relocation, Copper, 2 ", Inc New Tap & Saddle 30.00 LF $ 70.00 $ $ $ -
28 5010 - 108 -C -1 Fittings, DI Sleeve, 6" . 4.00 EA $ 650.00 $ - $ - $
29 5010 - 108 -C-1 Fittings, DI Sleeve, 8" 1.00 EA $ 725.00 $ 1.00 $ 725.00 1.00 $ 725.00 100.00%
30 5010- 108 -C-1 Fittings, DI Sleeve, 10" 1.00 EA $ 850.00 $ - $ - _ $ -
Sub Total $ 90,348.33 $ $ Sub Total $ 90,348.33
Division 5020 - Valves, Fire Hydrants, and Appurtenances
31 5020 - 108 -A -0 Valve, Gate, DIP, 12"
32 5020- 108 -A -0 Valve, Gate, DIP, 8"
33 5020-108-A-0 Valve, Gate, DIP, 6"
34 5020- 108 -C-0 Fire Hydrant Assembly
35 5020-108-D-0 Flushing Device (Blowoff), 3/4"
36 5020. 108 -13-0 Tapping Valve Assembly, 8"
Division 6010 - Structures for Sanitary and Storm Sewers
37 6010- 108 -A -0 Manhole Type, PC, 48" SW -303 1.00 EA $ 3,600.00 $ 1.00 $ 3,600.00
38 6010- 108 -G -0 Connection to Existing Intake 2.00 EA $ 900.00 $ 2.00 $ 1,800.00
Sub Total $ 5,400.00 Sub Total $
1.00 EA $ 2,600.00 $ $
4.00 EA $ 1,700.00 $ 7.00 $ 11,900.00
4.00 EA $ 1,400.00 $ 2.00 $ 2,800.00
2.00 EA $ 2,800.00 $ 2.00 $ 5,600.00
2.00 EA $ 1,250.00 $ 1.00 $ 1,250.00
1.00 EA $ 6,000.00 $ 1.00 $ 6,000.00
Sub Total $ 27,550.00 Sub Total $
Division 7010 - Portland Cement Concrete Pavement
39 7010-108-A-0 Pavement, PCC, 9" (Thickness) 1015.00 SY $ 46.00 $ 1,298.24 $ 59,719.04
40 7010- 108 -E -0 Curb and Gutter, 18" (Width), 6" (Thickness) 520.00 LF $ 22.00 $ 199.00 $ 4,378.00
Sub Total $ 64,097.04 Sub Total $
Division 7030 - Sidewalks, Shared Use Paths, and Driveways
41 7030- 108 -A -0 Removal of Sidewalk
Division 7040 - Pavement Rehabilitation
65.00 SY $ 12.00 $ 86.49 $ 1,037.88
Sub Total $ 1,037.88 Sub Total $
7.00 $ 11,900.00 175.00%
2.00 $ 2,800.00 50.00%
2.00 $ 5,600.00 100.00%
1.00 $ 1,250.00 50.00%
1.00 $ 6,000.00 100.00%
Sub Total $ 27,550.00
1.00 $ 3,600.00 100.00%
2.00 $ 1,800.00 100.00%
Sub Total $ 5,400.00
1298.24 $ 59,719.04 127.91%
199.00 $ 4,378.00 38.27%
Sub Total $ 64,097.04
86.49 $ 1,037.88 133.06%
Sub Total $ 1,037.88
42 7040- 108 -H -0 Removal - Pavement 2650.00 SY $ 8.00 $ 2,842.30 $ 22,738.40 2842.30 $ 22,738.40 107.26%
43 7040- 108 -A -0 Full Depth Patches PCC 45.00 SY $ 85.00 $ 182.00 $ 15,470.00 182.00 $ 15,470.00 404.44%
44 7040-108-A-0 Full Depth Patches PCC 170.00 SY $ 95.00 $ - $ - $ -
45 7040-108-L-1 Removal - Railroad Track 100.00 TLF $ 20.00 $ 57.00 $ 1,140.00 57.00 $ 1,140.00 57.00%
46 7040- 108 -A -0 Full Depth Patches HMA 1550.00 SY $ 30.00 $ 787.96 $ 23,638.80 787.96 $ 23,638.80 50.84%
47 7040 - 108 -K -1 Removal and Salvage - Historic Brick Paver 300.00 SY $ 15.00 $ 58.67 $ 880.05 58.67 $ 880.05 19.56%
Sub Total $ 63,867.25 Sub Total $ Sub Total $ 63,867.25
Division 8030 - Traffic Control
48 1070 - 206 -A -0 Traffic Control 1.00 LS $ 60,000.00 $ 1.00 $ 60,000.00 1.00 $ 60,000.00 100.00%
Sub Total $ 60,000.00 Sub Total $ - Sub Total $ 60,000.00
Division 9010 - Seeding
49 9010-108-A-0 Conventional Seeding, Seeding, Fertilizing, and Mulching 1350.00 SY $ 4.00 $
Sub Total $ - Sub Total $ - Sub Total $
Division 9040 - Erosion and Sediment Control
50 9040- 108 -A -1 SWPPP Preparation 1.00 LS $ 3,000.00 $ - $
51 9040 - 108 -A -2 SWPPP Management 1.00 LS $ 1,500.00 $ 1.00 $ 1,500.00
52 Silt Fence or Silt Fence Ditch Check 1200.00 $ 3.00 $ - $ -
Sub Total $ 1,500.00
Division 8010 - Traffic Equipment, lighting, Signals
53 8010- 108 -N.5 Removal - Street Light Pole
54 8010- 108 -N.4 Removal - Abandonment of CIP or PC Concrete Base
55 8010-108-N.2 Removal - Relocate Existing Light Pole and Precast Concrete Base
56 8010 - 108 -N.1 Removal - Existing Handhole
4.00 EA $ 800.00 $ 5.00 $ 4,000.00
5.00 EA $ 500.00 $ 5.00 $ 2,500.00
1.00 EA $ 2,500.00 $ - $ -
6.00 EA $ 500.00 $ 5.00 $ 2,500.00
Sub Total $ 9,000.00
Sub Total $
1.00 $ 1,500.00 100.00%
Sub Total $ 1,500.00
5.00 $ 4,000.00 125.00%
5.00 $ 2,500.00 100.00%
Sub Total $
5.00 $ 2,500.00 83.33%
Sub Total $ 9,000.00
BASE AMOUNT EARNED TO DATE:
$ 775,789.43
86.23%
C.O.
NO.
CHANGE ORDER DESCRIPTION / EXTRA WORK ITEMS
1 Unloading of City Purchased Pipe - Portzen Inv # 0011496 -IN
2 101 -B Intake
3 2" Tap w/ Reconnect to Existing
4 1" Tap w/ Reconnect to Existing
5 Deduct: Repair of damaged casing pipe - Permalok Inv #707881
6 101 B Intake Inc Removal of Existing Intake
7 6" DIP Sanitary Sewer Lateral Stub
8 Credit Permalok Inv #707881
9 Pavement Striping and Sign Installation
10 Mulching Disturbed Area
11 4" PCC Sidewalk
12 Subqrade excavation on 9th street
13
14
15
LINE
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
CHANGE ORDER
QUANTITY UNIT UNIT COST
MATERIALS STORED ON -SITE
(Invoice No & Supplier Name)
1307072 -IN J &R Supply
8307072 -IN J &R Supply
1308628 -IN J &R Supply
1308578 -IN J &R Supply
24" DIP CI 51
30" Retainer Gland
30" Joint Hamess
30" MJ 22.5 Bend
30" MJ 11.25 Bend
12x10 MJxMJ Reducer
6' Y95 Yard Hydrant
30" MJ Nitrile Gasket
1 LS $ 1,057.25
1 EA $ 2,500.00
1 LS $ 1,600.00
1 LS $ 1,300.00
1 LS $ (3,280.00)
1 LS $ 2,500.00
25 LF $ 93.00
1 LS $ 3,280.00
1 LS $ 1,200.00
5325 Sy_ $ 0.55
398 SF $ 5.00
167.5 Ton $ 15.00
$
$ -
$ -
PREVIOUS
QUANTITY AMOUNT
CHANGE ORDER
QUANTITY UNIT UNIT COST
1.00
1.00
1.00
1.00
25.50
2.00
1.00
1.00
2.00
1.00
1.00
4.00
LS
LS
LS
LS
LF
EA
EA
EA
EA
EA
EA
EA
$ 100,697.00
$ 39,143.50
$ 3,260.00
$ 2,761.00
$ 93.00
$ 925.00
$ 1 395.00
$ 3,190.00
$ 2,870.00
$ 178.00
$ 595.00
$ 169.50
$
1 $ 1,057.25
1 $ 2,500.00
1 $ 1,600.00
1 $ 1,300.00 $
1 $ (3,280.00) $
1 $ 2,500.00 $
32 $ 2,976.00 $
1 $ 3,280.00 $
1 $ - 1,200.00 _ $
5325 $ 2 928.75 $
398 $ 1,990.00 $
167.5 $ 2,512.50 $
CURRENT
QUANTITY AMOUNT
PREVIOUS
QUANTITY AMOUNT
TOTAL TO DATE
QUANTITY AMOUNT
Comp.
1 $ 1,057.25 100.00%
1 _$ 2,500.00 100.00%
1 $ 1,600.00 100.00%
1 _$ 1,300.00 100.00%
1 $ (3,280.00) 100.00%
1 $ 2,500.00 100.00%
32 $ 2,976.00 128.00%
1 $ 3,280.00 100.00%
1 $ 1,200.00 100.00%
5325 $ 2,928.75 100.00%
398 $ 1,990.00 100.00%
167.5 $ 2,512.50 100.00%
Change Order Amount Eamed to Date:
Total Amount Inc. Change Orders Eamed to Date:
STORED MATERIALS CHANGE
QUANTITY AMOUNT
$ 20,564.50I
$ 796,353.93
TOTAL TO DATE
QUANTITY AMOUNT
CIP NO.
$ $ $
$ - $ $
25.50 $ 2 371.50 25.50 $ 2,371.50 25.50 $ 2,371.50 7102413
2.00 $ 1,850.00 2.00 $ 1,850.00 2.00 $ 1,850.00 7102413
1.00 $ 1,395.00 1.00 $ 1,395.00 1.00 $ 1,395.00 7102413
1.00 $ 3,190.00 1.00 $ 3,190.00 1.00 $ 3,190.00 7102413
2.00 $ 5,740.00 2.00 $ 5 740.00 2.00 $ 5,740.00 7102413
1.00 $ 178.00 1.00 $ 178.00 1.00 $ 178.00 7402261
1.00 $ 595.00 1.00 $ 595.00 1.00 $ 595.00 7402261
4.00 $ 678.00_ 4.00 $ _ 678.00 4.00 $ 678.00 7102413
$ $ $ -
Total Materials Stored to Date:
$
$
$ 15,997.50
PAYMENTS PREVIOUSLY APPROVED:
1 $ 183,495.82 8 $
2 $ 227,347.46 9 $
3 $ 166,386.49 10 $
4 $ 112,022.96 11 $
5 $ 83,281.01 12 $
6 $ - 13 $
7 $ 14 $
Retainage $
TOTAL PAYMENTS FORWARDED:
39,817.70
$ 812,351.43
Project Summary
CIP Earned to Date Retainage Ret. Release Amount to Date Contract Amt.
7102413 $ 484,562.91 $ 24,228.15 $ 24,228.15 $ 484,562.92 $ 553,948.90
7101899 $ 159,054.72 $ 7,952.74 $ 7,952.74 $
7402261 $ 152,736.30 $ 7,636.81 $ 7,636.81 $
$ - $ $ $
$ $ $ - $
$ $ $ - $
$ $ - $ - $
$ $ $ - $
$ $ $ $
Total $
796,353.93 $ 39,817.70 $
159,054.72 $ 173,617.00
152,736.29 $ 172,056.60
39,817.70 $ 796,353.93 $ 899,622.50
Project Engineering Cost Summary
Project Engineering Costs Total Eng.
CIP Staff Consultant Cost
7102413 $ 38,731.00 + $ 91 310.33 $ 130 041.33
Bond Allocation $ 3,234.00 + $ 3 234.00
7101899 $ 9,632.31 + $ 16 724.90 $ 26 357.21
7402261 $ 9,280.68 + $ 12,746.50 $ 22 027.18
$ + $
$ + $
$ + $
$ + $
$ + $
$ + $
Total: $ 60,877.99 $ 120,781.73 $ 181,659.72
Project Cost / Funding Summary
Construction Materials Total Eng. Total Project CIP
CIP Costs Stored On -Site Cost Cost Funding
7102413 $ 484,562.91 $ 15,224.50 $ 130,041.33 $ 629,828.74 $ 850,767.00
Materials $ 150,198.00 $ $ 150,198.00 $ -
7101899 $ 159,054.72 $ $ 26,357.21 $ 185,411.93 $ 397,314.37
7402261 $ 152,736.30 $ 773.00 $ 22,027.18 $ 175,536.48 $ 430,209.59
Bond Allocation $ - $ - $ 3,234.00 $ 3,234.00 $
$ - $ - $ - $ - $
$ - $ - $ - $ - $
$ $ $ - $ - $
$ - $ $ $ $
$ $ - $ - $ - $
Total: $ 946,551.93 $ 15,997.50 $ 181,659.72 $ 1,144,209.15 $ 1,678,290.96
Final Project Cost Summary
Total Amount Earned: $ 796,353.93
Stored Materials: $ 15,997.50
Total Due Contractor: $ 812,351.43
Purchased Materials: $ 150,198.00
Total Engineering: $ 181,659.72
Total Project Cost: $ 1,144,209.15
CERTIFICATE OF THE CITY MANAGER:
I hereby certify that the above statement shows in detail e correct amount of all work required to complete the above improvement.
APPROVED:
APPROVED:
Michael Van Milligen, City Manager
City of Dubu. u
Gus Psihoyos, City Engineer
City of Dubuque, Iowa
CERTIFICATE OF THE CONTRACTOR:
The undersigned,
Portzen Construction, Inc. contractor for the above improvement, does hereby
accept the above "Total Due Contractor", as full settlement for all claims for said improvement.
CONTRACTOR: yortzen Cbonstru ion Inc.
BY: Z " G
•
TITLE: Z Q�
DATE: