EDA Disaster Grant_Bee Branch Creek RestorationMasterpiece on the Mississippi
Dubuque
bierd
All-America City
1
2007
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Economic Development Administration Disaster Grant for Bee Branch
Creek Restoration
DATE: May 31, 2012
Assistant City Manager Teri Goodmann is recommending that the City submit a $4
million grant request to the U.S. Economic Development Administration for the Bee
Branch Creek Restoration Project.
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
Masterpiece on the Mississippi
TO: Mike Van Milligen, City Manager
FROM: Teri Goodmann, Assistant City Manager'
Dubuque
bierd
All-America City
1
2007
SUBJECT: Economic Development Administration Disaster grant for Bee Branch
Creek Restoration
DATE: May 30, 2012
Introduction
This memorandum transmits an Economic Development Disaster Recovery grant
application summary, grant project budget and resolution requesting City Council
authorization for the submittal of the grant.
Discussion
The Dubuque community received a federal disaster declaration on August 30, 2011 as
a result of a rainfall of nearly fourteen inches in a ten hour period of time causing
significant flash flooding. Rising water closed roads, highways, streets and destroyed
and damaged bridges. Flooding also contributed to structure fires prompting rescues
and evacuations. Most of the damage occurred in Census Tract 1, creating significant
negative impact to businesses and neighborhoods.
In response to this and past flooding, the City has proposed the creation of green
infrastructure, essentially "day- lighting" a one -mile section of the Bee Branch Creek,
which was buried over one hundred years ago in a storm sewer and no longer has the
capacity to carry water through the North End of the City to the Mississippi River. The
newly resurrected Bee Branch Creek and its associated flood plain will have much
greater rain water storage and carrying capacity than the old storm sewer and will
mitigate future flooding. The Bee Branch Creek Restoration Project will require the
construction of three new bridges spanning the creek with public streets and railroad
infrastructure. The Bee Branch Creek daylighting will not only add capacity but will
leverage and expand upon flood mitigation infrastructure up and down stream at
connected detention basins on Carter Road, 32nd Street and 16th Street.
The identified EDA Flood Disaster Recovery grant program could potentially fund a
portion of the day - lighted Bee Branch Creek and its associated flood plain portion of
green infrastructure. Construction of the three bridges would constitute the match.
Budget Impact
Project cost for day - lighting the Bee Branch Creek, restoring the associated flood plain
and building the three bridges is $10,226,150 million. The EDA grant application
request is $4 million. The City of Dubuque's financial commitment for the purposes of
this grant is $6,226,150 plus all engineering and construction contingency costs
required.
Recommendation
Staff recommends that the City Council approve the resolution supporting the
application for EDA Disaster Recovery grant.
2
THE CITY OF
Masterpiece on the Mississippi
May 29, 2012
Mr. Robert Olson, Regional Director
Denver Regional Office
410 17th Street, Suite 250
Denver, Colorado 80202
Dear Mr. Olson,
Office of the Mayor & City Council
City Hall
50 West 13th Street
Dubuque, IA 52001 -4864
www.cityofdubuque.org
Our community received a federal disaster declaration on August 30, 2011 because a
summer's worth of rain, falling in one night of near - continuous storms, triggered
unprecedented flash flooding on the night of July 27th and into the morning of July 28,
2011. Rising water closed streets and damaged bridges, contributed to structure fires,
prompted evacuations and water rescues. Most of the damage occurred in the urban
core of the community in Census Tract 1, negatively impacting dozens of businesses
and developments.
The City of Dubuque is proposing to create Green Infrastructure by "Day- lighting" one
mile of the Bee Branch Creek, which has been contained underground in a storm sewer
system for over 100 years. The process will involve digging up the storm sewer and
replacing it with a creek and an associated flood plain. The restored Bee Branch Creek
will have much greater carrying capacity than the century old storm sewer and will be
able to hold and carry away a much greater volume of water. In addition, the creek will
be restored to a more natural state so that more storm water gets absorbed and
gradually released by soil and plants. The restored Bee Branch Creek will act as a
reservoir to hold a much greater amount of rainwater than the current storm sewer.
The essential piece the City is requesting EDA funding for, which is the highest priority
of the entire project and demonstrates resiliency, is the creek portion which includes
utilities and streets components.
The total project cost for the EDA Disaster Relief program is $10,226,150 million. We
are requesting $4 million from the EDA Disaster Recovery program. The city of
Dubuque supports this project financially by committing to 61 % of the project
construction cost, or $6,226,150 plus all engineering and construction contingency costs
required to satisfactorily complete the project.
Moving forward with this project will enable the City to be better prepared for any future
disaster, like the one that occurred in July 2011
I urge EDA to support the proposed project This disaster prevention project is
significant because it builds resilience into the City's core business district and protects
against future flood events
Sincerely,
j /1.1
Mayor Roy D BuoI
City of Dubuque
RESOLUTION NO, 142 -12
RESOLUTION APPROVING AN APPLICATION FOR FLOOD DISASTER FUNDING
TO THE TO THE EDA FOR THE BEE BRANCH CREEK RESTORATION PROJECT
Whereas, the Economic Development Administration (EDA) has announced the
availability of Disaster funding for cities and counties that received a Federal Disaster
Declaration in 2011 and
Whereas, the City has identified the Bee Branch Creek Restoration Project to
mitigate future flood disaster and create a more resilient economic development and job
retention environment.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
Section 1. The Mayor is authorized to sign and submit this application to the
EDA for Disaster Funding for the Bee Branch Creek Restoration Project.
Section 2. That in the event said application is approved, the City Council
hereby provides its written assurance that the Bee Branch Creek and its associated
flood plain will be adequately maintained for its intended public use.
Attest:
Passed, approved and adopted this 4th day of
Kev S. Firnstahl, City Clerk
June
, 2012
D. Buol, Mayor
24" Sanitary Sewer D= 16 -20'
If
300
185.00
55,500
36" Sanitary Sewer D =0 -12'
If
500
135.00
67,500
12" Water Main - Medium Production
If
330
90.00
29,700
Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project
Upper Bee Branch Disaster Prevention Improvements
PROJECT ELEMENT #1 - Creek & Flood Plain Construction
Flood Plain
Unit
Quantity
Unit Price
Extension
Mobilization
Is
1
20,000.00
20,000
Temporary Channel Construction
Is
1
100,000.00
100,000
Dewatering
Is
1
10,000.00
10,000
Silt Fence
If
500
5.00
2,500
Straw Bale Berms
ea
30
50.00
1,500
Unclassified Excavation
cy
104,000
23.00
2,392,000
Special Excavation
cy
25,000
50.00
1,250,000
Fine Grading
sy
49,000
4.00
196,000
Sub -Total
cy
2,444
15.00
3,972,000
Creek
Unit
Quantity
Unit Price
Extension
Mobilization
Is
1
10,000.00
10,000
Dewatering
Is
1
100,00000
100,000
Unclassified Excavation
cy
17,111
20.00
342,200
Undercut Excavation
cy
4,278
22.00
94,100
Undercut Backfill
t
8,556
12.00
102,700
Geotextile
sy
14,667
3.50
51,300
Crushed Aggregate Base Course
t
1,630
11.00
17,900
6 " -9" Cobbles
cy
1,833
50.00
91,700
Compacted Clay Base
cy
2,444
15.00
36,700
Cut Limestone Block -New
cy
1,499
50.00
75,000
Cut Limestone Block-Salvaged Bee Branch
cy
652
30.00
19,600
Limestone Block Installation
vsf
15,400
15.00
231,000
Woody Debris
ea
15
500.00
7,500
Souse Hole Depressions
cy
91
50.00
4,500
Granular Wall Backfill
cy
1,630
25.00
40,700
Random Boulder
ea
15
100.00
1,500
Modified J -Hook Stone Diversion Installation
If
220
50.00
11,000
Sub Total
1,237,400
24th Street Bee Branch Box Culvert Realignment
Unit
Quantity
Unit Price
Cost
Box Culvert Extension
Is
726,941.00
726,90D
Sub Total
726,900
Utility Relocation, Water Main
Unit
Quantity
Unit Price
Extension
Mobilization
Is
10,000.00
10,000
20" Water Main - Low Production
If
895
250.00
223,800
10" Water Main - Medium Production
If
200
80.00
16,000
8" Water Main - Medium Production
If
143
75.00
6" Water Main - Medium Production
If
80
75.00
10,700
6,000
1" Water Service
If
120
110.00
13,200
20" Gate Valve and MH
ea
3
2,500.00
7,500
12" Gate Valve and MH
10" Gate Valve and MH
ea
4
2,500.00
10,000
ea
4
2,300.00
9,200
8" Gate Valve and MH
ea
8
2,100.00
16,800
6" Gate Valve and Box
ea
6
900.00
5,400
New Fire Hydrant
ea
6
2,000.00
12,000
Granular Trench Backfill
cy
2,095
15.00
31,400
Connect to existing WM - Cut In
ea
13
1,000.00
13,000
Insulation
If
400
5.00
2,000
Sub -Total
416,700
Utility Relocation, Sanitary Sewer
Unit
Quantity
Unit Price
Extension
Mobilization
Is
10,000.00
10,000
Dewatering
If
3,675
50.00
183,750
Traffic Control Barrels
ea
20
50.00
1,000
Traffic Control Signs
ea
20
400.00
8,000
36" Sanitary Sewer D= 12 -16"
If
800
160.00
128,000
36" Sanitary Sewer D= 16 -20'
If
300
185.00
55,500
36" Sanitary Sewer D= 20 -24'
If
645
320.00
206,400
24" Sanitary Sewer D =0 -12'
If
300
135.00
40,500
24" Sanitary Sewer D= 12 -16"
If
400
160.00
64,000
24" Sanitary Sewer D= 20 -24'
If
365
320.00
116,800
8" Sanitary Sewer D= 12 -16"
If
65
85.00
6' Manhole D =0 -12'
ea
4
2,500.00
5,500
10,000
6' Manhole D= 16 -20'
ea
5
5,000.00
25,000
6' ManholeD= 12 -16"
ea
5
3,500.00
17,500
6' Manhole D= 20 -24'
ea
4
9,000.00
36,000
4' ManholeD= 12 -16"
ea
2
2,500.00
5,000
Sewer Casing
If
250
100.00
25,000
Bored Sewer Construction
If
250
100.00
25,000
Granular Trench Backfill
cy
12,237
15.00
183,600
Connect to Existing Sewer
ea
8
12,000.00
96,000
Abandon Existing Sewer
Insulation
ea
2
2,500,00
5,000
If
400
5.00
2,000
Sub -Total
1,372,550
Page 1 of 5
Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project
Roadway Reconstruction /Relocation - Garfield East
Mobilization
Unit
Quantity
Unit Price
Extension
Is
1
2,500.00
2,500
Silt Fence
If
460
5.00
2,300
Inlet Protection
ea
4
300.00
1,200
Straw Bale Berms
ea
10
50.00
500
Traffic Control
Is
1
2,500.00
2,500
Pavement Removal
sy
1,022
3.50
3,578
Concrete Curb and Gutter Removal
If
460
6.00
2,760
Concrete Sidewalk and Driveway Removal
Remove Trees
sy
307
3.50
1,073
ea
3
1,000.00
3,000
Unclassified Excavation
Cy
750-
20.00
15,000
Undercut Excavation
cy
188
22.00
4,125
Undercut Backfill
375
11.00
4,125
Geotextile for Subgrade Stabilization
Crushed Aggregate Base Course
Concrete Pavement
Sy'
50
5.00
250
1,000
12.00
12,000
sy
875
50.00
43,750
Truncated Domes
ea
8
500.00
4,000
Concrete Curb and Gutter
If
320
10.00
3,200
Concrete Sidewalk
sf
1,920
4.50
8,640
6' DIA Storm Manhole
ea
1
3,500.00
3,500
Precast Storm Inlet
ea
2
850.00
1,700
24" RCP Storm Sewer
If
60
100.00
6,000
12" RCP Storm Sewer
If
40
70.00
2,800
Adjust MH's W /Extension Rings
Abandon Existing Storm Sewer
Granular Trench Backfill
ea
300.00
900
Is
1
5,000.00
5,000
cy
100
15.00
1,500
Light base, Poles and Fixtures - Single
Traffic Signs
ea
1
3,500.00
3,500
Is
3,000.00
3,000
Sub -Total
142,400
Roadway Reconstruction /Relocation - Garfield West
Unit
Quantity
Unit Price
Extension
Mobilization
Is
1
2,500.00
2,500
Silt Fence
If
400
5,00
2,000
Inlet Protection
ea
4
300.00
1,200
Straw Bale Berms
ea
10
50.00
500
Traffic Control
Is
1
2,500.00
2,500
Pavement Removal
sy
889
3.50
3,111
Concrete Curb and Gutter Removal
If
400
6.00
2,400
Concrete Sidewalk and Driveway Removal
sy
267
3.50
933
Unclassified Excavation
cy
333
20.00
6,667
Undercut Excavation
cy
83
22.00
1,833
Undercut Backfill
t
167
11.00
1,833
Geotextile for Subgrade Stabilization
sy
50
5.00
250
Crushed Aggregate Base Course
t
444
12.00
5,333
Concrete Pavement
sy
444
50.00
22,222
Truncated Domes
ea
8
500.00
4,000
Concrete Curb and Gutter
If
200
10.00
2,000
Concrete Sidewalk
sf
1,200
4.50
5,400
6' DIA Storm Manhole
ea
1
3,500.00
3,500
Precast Storm Inlet
ea
2
850.00
1,700
36" RCP Storm Sewer
If
60
150.00
9,000
12" RCP Storm Sewer
. If
40
70.00
2,800
Adjust MH's W /Extension Rings
ea
2
300.00
600
Abandon Existing Storm Sewer
Is
1
5,000.00
5,000
Granular Trench Backfill
cy
100
15.00
1,500
Light base, Poles and Fixtures - Single
ea
1
3,500.00
3,500
Traffic Signs
Is
1
3,000.00
3,000
Sub -Total
95,300
Roadway Reconstruction /Relocation - Rhomberg
Mobilization
Unit
Quantity
Unit Price
Extension
Is
2,500.00
2,500
Silt Fence
If
840
5.00
4,200
Inlet Protection
ea
4
300.00
1,200
Straw Bale Berms
ea
10
50.00
500
Traffic Control
Is
1
2,500.00
2,500
Pavement Removal
sy
1,633
3.50
5,717
Concrete Curb and Gutter Removal
If
840
6.00
5,040
Concrete Sidewalk and Driveway Removal
Unclassified Excavation
sy
280
3.50
960
cy
1,050
20.00
21,000
Undercut Excavation
cy
263
22.00
5,775
Undercut Backfill
525
11.00
5,775
Geotextile for Subgrade Stabilization
Crushed Aggregate Base Course
Concrete Pavement
sy
50
5.00
250
1,800
12.00
21,600
sy
1.280
50.00
64,000
Brick Pavers
sf
140
15.00
2,100
Truncated Domes
ea
8
500.00
4,000
Concrete Curb and Gutter
If
720
10.00
7,200
Concrete Sidewalk
sf
1,800
4.50
8,100
6' DIA Storm Manhole
ea
2
3,500.00
7,000
Precast Storm Inlet
ea
8
850.00
6,800
24" RCP Storm Sewer
If
200
100.00
20,000
15" RCP Storm Sewer
If
100
75.00
7,500
12" RCP Storm Sewer
If
100
70.00
7,000
Adjust MH's W /Extension Rings
Abandon Existing Storm Sewer
Granular Trench Backfill
ea
5
300.00
1,500
Is
1
5,000.00
5,000
Cy
100
15.00
1,500
Light base, Poles and Fixtures - Single
Traffic Signs
ea
1
3,500.00
3,500
Is
1
3,000.00
3,000
Sub -Total
225,200
Page 2 of 5
ea
2
300.00
600
Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project
Roadway Reconstruction /Relocation - Kniest
Unit
Mobilization
Silt Fence
Is
Quantity
1
Unit Price
Extension
2,500.00
2,500
Inlet Protection
ea
4
300.00
If
1,940
5.00
Straw Bale Berms
Traffic Control
ea
10
50.00
9,700
1,200
500
Pavement Removal
Is
1
2,500.00
2,500
Concrete Curb and Gutter Removal
Concrete Sidewalk and Driveway Removal
sy
If
3,233
3.50
11,317
1,940
6.00
11,640
Unclassified Excavation
Undercut Excavation
Undercut Backfill
sy
647
3.50
2,263
cy
cy
1,156
289
20.00
22.00
23,111
578
11.00
Geotextile for Subgrade Stabilization
Crushed Aggregate Base Course
sy
50
5.00
6,356
6,356
250
Concrete Pavement
2,311
12.00
27,733
Truncated Domes
sy
1,156
50.00
57,778
ea
8
500.00
Concrete Curb and Gutter
Concrete Sidewalk
If
1,040
10.00
4,000
10,400
6' DIA Storm Manhole
sf
5,880
4.50
26,460
Precast Storm Inlet
ea
2
3,500.00
7,000
24" RCP Storm Sewer
ea
4
850.00
3,400
200
100.00
12" RCP Storm Sewer
If
40
70.00
20,000
Adjust MH's W /Extension Rings
ea
5
300.00
2,800
Abandon Existing Storm Sewer
Granular Trench Backfill
Is
1
5,000.00
1,500
5,000
Light base, Poles and Fixtures - Single
cy
100
15.00
1,500
Traffic Signs
ea
2
3,500,00
7,000
Sub -Total
Is
1
3,000,00
3,000
255,300
Roadway Reconstruction /Relocation - Audobon Lane
Unit
Quantity
Unit Price
Extension
Mobilization
Is
1
2,500.00
2,500
Silt Fence
If
250
5.00
1,300
Inlet Protection
ea
4
300.00
1,200
Straw Bale Berms
ea
10
. 50.00
500
Traffic Control
Is
1
2,500.00
2,500
Unclassified Excavation
cy
508
20.00
10,167
Undercut Excavation
cy
127
22.00
2,796
Undercut Backfill
t
254
11.00
2,796
Geotextile for Subgrade Stabilization
sy
50
5.00
250
Crushed Aggregate Base Course
t
1,017
12.00
12,200
Concrete Pavement
sy
850
50.00
42,517
Truncated Domes
ea
2
500.00
1,000
Concrete Curb and Gutter
If
617
10.00
6,170
Concrete Sidewalk
sf
1,917
4.50
8,627
6' DIA Storm Manhole
ea
1
3,500.00
3,500
5' DIA Storm Manhole
ea
2
3,000.00
6,000
4' DIA Storm Manhole
ea
2
2,500.00
5,000
Precast Storm Inlet
ea
4
850.00
3,400
StonnSceptor
ea
1
60,000.00
60,000
36" RCP Storm Sewer
If
18
150.00
2,700
30" RCP Storm Sewer
If
95
120.00
11,400
24" RCP Storm Sewer
If
57
100.00
5,700
18" RCP Storm Sewer
If
138
80.00
11,000
15" RCP Storm Sewer
If
67
75.00
5,000
Granular Trench Backfill
cy
100
15.00
1,500
Light base, Poles and Fixtures - Single
ea
1
3,500.00
3,500
Traffic Signs
Is
1
3,000.00
3,000
Sub -Total
216,200
Roadway Reconstruction /Relocation - Elm
Unit
Mobilization
Silt Fence
Is
Quantity
1
Unit Price
Extension
2,500.00
2,500
If
2,120
5.00
Inlet Protection
ea
4
300.00
10,600
Straw Bale Berms
Traffic Control
ea
10
50.00
1,200
500
Pavement Removal
Is
1
2,500.00
2,500
Concrete Curb and Gutter Removal
Concrete Sidewalk and Driveway Removal
sy
If
4,107
2,120
3.50
6.00
14,373
12,720
Unclassified Excavation
Undercut Excavation
Undercut Backfill
sy
Cy
cy
516
3.50
167
20.00
42
22.00
1,804
3,333
917
Geotextile for Subgrade Stabilization
83
11.00
917
Crushed Aggregate Base Course
sy
50
5.00
250
333
12.00
Concrete Pavement
Truncated Domes
sy
244
50.00
ea
2
500.00
4,000
12,222
Concrete Curb and Gutter
If
200
10.00
Concrete Sidewalk
Adjust MH's W /Extension Rings
sf
1,000
4.50
1,000
2,000
4,500
Abandon Existing Storm Sewer
Is
1
5,000.00
5,000
Traffic Signs
Sub -Total
Is
1
3,000,00
3,000
83,900
Page 3 of 5
Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project
Roadway Reconstruction /Relocation - 22nd Street
Mobilization
Unit
Quantity
Unit Price
Extension
Is
1
2,500.00
2,500
Silt Fence
If
960
5.00
4800
Inlet Protection
ea
4
300.00
1,200
Straw Bale Berms
ea
10
50.00
500
Traffic Control
Is
1
2,500.00
2,500
Pavement Removal
sy
1,867
3.50
6,533
Concrete Curb and Gutter Removal
If
960
6.00
5,760
Concrete Sidewalk and Driveway Removal
Remove Trees
sy
320
3.50
1,120
ea
4
1,000.00
4,000
Unclassified Excavation
Cy
1,200
20.00
24,000
Undercut Excavation
Undercut Backfill
cy
300
22.00
6,600
600
11.00
6,600
Geotextile for Subgrade Stabilization
Crushed Aggregate Base Course
Concrete Pavement
sy
50
5.00
250
2,100
12.00
25,200
sy
1,633
50.00
81,667
Brick Pavers
sf
140
15.00
2,100
Truncated Domes
ea
6
500.00
3,000
Concrete Curb and Gutter
If
840
10.00
8,400
Concrete Sidewalk
sf
4200
4.50
18,900
Storm Junction Structure - Bee Branch
ea
1
25,000.00
25,000
6' DIA Storm Manhole
ea
2
3,500.00
7,000
Precast Storm Inlet
ea
20
850.00
17,000
10x6 Box Culvert Storm Sewer
If
100
1,000.00
100,000
StormSceptor
ea
1
60,000.00
60,000
36" RCP Storm Sewer
If
100
150.00
15,000
24" RCP Storm Sewer
If
100
100.00
10,000
15" RCP Storm Sewer
If
100
75.00
7,500
12" RCP Storm Sewer
100
Adjust MH's W /Extension Rings
Abandon Existing Storm Sewer
Granular Trench Backfill
ea
5
70.00
300.00
7,000
1,500
Is
2
5,000.00
10,000
Cy
200
15.00
3,000
Light base, Poles and Fixtures - Single
Traffic Signs
ea
1
3,500.00
3,500
Is
1
3,000.00
3,000
Sub -Total
475,100
Roadway Reconstruction /Relocation - 24th and Washington Street
Mobilization
Unit
Quantity
Unit Price
Extension
Is
1
2,500.00
2,500
Silt Fence
If
1,075
5.00
5,400
Inlet Protection
ea
10
300.00
3,000
Straw Bale Berms
ea
10
50.00
500
Traffic Control
Is
1
5,000.00
5,000
Pavement Removal
sy
2,500
3.50
8,750
Concrete Curb and Gutter Removal
If
1,075
6.00
6,450
Concrete Sidewalk and Driveway Removal
Remove Trees
sy
3,400
3.50
11,900
ea
Unclassified Excavation
Cy
8
1,100
1,000.00
20.00
8,000
22,000
Undercut Excavation
Undercut Backfill
Cy
275
22.00
6,050
550
11.00
6,050
Geotextile for Subgrade Stabilization
Crushed Aggregate Base Course
Asphaltic Concrete - Street
Concrete Pavement
sy
50
5.00
250
2,200
12.00
26,400
128
50.00
6,400
sy
1,000
50.00
50,000
Brick Pavers
sf
1,440
15.00
21,600
Truncated Domes
ea
14
500.00
7,000
Concrete Curb and Gutter
If
1,050
10.00
10,500
Concrete Sidewalk
sf
4,00D
4.50
18,000
6' DIA Storm Manhole
ea
4
3,500.00
14,000
Precast Storm Inlet
ea
13
850.00
11,100
StormSceptor
ea
2
60,000,00
120,000
36" RCP Storm Sewer
If
100
150.00
15,000
24" RCP Storm Sewer
If
100
100.00
10,000
15" RCP Storm Sewer
10D
75.00
7,500
12" RCP Storm Sewer
If
140
70.00
9,800
Adjust MH's W /Extension Rings
Abandon Existing Storm Sewer
Granular Trench Backfill
ea
7
300.00
2,100
Is
10,000.00
10,000
Cy
300
15.00
4,500
Light base, Poles and Fixtures - Single
8" Cross Walk
ea
4
3,500.00
14,000
If
300
5.00
1,500
4" Lane Line
If
500
3.00
1,500
18" Stop/Yield Bar
Traffic Signs
If
60
5.00
300
Is
1
6,000.00
6,000
Sub -Total
453,100
Base Landscaping & Restoration (KSD Data)
Silt Fence
Unit
Quantity
Unit Price
Extension
If
4,750
5.00
23,800
Straw Bale Berms
ea
50
50.00
2,500
Sub -grade Deep Tilling
Topsoil
sf
38,900
1.50
58,400
cy
8,167
15.00
122,500
Soil Amendment
cy
3,155
40.00
126,200
Terrace Restoration - Bluegrass Seeding
Terrace Restoration - Fescue Seeding
Prairie Seeding
Erosion Mat
sy
3,900
2.50
9,800
sy
35,000
2,50
87,500
sy
2,693
2.50
6,700
sf
38,900
3.00
116,700
Sub -Total
Subtotal
554,100
PROJECT ELEMENT #1 TOTAL
10,226,161
Page 4 of 5
Cost Estimate, Elements of the Upper Bee Branch Disaster Prevention Project
PROJECT ELEMENT #2 - Railroad Bridge
Railroad Bridge
Unit
Quantity
Unit Price
Cost
Railroad Insurance Provisions
Is
1
15,000.00
15,000
Railroad Flaggers
day
40
1,600.00
64,000
Mobilization
Is
1
600,000.00
600,000
Bridge - Phase 1 (Mainline, #19, Access Road)
sf
3696
425.00
1,570,800
Bridge - Phase 2 ( #7, #8, #9)
sf
2464
475.00
1,170,400
Bridge - Phase 3 (Yard Tracks, Access Road)
sf
8008
425.00
3,403,400
Dewaterinq
Is
1
200,000.00
200,000
Excavation
cy
6000
30.00
180,000
Granular Backfill
ton
500
20.00
10,000
Engineering Fabric
sy
3400
3.50
11,900
Revetment Class E
ton
5000
75.00 '
375,000
Retaining Walls
9
400
750.00
300,000
Contractor Incentive Pay
day
2
50,000.00
100,000
Rat Removal and Replacement
Is
1
800,000.00
800,000
Temporary Shoring
Is
1
100,000.00
100,000
Sub Total
8,900,500
PROJECT ELEMENT #1 TOTAL
PROJECT ELEMENT #3 - Rhomberg Avenue Bridge
$ 8,900,500
Rhomberg Avenue Bridge
Unit
Quantity
Unit Price
Cost
Overhead Light Base, Pole and Fixtures - Single
ea
4
3,500.00
14,000
Underdeck Lighting
ea
4
1,500.00
6,000
LED Deck Lighting
9
120
50.00
6,000
Lighting Conduit w /Conductor
If
200
12.00
2,400
Lighting Controls & Connections
Is
1
2,500.00
2,500
Bridge
Is
1
1,389,433.00
1,389,400
Sub Total
1,420,300
PROJECT ELEMENT #3 TOTAL
PROJECT ELEMENT #4 - 22nd Street Bridge
$ 1,420,300
22nd Street Bridge
Unit
Quantity
Unit Price
Cost
Overhead Light Base, Pole and Fixtures - Single
ea
4
3,500.00
14,000
Underdeck Lighting
ea
4
1,500,00
6,000
LED Deck Lighting
If
120
50.00
6,000
Lighting Conduitw /Conductor
If
200
12.00
2,400
Lighting Controls & Connections
Is
1
2,500.00
2,500
Bridge
Is
1
1,447,937.00
1,447,900
Sub Total
. 1,478,800
PROJECT ELEMENT #4 TOTAL
TOTAL PROJECT COST $ 22,025,761
Page 5 of 5