Lower Bee Branch Creek Reconstruction ProjectDecember 30, 2013
RECEIVED
14 JAN -2 AM I I: 40
City Clerks Office
Dubuque, IA
THE HONORABLE ROY BUOL, MAYOR
CITY OF DUBUQUE
50 W 13TH ST
DUBUQUE IA 52001 4864
SUBJECT: Dubuque, Iowa
CWSRF Project No. CS1920513 01
Dear Mayor Buol:
✓V1/ /,
:0i/6g
Change Orders 39 - 45 to the City of Dubuque's contract with Tschiggfrie
Excavating, relating to costs for the Lower Bee Branch Creek Restoration Project
covered by the Arbitrator's decision of July 1, 2013, are approved. The following
dollar amounts are eligible for Clean Water SRF reimbursement:
Number
Amount
39
$262,171.23
40
$230,17748
41
$182,278.44
42
$36,463.72
43
$30,554 62
44
$872.40
45
$31,834.71
Total
$774,352.60
Change Order 34 worth $304,064.48 was previously approved by DNR on August 1,
2013. The total amount of change orders approved is $1,078,417.08.
Sincerely,
Patti Cale- Finnegan, SRF Coordinator
Iowa Department of Natural Resources
Phone 515 - 725 -0498 Fax 515 - 725 -0348 Email patti.cale -finne an k;dnr.iowagov
Cc: Ken TeKippe, Alexis Steger, Deron Muehring, City of Dubuque
Tracy Scebold, Iowa Finance Authority
Masterpiece on the Mississippi
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Lower Bee Branch Restoration Project
DATE: August 11, 2010
In February 2002, City staff presented the DBMP at a Washington Neighborhood
Council meeting. Many of the approximately 150 residents in attendance voiced
opposition to the portion of the DBMP that called for the removal of 70 homes.
Dubuque
bail
All -Anemia City
1
2007
In 1999, 2002 and 2004, heavy rains produced flood damage spurring a Presidential
Disaster Declaration for Dubuque County, and a request for a declaration for the 2010
storm damage has been made to the State of Iowa.
In 1996, the City of Dubuque, through the Capital Improvement Project Budget,
committed to developing a Citywide Stormwater Management Plan. The need for the
plan arose from a growing number of citizen complaints related to stormwater runoff and
that need was intensified with the significant amount of damage to hundreds of homes
in a major rainstorm in May 1999. Increasing public safety and reducing property
damage are the primary goals of the Stormwater Management Plan. A consulting
engineering firm was selected to produce the Drainage Basin Master Plan (DBMP). In
December 2001, the DBMP was adopted by the City Council and the Bee Branch Creek
Restoration was a component of the plan.
Historically, the Bee Branch Creek meandered through the north end. Over the years
the creek was lined by limestone, eventually covered, and transformed into the existing
Bee Branch Storm Sewer. The proposed channel is, in reality, the restoration of the
Bee Branch Creek. With a 76' bottom width, the channel would be designed with mildly
sloping landscaped banks. A 150' green corridor will be required for the channel.
An alternative to constructing this channel was studied and it was determined that five
additional underground storm sewer systems, the size of the existing Bee Branch Storm
Sewer, which is 20' wide and 12' high at its largest point, would need to be constructed
at a cost exceeding $90 million.
Because of the opposition voiced by residents, the portion of the proposed channel that
was to extend from Garfield Avenue to 24 and Elm Street was removed from the Fiscal
Year 2003 budget. With the approval of the Fiscal Year 2003 CIP budget, funding was
established to hire an engineering firm to restudy the Bee Branch drainage basin.
In February 2003, a Stormwater Management Utility and associated fee was
established by the City Council. At that time, the Stormwater Management Utility Fee
funded many parts of the Stormwater Utility, and in Fiscal Year 2009 became a self -
supporting Enterprise Fund. A person who has income of 50% or less of the medium
income for Dubuque County is given a 50% subsidy of the fee.
The City hosted a series of workshops to help gather citizen input. A press release was
issued before each workshop and over 2,000 postcards were sent to targeted
neighborhoods. At the first workshop held in October of 2008, citizens were asked to
identify their hopes and fears for the project. In addition, they were asked to provide
input on the various potential landscape features, bridges and secondary uses (paths,
park benches, playground equipment, etc.) At the second workshop in November of
2008, and again in January of 2009, the design team presented conceptual drawings
that began to address the citizen's hopes and fears, as well as their landscape
preferences. And finally, at the third workshop in February of 2009, the design concept,
based on citizen direction, was presented to the public for comment.
You will see from the enclosed charts that there is not just a humanitarian reason to do
this project. There is also an economic reason. In 2009, the assessed value of all
residential property in the City was 21% higher than in 2004. In 2009, the assessed
value of the residential property in the Bee Branch Creek area was only 14% higher
than in 2004.
In 2009, the assessed value of all commercial property in the City was 39% higher than
in 2004. In 2009, the assessed value of the commercial property in the Bee Branch
Creek area was 6% less than in 2004.
In 2009, the assessed value of all industrial property in the City was 10% higher than in
2004. In 2009, the assessed value of industrial property in the Bee Branch area was
7% less than in 2004.
Sealed bids were received for the Lower Bee Branch Creek Restoration Project. City
Engineer Gus Psihoyos is recommending award to the low bidder, Tschiggfrie
Excavating Company, in the amount of $10,589,395.25. This amount is 25.43% over
the estimate of probable costs.
Of 150 individual unit price bid items, the primary difference between the estimate and
the low base bid can be found in two items. The Dewatering item exceeded the
estimate by $876,000 and the Common Excavation item exceeded the estimate by
$1,181,550.
In reviewing these items with prospective contractors after the bidding, it appeared that
contractors were assigning a much higher level of risk to managing groundwater and
surface water conditions than anticipated. The seasonal uncertainty of these conditions
in this particular area adjacent to the Mississippi River can have a significant impact on
the cost for dewatering and excavation operations. The costs associated with these
perceived risks appear to be fully accounted for in these prices. Unfortunately, there are
no suitable options available for reducing this risk without compromising the project
objectives. Moreover, there is nothing to suggest that the City would receive a lower bid
if the current bids were thrown out and the project was rebid later this year.
In addition to the Base Bid, there were 10 alternate bid items. Because the low base
bid exceeded the estimate by $2.1 million, Engineering recommends only including the
alternate bid for the "Shovel Cut Landscape Edging" for an additional $5,489.60; the
"16th Street Water Main Extension" for an additional $117,768.00; and the "14th Street
Water Main Extension" for an additional $123,936.00. The total construction cost for the
Lower Bee Branch Creek Restoration Project with these included would be
$10,836,588.85.
Alternate Bid items 1 (Floating Island), 2 (Bike Path Bench Areas), 3 (Overlook Area
w /Gazebo), & 4 (Bike Path Lighting) may warrant further consideration depending on
the balance of the construction contingency as the project moves towards completion.
They can also be completed independently of this project in the future.
In order to cover the $2.1 million funding shortfall and the increased land acquisition
costs of $1.1 million for the property, the currently adopted Stormwater Management
Utility Fee will need to be adjusted.
The prior rate would peak out at $7.00 in Fiscal Year 2015. The new rate will peak out
at $8.30 in Fiscal Year 2016. The City will continue to apply for Federal and State
funding to try and reduce this fee.
The Bee Branch Creek Restoration Project is to be constructed in at least two phases.
The first phase is the Lower Bee Branch Creek Restoration Project which will extend
from the 16th Street Detention Basin to the west across Sycamore Street, Cedar Street
and Maple Street before extending north along the western portion of the former
Dubuque Packing Co. site to the railroad tracks just south of Garfield.
Because this phase of the Bee Branch project is located in an area transitioning from
industrial (former packing plant) to a commercial land -use, the design outlines a
permanent, wide expanse of water which will enhance a commercial setting. The project
includes a hiking /biking path along the proposed waterway. The design of the bridges
reflects citizen's preferences voiced at the public workshops: the limestone facade and
Beyond
FY11
FY12
FY13
FY14
FY15
FY16
FY16
Adopted
$5.25
$5.60
$6.85
$6.90
$7.00
$7.00
$7.00
Projected
$5.25
$6.85
$7.00
$7.40
$7.47
$8.05
$8.30
surface water conditions than anticipated. The seasonal uncertainty of these conditions
in this particular area adjacent to the Mississippi River can have a significant impact on
the cost for dewatering and excavation operations. The costs associated with these
perceived risks appear to be fully accounted for in these prices. Unfortunately, there are
no suitable options available for reducing this risk without compromising the project
objectives. Moreover, there is nothing to suggest that the City would receive a lower bid
if the current bids were thrown out and the project was rebid later this year.
In addition to the Base Bid, there were 10 alternate bid items. Because the low base
bid exceeded the estimate by $2.1 million, Engineering recommends only including the
alternate bid for the "Shovel Cut Landscape Edging" for an additional $5,489.60; the
"16th Street Water Main Extension" for an additional $117,768.00; and the "14th Street
Water Main Extension" for an additional $123,936.00. The total construction cost for the
Lower Bee Branch Creek Restoration Project with these included would be
$10,836,588.85.
Alternate Bid items 1 (Floating Island), 2 (Bike Path Bench Areas), 3 (Overlook Area
w /Gazebo), & 4 (Bike Path Lighting) may warrant further consideration depending on
the balance of the construction contingency as the project moves towards completion.
They can also be completed independently of this project in the future.
In order to cover the $2.1 million funding shortfall and the increased land acquisition
costs of $1.1 million for the property, the currently adopted Stormwater Management
Utility Fee will need to be adjusted.
The prior rate would peak out at $7.00 in Fiscal Year 2015. The new rate will peak out
at $8.30 in Fiscal Year 2016. The City will continue to apply for Federal and State
funding to try and reduce this fee.
The Bee Branch Creek Restoration Project is to be constructed in at least two phases.
The first phase is the Lower Bee Branch Creek Restoration Project which will extend
from the 16th Street Detention Basin to the west across Sycamore Street, Cedar Street
and Maple Street before extending north along the western portion of the former
Dubuque Packing Co. site to the railroad tracks just south of Garfield.
Because this phase of the Bee Branch project is located in an area transitioning from
industrial (former packing plant) to a commercial land -use, the design outlines a
permanent, wide expanse of water which will enhance a commercial setting. The project
includes a hiking /biking path along the proposed waterway. The design of the bridges
reflects citizen's preferences voiced at the public workshops: the limestone facade and
spindle railing look. The landscape design proposed for the Lower Bee Branch Creek
Restoration Project includes almost 500 trees.
The construction of the 2,100 -foot long open waterway will involve the excavation and
handling of approximately 265,000 cubic yards of soil. In addition to the open waterway,
the Lower Bee Branch Creek Restoration Project includes the construction of two
bridges: a 100 -foot long bridge at Sycamore Street and a 110 -foot long bridge at 16th
Street. It includes the reconstruction of just less than 1,900 feet of the 36 -inch diameter
Couler Valley sanitary sewer interceptor sewer from the Cedar Street sanitary sewer lift
station north to the railroad tracks. This sanitary sewer line will be extended north all the
way to 24th Street with the construction of the next phase(s) of the Bee Branch project.
Watermain along 16th Street will be upsized from an 8 -inch diameter main to a 12 -inch
diameter main. The project includes the construction of 2,180 feet of storm sewer
ranging in diameter from fifteen (15) inches to eighty -four (84) inches. And finally, the
project includes the dredging of the 16th Street Detention Basin, creating approximately
six acres of developable property at the southwest corner of 16th Street and Kerper
Boulevard, with the material dredged from the basin.
The City has to acquire 80 properties for the Bee Branch Creek Restoration project. All
65 of the residential properties and 7 of the 15 commercial properties have been
acquired. This spring the City initiated the acquisition of the remaining eight commercial
properties and they are scheduled to be acquired by the end of 2010.
Of the 80 properties to be acquired, 10 are vacant. Another three of the houses are to
be moved to vacant lots and refurbished: two by the Housing Department and one by
the local chapter of Habitat for Humanity. Seven houses on Washington Street and one
house on E. 22 Street were acquired because the City required 50% of the property,
the garages and the off - street parking associated with each house. These eight houses
will be refurbished by the Housing Department and resold to the public. Therefore, the
Bee Branch Creek Restoration Project requires that the City remove /deconstruct
buildings on 59 of the 80 properties. Contractors have been hired and are currently
working to deconstruct buildings on the 51 properties that the City currently owns. Of
those currently under contract for deconstruction, seven on Maple Street, three on
Kniest Street, and one on E. 22 Street have been removed. Another four buildings
have been removed down to their foundation. And deconstruction is underway on six
additional properties. The deconstruction of all 51 will be complete by September 24,
2010. Deconstruction of the remaining eight commercial properties will begin as soon as
the properties are acquired.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
MCVM:jh
) �
Michael C. Van Milligen { C7-/)
Attachments
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
2002/2010 Flooded Basement Incidents
Response Year
2002
2010
G: /Emergency Services /Disaster MGMT /Disaster_Response.GDB
Plotfiles: FloodedBasement.pdf
Created by: JJK 2010 -07 -27
Fire Districts
E501 E505
E502 E506
E503 L512
N
A
$70,000,000
$60,000,000
$50,000,000
$40,000,000
$30,000,000
$20,000,000
$10,000,000
$(10,000,000)
$-
1,150 Property Values Impacted
By Drainage Basin Master Plan
$50,348,100
$57,281,590
$17,923,660
$16,872,410
$9,623,000
$9,002,550
Residential
Commercial
Industrial
• 2004
$50,348,100
$17,923,660
$9,623,000
• 2009
$57,281,590
$16,872,410
$9,002,550
%Change
13.8%
-5.9%
-6.4%
$2,500,000,000
$2,000,000,000
$1,500,000,000
$1,000,000,000
$500,000,000
Full City of Dubuque Values
$2,246,175,930
$1,859,341,680
$1,002,770,640
$722,889,730
$102,323,210
$112,345,500
$-
Residential
Commercial
Industrial
• 2004
$1,859,341,680
$722,889,730
$102,323,210
• 2009
$2,246,175,930
$1,002,770,640
$112,345,500
w % Change
20.8%
38.7%
9.8%
Masterpiece on the Mississippi
TO: Michael C. Van Milligen, City Mana•er
FROM: Gus Psihoyos, City Engineer
SUBJECT: Lower Bee Branch Creek Restoration Project
(CIP# 7201654 & 7201375)
DATE: August 10, 2010
INTRODUCTION
Dubuque
kilikleg
Al- Amerlcacnr
11
2007
The enclosed resolution authorizes the award of the construction contract for the Lower
Bee Branch Creek Restoration Project.
BACKGROUND
The Bee Branch Creek Restoration Project is to be constructed in at least two phases.
The first phase is the Lower Bee Branch Creek Restoration project which will extend
from the 16 Street Detention Basin to the west across Sycamore Street, Cedar Street
and Maple Street before extending north along the western portion of the former
Dubuque Packing Co. site to the railroad tracks just south of Garfield.
Because this phase of the Bee Branch project is located in an area transitioning from
industrial (former packing plant) to a commercial land -use, the design outlines a
permanent, wide expanse of water which will enhance a commercial setting. The project
includes a hiking /biking path along the proposed waterway. The design of the bridges
reflects citizen's preferences voiced at the public workshops: the limestone facade and
spindle railing look. The landscape design proposed for the Lower Bee Branch Creek
Restoration project includes almost 500 trees.
The construction of the 2,100 -foot long open waterway will involve the excavation and
handling of approximately 265,000 cubic yards of soil. In addition to the open waterway,
the Lower Bee Branch Creek Restoration Project includes the construction of two
bridges: a 100 -foot long bridge at Sycamore Street and a 110 -foot long bridge at 16
Street. It includes the reconstruction of just Tess than 1,900 feet of the 36 -inch diameter
Couler Valley sanitary sewer interceptor sewer from the Cedar Street sanitary sewer lift
station north to the railroad tracks. This sanitary sewer line will be extended north all the
way to 24 Street with the construction of the next phase(s) of the Bee Branch project.
Watermain along 16 Street will be upsized from an 8 -inch diameter main to a 12 -inch
diameter main. The project includes the construction of 2,180 feet of storm sewer
ranging in diameter from fifteen (15) inches to eighty -four (84) inches. And finally, the
project includes the dredging of the 16 Street Detention Basin creating approximately 6
Alternate
Description
Bid
Alternate Bid No. 1
16th Street Basin Floating Island
$ 199,000.00
Alternate Bid No. 2
Two Bike Path Bench Areas
$ 45,890.90
Alternate Bid No. 3
Channel Overlook Area w /Gazebo
$ 504,328.35
Alternate Bid No. 4
Bike Path Lighting
$ 223,624.00
Alternate Bid No. 5
HDPE Storm Sewer Pipe Material Substitution
$ 48,742.40
Alternate Bid No. 6
Topsoil Enhancement w /Compost Amendment
$ 119,249.75
Alternate Bid No. 7
2 year Extended Landscape Maintenance Plan
$ 21,000.00
Alternate Bid No. 8
Shovel Cut Landscape Edging
$ 5,489.60
Alternate Bid No. 9
16th Street Water Main Extension
$ 117,768.00
Alternate Bid No. 10
14th Street Water Main Extension
$ 123,936.00
Bid Item
Estimate
Bid
Difference
Dewatering
$345,000
$1,221,000
$ 876,000
Common Excavation
$904,050
$2,085,600
$ 1,181,550
TOTAL
$ 2,057,550
acres of developable property at the southwest corner of 16 Street and Kerper
Boulevard with the material dredged from the basin.
BID RESULTS
Sealed bids were received on May 25, 2010, for the Lower Bee Branch Creek
Restoration Project. Tschiggfrie Excavating Co. of Dubuque, Iowa, submitted the low
bid in the amount of $10,589,395.25. This amount is 25.43% over the estimate of
probable cost. A summary of the bid proposals received is as follows:
Contractor Name
Tschiggfrie Excavating Co.
Portzen Construction, Inc.
CJ Moyna & Sons, Inc.
Total Base Bid
$10,589,395.25
10,746,255.55
12,674,298.87
Of 150 individual unit price bid items, the primary difference between the estimate and
the low base bid can be found in the following two items:
The total amount over the previous cost opinions for these two items is $2,057,550 out
of the $2,147,174 difference noted above. All other items were reasonably close to pre -
bid expectations. The other two bidders had similarly high values for these bid items.
In reviewing these items with prospective contractors after the bidding, it appeared that
contractors were assigning a much higher level of risk to managing groundwater and
surface water conditions than anticipated. The seasonal uncertainty of these conditions
in this particular area adjacent to the Mississippi River can have a significant impact on
the cost for dewatering and excavation operations. The costs associated with these
perceived risks appear to be fully accounted for in these prices. Unfortunately, there are
no suitable options available for reducing this risk without compromising the project
objectives. Moreover, there is nothing to suggest that the City would receive a lower bid
if the current bids were thrown out and the project was rebid later this year.
In addition to the Base Bid, there were ten alternate bids associated with the project.
The bids provided by Tschiggfrie Excavating for these Alternates are as follows:
With the exception of Alternate Bid No.5, all remaining alternate bids appear to provide
a reasonable value for the price bid. Alternate Bid No.5 results in a net increase in the
base bid of approximately $1,400 and does not provide increased value to the project.
There are no combinations of Alternate Bids that would alter Tschiggfrie Excavating's
designation as the apparent low bidder.
Because the low base bid exceeded the estimate by $2.1 million, Engineering
recommends only including the alternate bid for the "Shovel Cut Landscape Edging" for
an additional $5,489.60; the "16th Street Water Main Extension" for an additional
$117,768.00; and the "14th Street Water Main Extension" for an additional $123,936.00.
The total construction cost for the Lower Bee Branch Creek restoration Project would be
as follows:
Alternate Bid No. 8
Alternate Bid No. 9
Alternate Bid No. 10
Description Bid
Base Bid
Shovel Cut Landscape Edging
16th Street Water Main Extension
14th Street Water Main Extension
TOTAL CONSTRUCTION
$ 10,589,395.25
5,489.60
117,768.00
123,936.00
$ 10,836,588.85
Alternate Bid items 1 (Floating Island), 2 (Bike Path Bench Areas), 3 (Overlook Area
w /Gazebo), & 4 (Bike Path Lighting) may warrant further consideration depending on
the balance of the construction contingency as the project moves towards completion.
They can also be completed independently of this project in the future.
Property Acquisition Update
The City has to acquire eighty (80) properties for the Bee Branch Creek Restoration
Project. All sixty -five (65) of the residential properties and 7 of the 15 commercial
properties have been acquired. This spring the City initiated the acquisition of the
remaining eight (8) commercial properties and they are on schedule to be acquired by
the end of 2010.
Deconstruction Update
Of the eighty (80) properties to be acquired, ten (10) are vacant. Another three (3) of the
houses are to be moved to vacant lots and refurbished: two by the Housing Department
and one by the local chapter of Habitat for Humanity. Seven (7) houses on Washington
Street and one house on E. 22 Street were acquired because the City required fifty
percent of the property, the garages and the off - street parking associated with each
house. These eight (8) houses will be refurbished by the Housing Department and
resold to the public. Therefore, the Bee Branch Creek Restoration Project requires that
the City remove /deconstruct buildings on fifty nine (59) of the eighty properties.
Contractors have been hired and are currently working to deconstruct buildings on the
fifty one (51) properties that the City currently owns. Of those currently under contract
for deconstruction, seven (7) on Maple Street, three (3) on Kniest Street, and one on E.
22nd Street have been removed. Another four (4) buildings have been removed down to
their foundation. And deconstruction is underway on six (6) additional properties. The
deconstruction of all fifty one (51) will be complete by September 24, 2010.
Deconstruction of the remaining (8) commercial properties will begin promptly as soon
as the properties are acquired. A summary is as follows:
Vacant Properties 10
Properties with Buildings to be Moved from Property 3
Properties with Buildings to be Refurbished 8
Properties Currently Owned with Buildings to be Deconstructed 51
Properties to be Acquired with Buildings to be Deconstructed 8
RECOMMENDATION
BUDGET IMPACT
Construction Contract
Contingency
Engineering
The funding summary is as follows:
CIP No. Fund Description
7201654 Bee Branch Creek Restoration Project
7201375 Detention Basin Silt Removal
Total Project Funding
TOTAL PROPERTIES 80
Attachment A is a breakdown of the progress as of August 9, 2010. Attachment B is a
map showing the deconstruction status of each building.
I recommend that the contract be awarded to Tschiggfrie Excavating Co. in the amount
of $10,836,588.85 for the Lower Bee Branch Creek Restoration Project.
The estimate of probable costs for the Lower Bee Branch Creek Restoration Project is
as follows:
Estimate Bid •
$ 8,442,310.00 $10,836,588.85
844,230.00 844,230.00
1,392,980.00 1,392,980.00
$10,679,520.00 $13,073,798.85
Fund Amount
$12,873,798.85
200,000.00
$13,073,798.85
With the preparation of each annual budget, projected revenue is compared to the cost
of stormwater management services and the rate for the stormwater utility fee adjusted
accordingly. The current Stormwater Management Utility Rates were established in the
spring of 2009 with the adoption of the FY2010 budget.
In order to cover the $2.1 million funding shortfall, the Stormwater Management Utility
fee will need to be adjusted. Table 1 below shows the current rates and the projected
rates that the City Council will have to adopt next spring with the FY2012 budget.
Table 1. Projected Stormwater Management Utility Fee rates versus the rates established by Ordinance
16 -09 and ado•ted with the FY2010 budget.
Projected $5.25 $6.85 $7.00 $7.40 $7.47 $8.05 $8.30*
FY11
Adopted $5.25
FY1 2
$5.60
FY1 3
$6.85
FY1 4
$6.90
FY1 5
$7.00
FY1 6
$7.00
Beyond
FY16
$7.00
Rate would peak at $8 30 in FY2017 then gradually decrease from year to year.
ACTION TO BE TAKEN
I recommend that the City Council adopt the attached resolution awarding the Lower
Bee Branch Creek Restoration Project to Tschiggfrie Excavating Co. in the amount of
$10,836,588.85.
Prepared by Deron Muehring, Civil Engineer II
cc: Jenny Larson, Budget Director
Ken TeKippe, Finance Director
Deron Muehring, Civil Engineer II
Attachment A
BEE BRANCH HOME DECONSTRUCTION
PROGRESS OF AUGUST 9, 2010
ASAP Contractor will be hired to deconstruct buildings as soon as possible after the City takes possession of the property.
Address
Acquired
Asbestos
Deconstruction
Inspected
Abated
Contractor
Started
% Complete
Next Step
Complete
1
1552 Maple
Yes
Yes
Yes
Gronen
Yes
100%
Mow
Yes
2
1570 Maple
Yes
Yes
Yes
Gronen
Yes
100%
Mow
Yes
3
1576 Maple
Yes
Yes
Yes
Gronen
Yes
100%
Mow
Yes
4
1924 Kniest
Yes
Yes
Yes
Gronen
Yes
95%
Grade & Seed
Finish 8 -13
5
506 Rhomberg
Yes
Yes
Yes
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
6
508 Rhomberg
Yes
Yes
Yes
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
7
502 / 504 Rhomberg
Yes
Yes
Yes
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
8
510 / 512 Rhomberg
Yes
Yes
Yes
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
9
2006 Kniest
Yes
Yes
Yes
Gronen
Yes
90%
Grade & Seed
Finish 8 -13
10
505 Rhomberg
Yes
Yes
Yes
Gronen
Yes
90%
Grade & Seed
Finish 8 -13
11
507 Rhomberg
Yes
Yes
Yes
Gronen
Yes
90%
Grade & Seed
Finish 8 -13
12
509 Rhomberg
Yes
Yes
Yes
Gronen
Yes
90%
Grade & Seed
Finish 8 -13
13
511 / 513 Rhomberg
Yes
Yes
Yes
Gronen
Yes
40%
Down By 8 -13
Finish 8 -20
14
2010 Kniest
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
15
2014 Kniest
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
16
2020 Kniest
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
17
2104 Kniest
Yes
Yes
No
Gronen
No
0%
Begin 8 -16
Finish 9 -10
18
2106 Kniest
Yes
Yes
No
Gronen
No
0%
Begin 8 -16
Finish 9 -10
19
2100 / 2102 Kniest
Yes
Yes
No
Gronen
No
0%
Begin 8 -16
Finish 9 -10
20
509 Lincoln
Yes
Yes
No
Gronen
No
0%
Begin 8 -16
Finish 9 -10
21
2120 Kniest
Yes
Yes
Yes
Stackis
Yes
50%
Down by 8 -13
Finish 9 -10
22
2110 / 2112 Kniest
Yes
Yes
Yes
Stackis
Yes
95%
Seed
Finish 8 -20
23
2114 / 2116 Kniest
Yes
Yes
Yes
Stackis
Yes
95%
Seed
Finish 8 -20
24
2124 / 2126 Kniest
Yes
Yes
Yes
Stackis
Yes
40%
Down by 9 -3
Finish 9 -17
25
500 East 22nd
Yes
Yes
Yes
Tschiggfrie
Yes
50%
Grade & Seed
Finish 8 -13
26
504 East 22nd
Yes
Yes
Yes
Tschiggfrie
Yes
95%
Grade & Seed
Finish 8 -13
27
506 East 22nd
Yes
Yes
Yes
Tschiggfrie
Yes
20%
Down by 8 -20
Finish 8 -27
28
508 East 22nd
Yes
Yes
Yes
Tschiggfrie
Yes
20%
Down by 8 -20
Finish 8 -27
29
2128 Kniest
Yes
Yes
No
Tschiggfrie
No
0%
Down by 8 -20
Finish 8 -27
30
505 / 507 East 22nd
Yes
Yes
Yes
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -10
31
509 East 22nd
Yes
Yes
Yes
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -10
32
2249 Elm
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
33
2317 Elm
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
34
2345 Elm
Yes
Yes
No
Gronen
No
0%
Begin 8 -30
Finish 9 -24
35
2315 Prince
Yes
Yes
No
Gronen
No
0%
Begin 8 -30
Finish 9 -24
36
2241 Prince
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
37
2243 Prince
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
38
2259 Prince
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
39
2249 / 2251 Prince
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
40
2263 / 2265 Prince
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
41
2269 / 2271 Prince
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
42
2273 / 2301 Prince
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
43
2305 / 2307 Prince
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
44
2404 / 2406 Washingtor
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -23
Finish 9 -17
45
1553 Maple
Yes
Yes
Yes
Stackis
Yes
100%
Mow
Yes
46
1575 Maple
Yes
Yes
Yes
Stackis
Yes
100%
Mow
Yes
47
1597 Maple
Yes
Yes
Yes
Stackis
Yes
100%
Mow
Yes
48
574 East 16th
Yes
Yes
Yes
Stackis
Yes
100%
Mow
Yes
49
2251 Elm
Yes
Yes
No
Gronen
No
0%
Begin 8 -30
Finish 9 -17
50
2238 Washington
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
51
2300 Washington
Yes
Yes
No
Tschiggfrie
No
0%
Begin 8 -30
Finish 9 -24
52
500 Rhomberg
No
No
No
ASAP'
53
501 Rhomberg
No
No
No
ASAP*
54
2356 Washington
No
No
No
ASAP'
55
506 Garfield (RR)
No
No
No
ASAP*
56
507 Garfield
No
No
No
ASAP'
57
2349 & 2350 Elm
No
No
No
ASAP*
58
2363 Elm
No
No
No
ASAP*
59
2375 Elm
No
No
No
ASAP*
Attachment A
BEE BRANCH HOME DECONSTRUCTION
PROGRESS OF AUGUST 9, 2010
ASAP Contractor will be hired to deconstruct buildings as soon as possible after the City takes possession of the property.
BEE BRANCH CREEK RESTORATION PROJECT: BUILDING DECONSTRUCTION
Legend
I I
W
Z
a
I
L
Houses to be Deconstructed
STATUS
COMPLETE
STARTED
NOT STARTED
NOT ACQUIRED
I I
Sheet 1 of 4
l
ATTACHMENT B
W
- J
a
16TH
re
w
U
DJbuque
f
2007
50 25 0 50 Feet
BEE BRANCH CREEK RESTORATION PROJECT: BUILDING DECONSTRUCTION
2010
J
2006
511
509
507
505
I
1
1
f
1
Legend
Houses to be Deconstructed
STATUS
COMPLETE
STARTED
NOT STARTED
NOT ACQUIRED
Sheet 2 of 4
510
508
I
1
ATTACHMENT B
i
I
/ER
50 25 0
MI
I' 1
/ I
I
1
I
I
50 Feet
Dubuque
lsfr
'I II' ,
2007
/
/
/
/
/
/
/
/
I
I
I
I
I
Z
N
N
Legend
Houses to be Deconstructed
STATUS
COMPLETE
STARTED
NOT STARTED
NOT ACQUIRED
508
506
504
500
Sheet 3 of 4
KNIEST
ATTACHMENT B
BEE BRANCH CREEK RESTORATION PROJECT: BUILDING DECONSTRUCTION
509
2106
2104
2100
Z
-J
0
U
Z
2020
2014
2010
1 7 - - r
50 25 0
50 Feet
Du buque
2007
I
51C
50
i
Sheet 4 of 4
ATTACHMENT B
BEE BRANCH CREEK RESTORATION PROJECT: BUILDING DECONSTRUCTION
II
Legend
Houses to be Deconstructed
STATUS
COMPLETE
® STARTED
NOT STARTED
NOT ACQUIRED
2404
2345
2317
2300
WASHINGTON
Tr ---- r --- F - T - T - T
I i T l- _____ _ r _ T'T-
50 25 0
50 Feet
Dubuque
!s>md
Tap
2007
1
•
•
Bee Branch Creek Restoration Project
The figure above shows all of the properties that may be impacted by the
project. The impact will vary by property. In some instances only a
0 portion of a property may be required. The property acqusition process
will likely take up to three years to complete, beginning in 2005.
Bee Branch Creek Restoration Project
Property Impacts
The figure above shows all of the properties that may be impacted by the project. The impact will
vary by property. In some instances only a portion of a property may be required. The property
acqusition process will likely take up to three years to complete, beginning in 2005.
•
•
•
Bee Branch Creek Restoration Project
The figure above shows all of the properties that may be impacted by the project. The impact will
vary by property. In some instances only a portion of a property may be required. The property
acqusition process will likely take up to three years to complete, beginning in 2005.
•
•
•
AWARDING PUBLIC IMPROVEMENT CONTRACT FOR THE LOWER BEE BRANCH
CREEK RESTORATION PROJECT
Whereas, sealed proposals have been submitted by contractors for the Lower
Bee Branch Creek Restoration Project (the Project) pursuant to Resolution No. 112 -10
and Notice to Bidders published in a newspaper published in the City of Dubuque, Iowa
on the 23rd day of April, 2010; and
Whereas, said sealed proposals were opened and read on the 25 day of May,
2010 and it has been determined that Tschiggfrie Excavating Co. of Dubuque, Iowa,
with a bid in the amount of $10,836,588.85, is the lowest responsive, responsible bidder
for the Project.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
That a Public Improvement Contract for the Project is hereby awarded to
Tschiggfrie Excavating Co. and the City Manager is hereby directed to execute a Public
Improvement Contract on behalf of the City of Dubuque for the Project.
Passed, approved and adopted this 16th d ay o A ugust 2010.
C
Roy D. Buol, Mayor
Attest:
a
nne F. Schneider, CMC, City Clerk
RESOLUTION NO. 336-10
NO. DESCRIPTION
GENERAL
1 Mobilization and Miscellaneous
2 Clearing and Grubbing
3 Dewatering
4 Storm Water Pollution Prevention Plan
TRAFFIC CONTROL
5 Temporary Asphalt
6 Detour Signing
7 Traffic Control Barrels
SANITARY SEWER
8 24 -inch Diameter DIP w /Compacted Backfill
9 36 -inch Diameter DIP w /Compacted Backfill
10 42 -inch Diameter DIP w /Compacted Backfill
11 Manhole Base, 48 -inch ID
12 Manhole Base, 60 -inch ID
13 Manhole Base, 72 -inch ID
14 Manhole Base, 84 -inch ID
15 48 -inch ID Manhole Sidewall
16 60 -inch ID Manhole Sidewall
17 72 -inch ID Manhole Sidewall
18 84-inch ID Manhole Sidewall
19 Sanitary Manhole Cover and Frame
20 Imported Granular Backfill
21 Connect to Existing Lateral
22 Abandon Existing Sanitary Sewer & Laterals
23 Connect to Existing Sewer
24 Tight Sheeting
STORM SEWER
25 15 -inch Diameter RCP w /Compacted Backfill
26 18 -inch Diameter RCP w /Compacted Backfill
27 24 -inch Diameter RCP w /Compacted Backfill
28 30 -inch Diameter RCP w /Compacted Backfill
29 36 -inch Diameter RCP w /Compacted Backfill
30 48 -inch Diameter RCP w /Compacted Backfill
31 60 -inch Diameter RCP w /Compacted Backfill
32 84-inch Diameter RCP w /Compacted Backfill
33 18 -inch Diameter RCP FES
34 24 -inch Diameter RCP FES
35 30 -inch Diameter RCP FES
36 36 -inch Diameter RCP FES
37 48 -inch Diameter RCP FES
38 60 -inch Diameter RCP FES
39 84 -inch Diameter RCP FES
40 Junction Chamber #1
1 LS $372,000.00
1 LS $35,000.00
1 LS $345,000.00
1 LS $15,000.00
SUB -TOTAL
1 LS $7,500.00
1 LS $7,500.00
1 LS $7,500.00
SUB -TOTAL
SUB -TOTAL
LOWER BEE BRANCH CREEK RESTORATION PROJECT
BID RESULT TABULATION
25- May -10
BIDDER BIDDER BIDDER
Engineer's Estimate Tschiggfrie Excavating Portzen Construction CJ Moyna & Sons, Inc
UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
QUANTITY PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE
$372,000.00
$35,000.00
$345,000.00
$15,000.00
$767,000.001
$7,500.00
$7,500.00
$7,500.00
1 $22,500.001
212 LF $225.00 $47,700.00
1897 LF $315.00 $597,555.00
30 LF $515.00
1 EA $750.00
1 EA $1,000.00
5 EA $1,250.00
3 EA $1,500.00
10.6 LF $100.00
14.1 LF $150.00
95.5 LF $250.00
69.3 LF $350.00
10 EA $450.00
15425 TON $10.00
3 EA $400.00
1 LS $5,000.00
1 LS $400.00
4250 VSF $30.00
$15,450.00
$750.00
$1,000.00
$6,250.00
$4,500.00
$1,060.00
$2,115.00
$23,875.00
$24,255.00
$4,500.00
$154,250.00
$1,200.00
$5,000.00
$400.00
$127,500.00
1 $1,017,360.001
$262,800 00
$60,600.00
$1,221,000.00
$56,800.00
$13,650.00
$12,050.00
$2,650.00
$182.00
$220.00
$3,356.00
$826.00
$1,419.00
$1,808.00
$2,573.00
$177.00
$0.00
$324.00
$471.00
$357.00
$14.85
$2,160.00
$5,860.00
$3,410.00
$1.00
$262,800.00
$60,600.00
$1,221,000.00
$56,800.00
I $1,601,200.001
$13,650.00
$12,050.00
$2,650 00
$28,350.001
$38,584.00
$417,340.00
$100,680.00
$826.00
$1,419.00
$9,040.00
$7,719.00
$1,876.20
$0.00
$30,942.00
$32,640.30
$3,570.00
$229,061.25
$6,480.00
$5,860.00
$3,410.00
$4,250.00
1 $893,697751
$330,000.00
$107,000.00
$1,300,000.00
$90,000.00
$20,000.00
$20,000.00
$2,750.00
$225.00
$290.00
$750.00
$1,200.00
$2,100.00
$3,200.00
$4,000.00
$106.00
$0.00
$253.00
$340.00
$245.00
$4.00
$300.00
$6,600.00
$73,000.00
$8.00
$330,000.00
$107,000.00
$1,300,000.00
$90,000.00
1 $1,827,000.001
$20,000.00
$20,000.00
$2,750.00
1 $42,750.00
$47,700.00
$550,130.00
$22,500.00
$1,200.00
$2,100.00
$16,000.00
$12,000.00
$1,123.60
$0.00
$24,161.50
$23,562.00
$2,450.00
$61,700.00
$900.00
$6,600.00
$73,000.00
$34,000.00
I $879,127.101
$1,000,000.00
$100,000.00
$1,800,000.00
$95,000.00
$12,995.00
$11,478.00
$2,500.00
$205.00
$266.00
$634.00
$1,100.00
$1,945.00
$2,935.00
$3,591.67
$97.00
$0.00
$229.25
$313.75
$225.00
$3.44
$250.00
$6,000.00
$66,352.00
$7.53
$1,000,000.00
$100,000.00
$1,800,000.00
$95,000.00
I $2,995,000.001
$12,995.00
$11,478.00
$2,500.00
1 $26,973.001
$43,460.00
$504,602.00
$19,020.00
$1,100.00
$1,945.00
$14,675.00
$10,775.01
$1,028.20
$0.00
$21,893.38
$21,742.88
$2,250.00
$53,062.00
$750.00
$6,000.00
$66,352.00
$32,002.50
1 $800,657.961
659 LF $35.00 $23,065.00 $24.50 $16,145.50 $39.00 $25,701.00 $35.40 $23,328.60
797 LF $42.50 $33,872.50 $26.50 $21,120.50 $43.00 $34,271.00 $38.32 $30,541.04
290 LF $55.00 $15,950.00 $34.85 $10,106.50 $51.00 $14,790.00 $45.36 $13,154.40
167 LF $90.00 $15,030.00 $52.55 $8,775.85 $66.00 $11,022.00 $59.61 $9,954.87
168 LF $120.00 $20,160.00 $61.50 $10,332.00 $86.00 $14,448.00 $77.39 $13,001.52
64 LF $175.00 $11,200.00 $93.00 $5,952.00 $125.00 $8,000.00 $113.52 $7,265.28
32 LF $225.00 $7,200.00 $181.00 $5,792.00 $183.00 $5,856.00 $166.00 $5,312.00
353 LF $550.00' $194,150.00 $340.00 $120,020.00 $365.00 $128,845.00 $331.37 $116,973 61
2 EA $500.00 $1,000.00 $1,360.00 $2,720.00 $2,300.00 $4,600.00 $2,105.00 $4,210.00
1 EA $650.00 $650.00 $1,590.00 $1,590.00 $3,650.00 $3,650.00 $3,342.00 $3,342.00
1 EA $800.00 $800.00 $1,900.00 $1,900.00 $4,000.00 $4,000.00 $3,773.00 $3,773.00
1 EA $1,000.00 $1,000.00 $2,890.00 $2, 890.00 $4, 750.00 $4,750.00 $4,311.00 $4,311.00
1 EA $1,350.00 $1,350.00 $3,790.00 $3,790.00 $5,750.00 $5,750.00 $5,231.00 $5,231.00
1 EA $2,500.00 $2,500.00 $5,200.00 $5,200.00 $6,850.00 $6,850.00 $6,224.00 $6,224.00
1 EA $3,150.00 $3,150.00 $8,600.00 $8,600.00 $10,500.00 $10,500.00 $9,558.00 $9,558.00
1 LS $27,500.00 $27,500.00 $37,000.00 $37,000.00 $14,400.00 $14,400.00 $13,065.00 $13,065.00
NO. DESCRIPTION
41 Junction Chamber #2
42 19th Street Storm Sewer Structure #1
43 16th Street Storm Sewer Structures #2
44 16th Street Storm Sewer Structures #3
45 Bee Branch Extension Structure
46 Manhole Base, 48 -inch ID
47 Manhole Base, 72 -inch ID
48 Manhole Base, 96 -inch ID
49 48 -inch ID Manhole Sidewall
50 72 -inch ID Manhole Sidewall
51 96 -inch ID Manhole Sidewall
52 Storm Sewer Manhole Cover and Frame
53 Storm Sewer Inlet, Complete
54 Imported Granular Backfill
55 Abandon All Existing Storm Sewer
56 Abandon Existing Bee Branch
57 "A ", Page C292, Complete as Noted
58 "B", Page C292, Complete as Noted
59 "C ", Page C292, Complete as Noted
60 "D ", Page C292, Complete as Noted
61 "E ", Page C292, Complete as Noted
SUB -TOTAL
WATER MAIN
62 6 -inch ID DIP Water Main w /Compacted Backfill
63 8 -inch ID DIP Water Main w /Compacted Backfill
64 12 -inch ID DIP Water Main w /Compacted Backfill
65 6 -inch ID DIP Hydrant Lead w /Compacted Backfill
66 1 -inch ID Copper Water Service w /Compacted Backfill
67 6 -inch ID Gate Valve w /Compacted Backfill
68 12 -inch ID Gate Valve w /Compacted Backfill
69 1 -inch ID Corporation Stop, Curb Stop, and Box
70 Fire Hydrant w /Auxiliary Valve w /Compacted Backfill
71 Thrust Resistance
72 6 -inch Diameter, 45 & 90 Degree Bends
73 12 -inch Diameter, 45 & 90 Degree Bends
74 12 -inch x 6 -inch Tee
75 12 -inch x 8 -inch Reducer
76 72 -inch ID Valve Manhole w/ 1/2 -inch Tap & Valve
77 72 -inch ID Water Service Manhole wlCompacted Backfill
78 Connect to Existing Water Main
79 Connect to Existing Water Service
80 Abandon Existing Water Main & Watter Services
81 Imported Granular Backfill
SUB -TOTAL
LOWER BEE BRANCH CREEK
BID RESULT TA
25 -May-
Engineer's Estimate
UNIT TOTAL
QUANTITY PRICE PRICE
1 LS $18,500.00 $18,500.00
1 LS $28,393.50 $28,393 50
1 LS $21,100.00 $21,100.00
1 LS $31,227.00 $31,227.00
1 LS $181,900.00 $181,900.00
9 EA $400.00 $3,600.00
3 EA $650.00 $1,950.00
2 EA $1,000.00 $2,000.00
71.1 LF $100.00 $7,110.00
21.3 LF $250.00 $5,325.00
23.1 LF $450.00 $10,395.00
17 EA $450.00 $7,650.00
19 EA $1,750.00
1874 TON $10.00
1 LS $10,000.00
1160 LF $97.00
1 LS $7,370.00
1 LS $8,105.00
1 LS $19,750.00
1 LS $6,445.00
1 LS $8,460.00
35 LF
35 LF
310 LF
20 LF
100 LF
1 EA
2 EA
2 EA
2 EA
1 LS
1 EA
6 EA
1 EA
2 EA
1 EA
1 EA
6 EA
2 EA
1 LS
200 TON
$55.00
$65.00
$95.00
$55.00
$25.00
$550.00
$1,100.00
$500.00
$2,150.00
$1,725.00
$115.00
$225.00
$225.00
$225.00
$3,650.00
$3,450.00
$245.00
$165.00
$1,000.00
$10.00
$33,250.00
$18,740.00
$10,000.00
$112,520.00
$7,370.00
$8,105.00
$19,750.00
$6,445.00
$8,460.00
1 $902,368.001
$1,925.00
$2,275.00
$29,450.00
$1,100.00
$2,500.00
$550.00
$2,200.00
$1,000.00
$4,300.00
$1,725.00
$115.00
$1,350.00
$225.00
$450.00
$3,650.00
$3,450.00
$1,470.00
$330.00
$1,000.00
$2,000.00
$61,065.001
RESTORATION PROJECT
BULATION
10
BIDDER
Tschiggfrie Excavating
UNIT TOTAL
PRICE
$62,200.00
$45,800.00
$52,500.00
$48,400.00
$97,500.00
$639.00
$945.00
$1,826.00
$179.00
$331.00
$1,151.00
$307.00
$1,887.00
$14.85
$57,400.00
$47.85
$5,220.00
$5,650.00
$15,230.00
$3,870.00
$8,620.00
$45.70
$55.20
$56.35
$38.10
$29.80
$773.00
$1,705.00
$421.00
$2,955.00
$6,612.00
$282.00
$623.00
$626.00
$638.00
$6,641.00
$4,442.00
$1,916.00
$314.00
$4,800.00
$14.85
PRICE
$62,200.00
$45,800.00
$52,500.00
$48,400.00
$97,500.00
$5,751.00
$2,835.00
$3,652.00
$12,726.90
$7,050.30
$26,588.10
$5,219.00
$35,853.00
$27,828.90
$57,400.00
$55,506.00
$5,220.00
$5,650.00
$15,230.00
$3,870.00
$8,620.00
1 $847,334.551
$1,599.50
$1,932.00
$17,468.50
$762.00
$2,980.00
$773.00
$3,410.00
$842.00
$5,910.00
$6,612.00
$282.00
$3,738.00
$626.00
$1,276.00
$6,641.00
$4,442.00
$11,496.00
$628.00
$4,800.00
$2,970.00
$79,188.001
BIDDER
Portzen Construction
UNIT
PRICE
$27,000.00
$20,000.00
$22,000.00
$25,000.00
$115,000.00
$1,500.00
$2,300.00
$4,250.00
$112.00
$245.00
$450.00
$440.00
$1,800.00
$4.00
$45,000.00
$290.00
$7,000.00
$7,700.00
$15,400.00
$5,400.00
$7,500.00
$39.00
$44.00
$57.00
$38.00
$11.00
$770.00
$1,900.00
$750.00
$3,100.00
$4,000.00
$245.00
$660.00
$580 00
$350.00
$10,500.00
$5,500.00
$660.00
$500.00
$2,200.00
$4.00
TOTAL
PRICE
$27,000.00
$20,000.00
$22,000.00
$25,000.00
$115,000.00
$13,500.00
$6,900.00
$8,500.00
$7,963.20
$5,218.50
$10,395.00
$7,480.00
$34,200.00
$7,496.00
$45,000.00
$336,400.00
$7,000.00
$7,700.00
$15,400.00
$5,400.00
$7,500.00
1 $1,032,485.701
$1,365.00
$1,540.00
$17,670.00
$760.00
$1,100.00
$770.00
$3,800.00
$1,500.00
$6,200.00
$4,000.00
$245.00
$3,960.00
$580.00
$700.00
$10,500.00
$5,500.00
$3,960.00
$1,000.00
$2,200.00
$800.00
$68,150.00
BIDDER
CJ Moyna & Sons, Inc.
UNIT TOTAL
PRICE PRICE
$25,215.00 $25,215.00
$12,806.00 $12,806.00
$19,350.00 $19,350.00
$12,700.00 $12,700.00
$130,200.00 $130,200.00
$1,344.25 $12,098.25
$2,072.00 $6,216.00
$3,830.00 $7,660.00
$102.00
$224.25
$405.73
$390.00
$1,928.16
$3.44
$42,000.00
$100.00
$6,443.20
$7,051.00
$13,930.00
$4,903.00
$6,841.00
$34.84
$39.70
$52.08
$34.43
$23.00
$700.00
$1,701.00
$204.50
$2,770.00
$3,650.00
$225.00
$599.33
$528.00
$317.00
$9,577.00
$4,885.00
$600.00
$150.00
$2,000.00
$3.44
$7,252.20
$4,776.53
$9,372.36
$6,630.00
$36,635.04
$6,446.56
$42,000.00
$116,000.00
$6,443.20
$7,051.00
$13,930.00
$4,903.00
$6,841.00
1 $763,771.461
$1,219.40
$1,389.50
$16,144.80
$688.60
$2,300.00
$700.00
$3,402.00
$409.00
$5,540.00
$3,650.00
$225.00
$3,595.98
$528.00
$634.00
$9,577.00
$4,885.00
$3,600.00
$300.00
$2,000.00
$688.00
1 $61,476.281
NO. DESCRIPTION
SITE
82 Common Excavation (Estimated 200,900 CY)
83 Special Excavation (Estimated 64,600 CY)
84 Fill Area Monitoring
85 Fill Area Working Mat w /Geotextile
86 16th Street Basin Finished Grading
87 Channel Finished Grading
ROADWAY
SUB -TOTAL
88 Sycamore Street Bridge
89 Sycamore Street Bridge Piling
90 16th Street Bridge
91 16th Street Bridge Piling
92 Asphalt Pavement Milling
93 30 -inch Concrete Curb & Gutter
94 PCC Pavement (Excluding Bridge Approaches)
95 ACC Pavement, Surface Course
96 ACC Pavement, Binder Course
97 Crushed Aggregate Base Course (Excluding Asphalt Path)
98 Asphalt Path w /Base Course
99 4 -inch PCC Sidewalk
100 6 -inch PCC Sidewalk
101 PCC Driveway Apron
102 Remove & Replace Road Signs
103 Pavement Marking Stop Bar
104 Pavement Marking Croosswalk
105 Pavement Marking Centerline
106 Curb Ramp, Truncated Dome
107 3" Modified Macadam - Subgrade Stabilization
SUB -TOTAL
LANDSCAPING & SITE RESTORATION
108 Surface Area 1 - Heavy Reventment w /Geotextile
109 Surface Area 2 - Medium Reventment w /Geotextile
110 Surface Area A - Seeded Turf
111 Surface Area B - Seeded Short Grass Prairie
112 Surface Area C - Wetland Edge Seed
113 Surface Area D - Emergent/Transitional Plant Plugs
114 Surface Area F - Surcharge Cover
115 Surface Area G - Fescue/Sedge
116 2 Ton Random Limstone Block (Salvaged on Site)
117 2 Rail Cedar Fence
118 Bark Mulch
119 Topsoil
120 Jute Mesh
121 State Street Maple
122 Autumn Red FlameMaple
12267 SY
12111 SY
26382 SY
16375 SY
6864 SY
1802 SY
238 SY
857 SY
199 EA
1440 LF
3744 SY
55465 SY
1802 SY
9 EA
28 EA
LOWER BEE BRANCH CREEK RESTORATION PROJECT
BID RESULT TABULATION
25- May -10
BIDDER BIDDER BIDDER
Engineers Estimate Tschiggfrie Excavating Portzen Construction CJ Moyna & Sons, Inc.
UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
QUANTITY PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE
1 LS $904,050.00 $904,050.00 $2,085,600.00
1 LS $290,700.00 $290,700.00 $310,300.00
1 LS $20,000.00 $20,000.00 $12,900.00
25000 SY $5.00 $125,000.00 $17.60
169444 SY $0.50 $84,722.00 $0.50
67991 SY $0.50 $33,995.50 $0.40
1 LS $1,163,600.00 $1,163,600.00 $940,300.00
5110 LF $32.00 $163,520.00 $52.80
1 LS $1,281,233.00 $1,281,233.00 $1,086,200.00
5460 LF $32.00 $174,720.00 $52.80
522 SY $4.55 $2,375.10 $9.10
422 LF $18.00 $7,596.00 $18.85
429 SY $45.00 $19,305.00 $58.95
502 TON $75.00 $37,650.00 $82.95
249 TON $75.00 $18,675.00 $82.95
3599 TON $11.50 $41,388.50 $13.80
28500 SF $1.95 $55,575.00 $2.45
3400 SF $5.00 $17,000.00 $3.55
44 SY $55.00 $2,420.00 $42.50
2333 SF $7.50 $17,497.50 $4.20
1 LS $750.00 $750.00 $158.00
68 LF $5.00 $340.00 $2.10
350 LF $5.00 $1,750.00 $1.05
650 LF $5.00 $3,250.00 $1.05
20 EA $65.00 $1,300.00 $216.00
250 TON $15.00 $3,750.00 $17.55
$25.00
$25.00
$1.00
$10.00
$10.00
$10.00
$1.00
$5 00
$35.00
$10.00
$5.00
$2.00
$0.20
$325.00
$325.00
I $1,458,467.501
I $3,013,695.101
$306,675.00
$302,775.00
$26,382.00
$163,750.00
$68,640.00
$18,020.00
$238.00
$4,285.00
$6,965.00
$14,400.00
$18,720.00
$110,930.00
$360.40
$2,925.00
$9,100.00
$26.20
$23.75
$2.00
$2.50
$2.45
$12.80
$2.00
$2.50
$42.00
$7.35
$6.40
$7.20
$1.45
$362.00
$290.00
$2,085,600.00
$310,300.00
$12,900.00
$440,000.00
$84,722.00
$27,196.40
$2,960,718.401
$940,300.00
$269,808.00
$1,086,200.00
$288,288.00
$4,750.20
$7,954.70
$25,289.55
$41,640.90
$20,654.55
$49,666.20
$69,825.00
$12,070.00
$1,870.00
$9,798.60
$158.00
$142.80
$367.50
$682.50
$4,320.00
$4,387.50
$2,838,174.001
$321,395.40
$287,636.25
$52,764.00
$40,937.50
$16,816.80
$23,065.60
$476.00
$2,142.50
$8,358.00
$10,584.00
$23,961.60
$399,348.00
$2,612.90
$3,258.00
$8,120.00
$1,750,000.00
$232,000 00
$12,500.00
$28.00
$1.10
$0.40
$951,000.00
$53.00
$1,127,000.00
$53.00
$8.00
$18.00
$50.00
$79.00
$87.00
$14.00
$2.32
$4.00
$49.50
$5 50
$150.00
$2.00
$1.00
$1.00
$250.00
$26.00
$24.00
$19.20
$1.80
$2.75
$2.75
$9.15
$0.50
$2.25
$66.00
$15.00
$0.65
$5.25
$1.50
$370.00
$220.00
$1,750,000.00
$232,000.00
$12,500.00
$700,000.00
$186,388.40
$27,196.40
1 $2,908,084.801
$951,000.00
$270,830.00
$1,127,000.00
$289,380.00
$4,176.00
$7,596.00
$21,450.00
$39,658.00
$21,663.00
$50,386.00
$66,120.00
$13,600.00
$2,178.00
$12,831.50
$150.00
$136.00
$350.00
$650.00
$5,000.00
$6,500.00
I $2,890,654.501
$294,408.00
$232,531.20
$47,487.60
$45,031.25
$18,876.00
$16,488.30
$119.00
$1,928.25
$13,134.00
$21,600.00
$2,433.60
$291,191.25
$2,703.00
$3,330.00
$6,160.00
$2,980,000.00
$260,000.00
$5,000.00
$32.70
$0.01
$0.01
$851,000.00
$50.30
$1,003,000.00
$50.30
$8.00
$18.00
$49.00
$79.00
$79.00
$14.50
$2.32
$3.50
$36.00
$4.50
$150.00
$2.00
$1.00
$1.00
$36.00
$25.00
$27.60
$25.10
$1.90
$2.39
$2.34
$12.18
$20.00
$2.40
$1.00
$5.25
$4.00
$7.00
$1.40
$345.00
$276.00
$2,980,000.00
$260,000.00
$5,000.00
$817,500.00
$1,694.44
$679.91
I $4,064,874.351
$851,000.00
$257,033.00
$1,003,000.00
$274,638.00
$4,176.00
$7,596.00
$21,021.00
$39,658.00
$19,671.00
$52,185.50
$66,120.00
$11,900.00
$1,584.00
$10,498.50
$150.00
$136.00
$350.00
$650.00
$720.00
$6,250.00
I $2,628,337.001
$338,569.20
$303,986.10
$50,125.80
$39,136.25
$16,061.76
$21,948.36
$4,760.00
$2,056.80
$199.00
$7,560.00
$14,976.00
$388,255.00
$2,522.80
$3,105.00
$7,728.00
NO. DESCRIPTION QUANTITY PRICE PRICE PRICE
123 Northwood Red Maple 19 EA $325.00 $6,175.00 $362.00
124 Fall Fiesta Sugar Maple 5 EA $325.00 $1,625.00 $326.00
125 Green Mountain Sugar Maple 3 EA $325.00 $975.00 $254.00
126 Autumn Fantasy Freeman Maple 8 EA $325 00 $2,600.00 $326.00
127 Celebration Freeman Maple 58 EA $325.00 $18,850.00 $326.00
128 European Alder 40 EA $325.00 $13,000.00 $344.00
129 Heritage River Birch 10 EA $325.00 $3,250.00 $217.00
130 Little King River Birch 48 EA $325.00 $15,600.00 $254.00
131 Hackberry 12 EA $325.00 $3,900.00 $398.00
132 Skyline Honeylocust 5 EA $325.00 $1,625.00 $435.00
133 Kentucky Coffeetree 3 EA $325.00 $975.00 $725.00
134 Swamp White Oak 25 EA $325.00 $8,125.00 $398.00
135 Scarlet Oak 2 EA $325.00 $650.00 $435.00
136 Redmond Linden 5 EA $325.00 $1,625.00 $398.00
137 Downy Serviceberry 16 EA $325.00 $5,200.00 $300.00
138 Thornless Cockspur Hawthorn 3 EA $325.00 $975.00 $235.00
139 Winter King Hawthorn 9 EA $325.00 $2,925.00 $326.00
140 Prairie Fire Crabapple 34 EA $325.00 $11,050.00 $181.00
141 Redbud Crabapple 20 EA $325.00 $6,500.00 $181.00
142 American Plum 6 EA $325.00 $1,950.00 $435.00
143 Amur Chokecherry 1 EA $325.00 $325.00 $453.00
144 Canada Red Chokecherry 3 EA $325.00 $975.00 $326.00
145 White Fir 2 EA $325.00 $650.00 $362.00
146 Fraser Fir 1 EA $325.00 $325.00 $308.00
147 Tamarack 19 EA $325.00 $6,175.00 $199.00
148 Black Hills Spruce 31 EA $325.00 $10,075.00 $290.00
149 Dwarf Blue Spruce 55 EA $325.00 $17,875.00 $362.00
150 Watered Scots Pine 5 EA $325.00 $1,625.00 $489.00
ALTERNATE BID #1 - FLOATING ISLAND
A1.1 Floating Island Structure
SUB -TOTAL
TOTAL BASE BID
TOTAL
LOWER BEE BRANCH CREEK RESTORATION PROJECT
BID RESULT TABULATION
25- May -10
BIDDER
Engineers Estimate Tschiggfrie Excavating
UNIT TOTAL UNIT
% Over /Under
$1,199,765.401
I $8,442,221.001
0.00%
1 LS $126,500.00 $126,500.00 $199,000.00
I $126,500.001
TOTAL
PRICE
$6,878.00
$1,630.00
$762.00
$2,608.00
$18,908.00
$13,760.00
$2,170.00
$12,192.00
$4,776.00
$2,175.00
$2,175.00
$9,950.00
$870.00
$1,990.00
$4,800.00
$705.00
$2,934.00
$6,154.00
$3,620.00
$2,610.00
$453.00
$978.00
$724.00
$308.00
$3,781.00
$8,990.00
$19,910.00
$2,445.00
$1,340,732.551
$10,589,395.251
25.43%
$199,000.00 $195,000.00
1 $199,000.001
BIDDER BIDDER
Portzen Construction CJ Moyna & Sons, Inc.
UNIT TOTAL UNIT TOTAL
PRICE PRICE PRICE PRICE
$242.00 $4,598.00 $345.00
$210.00 $1,050.00 $310.00
$210.00 $630.00 $241.50
$240.00 $1,920.00 $310.50
$240.00 $13,920.00 $310.50
$165.00 $6,600.00 $327.75
$190.00 $1,900.00 $207.00
$190.00 $9,120.00 $241.50
$320.00 $3,840.00 $379.50
$275.00 $1,375.00 $414.00
$415.00 $1,245.00 $690.00
$330.00 $8,250.00 $379.50
$330.00 $660.00 $414.00
$308.00 $1,540.00 $379.50
$140.00 $2,240.00 $258.75
$220.00 $660.00 $224.25
$307.00 $2,763.00 $310.50
$176.00 $5,984.00 $172.50
$155.00 $3,100.00 $172.50
$242.00 $1,452.00 $414.00
$341.00 $341.00 $431.25
$260.00 $780.00 $310.50
$310.00 $620.00 $345.00
$286.00 $286.00 $293.25
$225.00 $4,275.00 $189.75
$183.00 $5,673.00 $276.00
$242.00 $13,310.00 $345.00
$490.00 $2,450.00 $465.75
1 $1,098,003.451
I $10,746,255.551
27.29%
$195,000.00
1 $195,000.001
$6,555.00
$1,550.00
$724.50
$2,484.00
$18,009.00
$13,110.00
$2,070.00
$11,592.00
$4,554.00
$2,070.00
$2,070.00
$9,487.50
$828.00
$1,897.50
$4,140.00
$672.75
$2,794.50
$5,865.00
$3,450.00
$2,484.00
$431.25
$931.50
$690.00
$293.25
$3,605.25
$8,556.00
$18,975.00
$2,328.75
1 $1,333,208.821
1 $12,674,298.871
50.13%
$189,500.00 $189,500.00
1 $189,500.001
NO. DESCRIPTION
ALTERNATE BID #4 - LIGHTING
A4.1 Lighting Fixture
A4.2 Light Pole
A4.3 Light Pole Base
A4.4 Electric Service Pedistal
A4.5 Pullbox
A4.6 Electrical Wire and Conduit w /Compacted Backfill
A4.7 Conduit & Wring Between Transformer & Service Pedestal
TOTAL
ALTERNATE BID #5 - HDPE STORM SEWER
A5.1 15 -inch Diameter HDPE w /Compacted Backfill
A5.2 18 -inch Diameter HDPE w /Compacted Backfill
A5.3 24 -inch Diameter HDPE w /Compacted Backfill
ALTERNATE BID #6 - COMPOST AMENDMENT
A6 Compost Amendment
ALTERNATE BID #7 - 2 -YEAR EXTENDED MAINTENANCE
A7 2 -Year Extended Maintenance Period
ALTERNATE BID #8 - SHOVEL CUT EDGE
A8 Shovel Cut Edge
A9.1 12 -inch ID DIP Water Main w/ Compacted Backfill
A9.2 6 -inch ID DIP Water Main w/ Compacted Backfill
A9.3 12 -inch ID Gate Valve w/ Compacted Backfill
A9.4 6 -inch ID Gate Valve w/ Compacted Backfill
A9.5 Reset Existing Fire Hydrant
A9.6 20 -inch ID Steel Casing Pipe
A9.7 12 -inch Diameter, 45 & 90 Degree Bends
A9.8 20x12 -inch Diameter, Tapping Tee
A9.9 12x6 -inch Diameter, Tee
A9.10 Connect to Existing Main
A9.11 Abandon Existing Water Main & Water Services
A9.12 Imported Granular Backfill
A9.13 Crushed Aggregate Base Course
A9.14 PCC Pavement
A9.15 30 -inch Concrete Curt) and Gutter
A9.16 Traffic Control
TOTAL
TOTAL
TOTAL
TOTAL
ALTERNATE BID #9 -16th STREET WATER MAIN EXTENSION
TOTAL
LOWER BEE BRANCH CREEK RESTORATION PROJECT
BID RESULT TABULATION
25- May -10
BIDDER BIDDER BIDDER
Engineer's Estimate Tschiggfrie Excavating Portzen Construction CJ Moyna & Sons, Inc.
UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
QUANTITY PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE
28 EA $3,000.00 $84,000.00 $1,649.00 $46,172.00 $1,771.00
28 EA $750.00 $21,000.00 $2,556.00 $71,568.00 $2,551.00
28 EA $700.00 $19,600.00 $1,016.00 $28,448.00 $850.00
1 LS $10,000.00 $10,000.00 $9,002.00 $9,002.00 $10,182.00
8 EA $475.00 $3,800.00 $1,158.00 $9,264.00 $1,485.00
2500 LF $10.00 $25,000.00 $23.50 $58,750.00 $24.00
100 LF $10.00 $1,000.00 $4.20 $420.00 $25.50
55465 SY
3431 LF
$1.00
1 $164,400.001
659 LF $30.00 $19,770.00 $24.55 $16,178.45 $34.00
797 LF $37.50 $29,887.50 $27.85 $22,196.45 $38.00
290 LF $45.00 $13,050.00 $35.75 $10,367.50 $44.00
1 $62,707.501
$2.00 $110,930.00
1 $110,930.001
1 LS $15,000.00 $15,000.00 $21,000.00
$1
$3,431.00 $1.60
$3,431.001
450 LF $95.00 $42,750.00 $53.10
30 LF $55.00 $1,650.00 $34.95
1 EA $1,100.00 $1,100.00 $1,705.00
1 EA $550.00 $550.00 $773.00
1 EA $550.00 $550.00 $1,777.00
100 LF $105.00 $10,500.00 $257.00
1 EA $225.00 $225.00 $611.00
1 EA $550.00 $550.00 $2,688.00
1 EA $275.00 $275.00 $626.00
1 EA $500.00 $500.00 $1,930.00
1 LS $500.00 $500.00 $2,800.00
1000 TON $10.00 $10,000.00 $14.85
670 TON $11.50 $7,705.00 $14.05
680 SY $45.00 $30,600.00 $39.65
20 LF $18.00 $360.00 $44.45
1 LS $1,000.00 $1,000.00 $2,100.00
1 $108,815.001
1 $223,624.001
1 $48,742.401
$2.15 $119,249.75
$119,249.751
$21,000.00 $65,000.00
$21,000.001
$5,489.60 $0.65
$5,489.601
$23,895.00
$1,048.50
$1,705.00
$773.00
$1,777.00
$25,700.00
$611.00
$2,688.00
$626.00
$1,930.00
$2,800.00
$14,850.00
$9,413.50
$26,962.00
$889.00
$2,100.00
I $117,768.001
$49,588.00
$71,428.00
$23,800.00
$10,182.00
$11,880.00
$60,000.00
$2,550.00
1 $229,428.00
$22,406.00
$30,286.00
$12,760.00
1 $65,452.001
$1.20 $66,558.00
$75.00
$32.00
$200.00
$800.00
$660.00
$164.00
$75.00
$5,000.00
$625.00
$770.00
$1,100.00
$4.00
$14.00
$50.00
$40.00
$2,000.00
1 $66,558.001
$65,000.00
1 $65,000.001
$2,230.15
$2,230.151
$33,750.00
$960.00
$200.00
$800.00
$660.00
$16,400.00
$75.00
$5,000.00
$625.00
$770.00
$1,100.00
$4,000.00
$9,380.00
$34,000.00
$800.00
$2,000.00
$110,520.00
$1,500.00
$2,081.00
$525.00
$10,535.00
$450.00
$20.44
$57.00
$30.90
$33.60
$40.20
$42,000.00
$58,268.00
$14,700 00
$10,535.00
$3,600.00
$51,100.00
$5,700.00
1 $185,903.001
$20,363.10
$26,779.20
$11,658.00
1 $58,800.301
$2.05 $113,703.25
1 $113,703.251
$45,000.00 $45,000.00
$1.50 $5,146.50
$68.51
$28.95
$50.00
$750.00
$600.00
$147.27
$50.00
$4,500.00
$573.00
$700.00
$1,000.00
$3.44
$14.50
$49.00
$18.00
$2,000.00
$45,000.001
$5,146.501
$30,829.50
$868.50
$50.00
$750.00
$600.00
$14,727.00
$50.00
$4,500.00
$573.00
$700.00
$1,000.00
$3,440.00
$9,715.00
$33,320.00
$360.00
$2,000.00
1 $103,483.001
LOWER BEE BRANCH CREEK RESTORATION PROJECT
BID RESULT TABULATION
25- May -10
BIDDER BIDDER BIDDER
Engineer's Estimate Tschiggfrie Excavating Portzen Construction CJ Moyna & Sons, Inc.
UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
NO. DESCRIPTION QUANTITY PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE
ALTERNATE BID #4 - LIGHTING
A4.1 Lighting Fixture 28 EA $3,000.00 $84,000.00 $1,649.00 $46,172.00 $1,771.00 $49,588 00 $1,500.00
A4.2 Light Pole 28 EA $750.00 $21,000.00 $2,556.00 $71,56800 $2,551.00 $71,428.00 $2,081.00
A4.3 Light Pole Base 28 EA $700.00 $19,600.00 $1,016.00 $28,448.00 $850.00 $23,800.00 $525.00
A4.4 Electric Service Pedistal 1 LS $10,000.00 $10,000.00 $9,002.00 $9,002.00 $10,182.00 $10,182.00 $10,535.00
A4.5 Pullbox 8 EA $475.00 $3,800.00 $1,158.00 $9,264.00 $1,485.00 $11,880.00 $450.00
A4.6 Electrical Wire and Conduit w /Compacted Backfill 2500 LF $10.00 $25,000.00 $23.50 $58,750.00 $24.00 $60,000.00 $20.44
A4.7 Conduit & Wring Between Transformer & Service Pedestal 100 LF $10.00 $1,000.00 $4.20 $420.00 $25.50 $2,550.00 $57.00
TOTAL
ALTERNATE BID #5 - HDPE STORM SEWER
A5.1 15 -inch Diameter HDPE w /Compacted Ball
A5.2 18 -inch Diameter HDPE w /Compacted Ball
A5.3 24 -inch Diameter HDPE w /Compacted Ball
ALTERNATE BID #6 - COMPOST AMENDMENT
A6 Compost Amendment
TOTAL
TOTAL
ALTERNATE BID #7 - 2 -YEAR EXTENDED MAINTENANCE
A7 2 -Year Extended Maintenance Period
ALTERNATE BID #8 - SHOVEL CUT EDGE
A8 Shovel Cut Edge
TOTAL
TOTAL
659 LF
797 LF
290 LF
$30.00
$37.50
$45.00
1 $164,400.00
$19,770.00
$29,887.50
$13,050.00
1 $62,707.501
55465 SY $2.00 $110,930.00
1 LS 515,000.00
3431 LF
51.00
1 $110,930.001
515,000.00 521,000.00
1 $15 ,000 .00 1
53,431.00 $1.60
53,431.00
ALTERNATE BID #9 - 16th STREET WATER MAIN EXTENSION
A9.1 12 -inch ID DIP Water Main w/ Compacted Backfill 450 LF $95.00 $42,750.00
A9.2 6 -inch ID DIP Water Main w/ Compacted Backfill 30 LF $55.00 $1,650.00
A9.3 12 -inch ID Gate Valve w/ Compacted Backfill 1 EA $1,100.00 $1,100.00
A9.4 6 -inch ID Gate Valve w/ Compacted Backfill 1 EA $550.00 $550.00
A9.5 Reset Existing Fire Hydrant 1 EA $550.00 $550.00
A9.6 20 -inch ID Steel Casing Pipe 100 LF 5105.00 $10,500.00
A9.7 12 -inch Diameter, 45 & 90 Degree Bends 1 EA $225.00 $225.00
A9.8 20x12 -inch Diameter, Tapping Tee 1 EA $550.00 $550.00
A9.9 12x6 -inch Diameter, Tee 1 EA $275.00 $275.00
A9.10 Connect to Existing Main 1 EA $500.00 $500.00
A9.11 Abandon Existing Water Main & Water Services 1 LS 5500.00 $500.00
A9.12 Imported Granular Backfill 1000 TON $10.00 510,000.00
A9.13 Crushed Aggregate Base Course 670 TON $11.50 $7,705.00
A9.14 PCC Pavement 680 SY $45.00 530,600.00
A9.15 30 -inch Concrete Curb and Gutter 20 LF $18.00 5360.00
A9.16 Traffic Control 1 LS 51,000.00 $1,000.00
TOTAL 1 $108,815.001
$24.55
$27.85
$35.75
$53.10
$34.95
$1,705.00
$773.00
51,777.00
5257.00
$611.00
$2,688.00
$626.00
$1,930.00
52,800.00
$14.85
514.05
$39.65
$44.45
$2,100.00
1 5223,624.001
516,178.45
$22,196.45
$10,367.50
1 $48,742.40
534.00
538.00
544.00
$2.15 $119,249.75 $1.20
5119,249.751
$21,000.00 565,000.00
$21,000.001
$5,489.60 $0.65
$5,489.601
$23,895.00
51,048.50
51,705.00
$773.00
$1,777.00
$25,700.00
$611.00
$2,688.00
$626.00
$1,930.00
52,800.00
514,850.00
$9,413.50
$26,962.00
$889.00
$2,100.00
1 5117,768.001
$75.00
$32.00
$200.00
5800.00
5660.00
$164.00
575.00
55,000.00
$625.00
$770.00
$1,100.00
$4.00
$14.00
$50.00
$40.00
$2,000.00
1 $229,428.001
$22,406.00
$30,286.00
512,760.00
$65,452.001
$66,558.00
1 $66,558.001
565,000.00
$65,000.00
$2,230.15
52,230.15
533,750.00
$960.00
$200.00
$800.00
$660.00
516,400.00
575.00
55,000.00
$625.00
$770.00
$1,100 00
$4,000.00
59,380.00
534,000.00
5800.00
$2,000.00
1 $110,520.001
$30.90
$33.60
$40.20
$42,000.00
$58,268.00
$14,700.00
$10,535.00
$3,600.00
$51,100.00
55,700.00
1 $185.903.001
$20,363.10
$26,779.20
$11,658.00
558,800.301
$2.05 $113,703.25
1 $113,703.251
545,000.00 545,000.00
$45,000.001
51.50 $5,146.50
$68 51
$28.95
$50.00
$750.00
5600.00
$147.27
$50.00
$4,500.00
$573.00
5700.00
$1,000.00
$3.44
$14.50
$49.00
$18.00
$2,000.00
$5,146.501
530,829.50
$868.50
$50.00
5750.00
5600.00
514,727.00
550.00
54,500.00
$573.00
5700.00
$1,000.00
53,440.00
$9,715.00
$33,320.00
5360.00
$2,000.00
1 5103,483.001
BIDDER BIDDER BIDDER
Engineer's Estimate Tschiggfrie Excavating Portzen Construction CJ Moyna & Sons, Inc.
UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
NO. DESCRIPTION QUANTITY PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE
ALTERNATE BID #10 - 14th STREET WATER MAIN EXTENSION
A10.1 8 -inch ID DIP Water Main w/ Compacted Backfill
A10.2 6 -inch ID DIP Water Main w/ Compacted Backfill
A10.3 8 -inch ID Gate Valve w/ Compacted Bartell
A10.4 6 -inch ID Gate Valve w/ Compacted Backfill
A10.5 Fire Hydrant w/ Auxillary Valve
A10.6 16 -inch ID Steel Casing Pipe
A10.7 12 -inch Diameter, 45 & 90 Degree Bends
A10.8 20x12 -inch Diameter Tapping Tee
A10.9 12x6 -inch Diameter, Tee
A10.10 Connect to Existing Main
A10.11 Abandon Existing Water Main & Water Services
A10.12 Imported Granular Backfill
A10.13 Crushed Aggregate Base Course
A10.14 ACC Pavement, Surface Course
A10.15 ACC Pavement, Binder Course
A10.16 30 -inch Concrete Curb and Gutter
A10.17 Traffic Control
TOTAL
LOWER BEE BRANCH CREEK RESTORATION PROJECT
BID RESULT TABULATION
25- May -10
570 LF $65.00 $37,050.00
30 LF $55.00 $1,650.00
2 EA $850.00 $1,700.00
1 EA $550.00 $550.00
1 EA $2,150.00 $2,150.00
80 LF $100.00 $8,000.00
1 EA $225.00 $225.00
1 EA $550.00 $550.00
1 EA $275.00 $275.00
2 EA $500.00
1 LS $500.00
1100 TON $10.00
720 TON $11.50
180 TON $75.00
180 TON $75.00
20 LF $18.00
1 LS $1,000.00
$1,000.00
$500.00
$11,000.00
$8,280.00
$13,500.00
$13,500.00
$360.00
$1,000.00
1 $101,290.001
$40.25
$34.95
$925.00
$773.00
$2,955.00
$261.00
$611.00
$4,450.00
$626.00
$1,416.00
$2,800.00
$14.85
$14.80
$82.95
$92.95
$44.50
$2,625.00
$22,942 50
$1,048.50
$1,850.00
$773.00
$2,955.00
$20,880.00
$611.00
$4,450.00
$626.00
$2,832.00
$2,800.00
$16,335.00
$10,656.00
$14,931.00
$16,731.00
$890.00
$2,625.00
1 $123,936.001
$67.00
$35.00
$200.00
$825.00
$2,900.00
$150.00
$110.00
$3,300.00
$725.00
$1,100.00
$550.00
$4.00
$14.00
$79.00
$87.00
$40.00
$2,500.00
$38,190.00
$1,050.00
$400.00
$825.00
$2,900.00
$12,000.00
$110.00
$3,300.00
$725.00
$2,200.00
$550.00
$4,400.00
$10,080.00
$14,220.00
$15,660.00
$800.00
$2,500 00
1 $109,910.001
$61.00 $34,770.00
$31.82 $954.60
$175.00 $350.00
$755.00 $755.00
$2,685.00 $2,685.00
$136.58 $10,926.40
$100.00 $100.00
$3,000.00 $3,000.00
$668.00 $668.00
$1,000.00 $2,000.00
$500.00 $500.00
$3.44 $3,784.00
$12.99 $9,352.80
$79.00 $14,220.00
$79.00 $14,220.00
$18.00 $360.00
$2,500.00 $2,500.00
1 $101,145.801