HomeMy WebLinkAbout[06a] 2019 Proposed Street Feasibility
Feasibility Report
2019 Bituminous Street and CIP Improvements
St. Joseph, Minnesota
STJOE 147693 | December 17, 2018
Feasibility Report
Contents
Letter of Transmittal
Certification Page
Contents
1 Scope .......................................................................... 1
2 Feasibility .................................................................... 2
3 Background ................................................................. 2
3.1 Overlay................................................................................................... 2
3.2 Mill and Pave .......................................................................................... 2
3.3 Partial Reconstruction ............................................................................ 3
4 Existing Conditions ..................................................... 3
4.1 Pond View Ridge .................................................................................... 3
4.2 Pond View Ridge 3 ................................................................................. 4
4.3 Pond View Ridge 4 ................................................................................. 4
4.4 Roske Addition / Eastern Park Addition .................................................. 5
4.5 Loso’s 3rd Addition ................................................................................. 5
4.6 Townsite Addition ................................................................................... 6
4.7 Block 7 Alleys ......................................................................................... 7
4.8 Block 8 Alleys ......................................................................................... 7
4.9 Memorial Park Baseball Pavilion Parking Lot......................................... 8
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4.10 Birch Street West and 2 Avenue NW Crosswalk ................................. 8
4.11 Hollow Park Addition .............................................................................. 8
4.12 Jade Road .............................................................................................. 9
5 Proposed Improvements ............................................. 9
5.1 Pond View Ridge .................................................................................... 9
5.2 Pond View Ridge 3 ................................................................................. 9
5.3 Pond View Ridge 4 ................................................................................. 9
5.4 Roske Addition / Eastern Park Addition .................................................. 9
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5.5 Loso’s 3 Addition................................................................................ 10
5.6 Townsite Addition ................................................................................. 10
5.7 Block 7 Alleys ....................................................................................... 11
SEH is a registered trademark of Short Elliott Hendrickson Inc.
FEASIBILITY REPORT STJOE 147693
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Contents (continued)
5.8Block 8 Alleys.......................................................................................11
5.9 Memorial Park Baseball Pavilion Parking Lot....................................... 11
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5.10Birch Street W and 2Avenue NW Crosswalk....................................11
5.11 Hollow Park Addition ............................................................................ 12
5.12Jade Road............................................................................................12
5.13 Other Improvements............................................................................. 12
6 Probable Costs ......................................................... 13
7 Project Funding and Special Assessments .............. 13
List of Tables
Table 1 – Reconstruction Improvements .................................................................... 1
Table 2 – Opinion of Probable Cost ......................................................................... 13
Table 3 – Probable Cost by Project Area ................................................................. 13
Table 4 – Project Funding by Project Area ............................................................... 15
Table 5 – Preliminary Special Assessments ............................................................ 16
List of Figures
Figure 1 – Project Location
Figure 2 – Pond View Ridge
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Figure 3 – 4 Avenue
Figure 4 – Elm Street & Birch Street
Figure 5 – Townsite, Alleys, Memorial Park
Figure 6 – Cypress Drive & Old Highway 52
Figure 7 – Jade Road
Figure 8 – Preliminary Typical Sections
Figure 9 – Preliminary Typical Sections
Figure 10 – Parcel Map
List of Appendices
Appendix A Opinion of Probable Cost
Appendix B Preliminary Assessment Worksheet
FEASIBILITY REPORT STJOE 147693
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Feasibility Report
2019 Bituminous Street and CIP Improvements
Prepared for City of St. Joseph, Minnesota
1 Scope
This report addresses the proposed pavement bituminous overlay, reclaim and pave, and
reconstruction improvements to the following streets and alleys. The project locations are
illustrated on Figure 1.
Table 1 – Reconstruction Improvements
Subdivision Street Name From To
Pond View Ridge (PVR), PVR 3, & PVR 4 12th Ave SE E Baker St Dale St
PVR, PVR 3, & PVR 4Pond View Ln E E Baker St Dale St
PVR 13th Ave SE E Baker St The South
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PVR E Baker St 12Ave SE16th Ave
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PVR 4 Dale St 12Ave SE16th Ave
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PVR 3 & PVR 4Callaway St12Ave SEPond View Ln E
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PVR 4 Cary Ct12Ave SE
PVR 3 Cedar Ct EPond View Ln E
Roske Addition/Eastern Park Addition 4th Ave NE/SECSAH 75 E Baker St
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Eastern Park Addition Western Ct 4 Ave SE
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Loso’s 3Addition Elm St W College Ave NWest to Midblock
Townsite E Birch St College Ave N2nd Ave NE
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Townsite W Birch St2 Ave NW College Ave N
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Townsite W Ash St 2 Ave NW College Ave N
Townsite 1st Ave NWCSAH 75 W Minnesota St
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Townsite Block 7 Alleys 3 Ave NW; 2nd Ave NW;
W Minnesota St
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Townsite Block 8 Alleys 2 Ave NW; 1st Ave NW;
W Minnesota St W Ash St
Hollow Park Old Highway 52CSAH 75 W Birch St
Hollow Park Cypress Dr Old Highway 52 Old Highway 52
Jade Road County Road 121 Interstate 94
Construction of the proposed improvements is considered for summer of 2019.
STJOE 147693
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2 Feasibility
Having investigated the facts relating to construction of the proposed improvements, it is my
opinion from an engineering perspective that the proposed project is feasible, cost-effective, and
necessary.
3 Background
The proposed streets in the table above have been identified in the City’s 2008/2012 Pavement
Management Improvement Plan and the City’s 2019 Capital Improvement Plan for scheduled
surface and/or utility improvements.
Preventive and corrective pavement maintenance activities and surfacing improvements to
existing streets are evaluated on pavement surface conditions, pavement age, the functional
classification (i.e. local street or collector street), and the age and condition of underlying utilities.
The goal of preventive maintenance activities is to extend the pavement’s useful service life prior
to the onset of fatigue-related pavement failure and the need for more costly reconstruction
activities.
3.1 Overlay
A bituminous overlay is used on all types of roadways for functional improvements including
enhanced smoothness, friction, and profile of the roadway. Overlays are applied over stable
pavements with a sound (gravel/subsurface) base where visible surface distresses may include
moderate to extreme raveling, longitudinal and transverse cracks, and a moderate amount of
existing patching in good condition. Depending on the traffic levels, an overlay will help extend
the service life of a bituminous street an additional 10- to 12-years when combined with other
maintenance techniques. Overlays typically do not prevent reflective cracking from developing
from the underlying pavement layers. Cracking may develop within one year of overlaying.
3.2 Mill and Pave
A mill and pave is the process of removing the bituminous pavement while leaving the underlying
aggregate material in place. The aggregate base will then be smoothed and compacted prior to
paving new layers of bituminous pavement. A mill and pave operation is recommended where
significant block cracking is occurring, but the pavement structure is still intact. Block cracks are
interconnecting cracks that divide the pavement into “blocks” that may range in size from 1 foot
by 1 foot to 12 feet by 12 feet in size. Block cracking is not due to excessive pavement loading
and is usually associated with aging pavement.
FEASIBILITY REPORT STJOE 147693
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3.3 Partial Reconstruction
A full-depth reconstruction of the bituminous layers and the aggregate base includes either the
excavation and removal, or reclaiming (pulverizing) and blending the in-place bituminous
pavement and a portion of the underlying aggregate material to produce a uniform graded
aggregate base. The blended aggregate base is removed and salvaged in order to excavate a
portion of the material beneath the aggregate base, called the subgrade. Excavation of the
subgrade area will allow for a thicker structural section to be constructed, while matching into the
existing concrete curb and gutter elevations. After the excavation of the subgrade, the subgrade
will be compacted and the salvaged blended aggregate base will be spread evenly across the
subgrade and compacted. New layers of bituminous pavement will then be paved. Pavement
reconstruction is recommended where severe pavement failures appear in the form of pavement
displacement (i.e. significant potholes) or “alligator cracking,” especially in wheel paths or load-
associated areas.
4 Existing Conditions
4.1 Pond View Ridge
The streets in Pond View Ridge were originally constructed in 1991. Baker Street is a 36-foot
wide urban section consisting of a 2.5-inch bituminous section overlying a 5-inch aggregate base.
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The pavement section for the east half of Callaway Street, 13 Avenue SE, and the north portion
of Pond View Lane consist of a 36-foot wide urban section, with a 2-inch layer of bituminous
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overlying a 5-inch aggregate base. The pavement section for the north portion of 12 Avenue SE
consists of a 44-foot wide urban section, with a 2.5-inch bituminous section overlying a 5-inch
aggregate base. These pavement sections represent a light 7-ton design.
The municipal utilities on Pond View Ridge were also originally constructed in 1991. The water
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main is ductile iron (DIP) and consists of a 10-inch main on 12Avenue SE, an 8-inch main on
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Baker Street, and 6-inch mains on Callaway Street, 13 Avenue SE, and Pond View Lane. The
sanitary sewer consists of 8- and 10-inch gravity Polyvinyl Chloride (PVC) pipe on Baker Street
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and 8-inch gravity PVC pipe on 12 Avenue SE, 13Avenue SE and Pond View Lane. Staff have
not reported problems and the utilities are operational and within their life expectancy.
Pond View Ridge has natural elevation relief, which allows the streets to surface drain to very
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limited storm sewer infrastructure at two locations, the intersections of Baker Street and 12
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Avenue SE and at Baker Street and 13 Avenue SE.
The pavement is in poor condition and illustrates several distresses and weathering. The surface
has deteriorated to a degree where it is no longer a cost-effective candidate for preventative
maintenance activities. Last known preventative maintenance was a crack seal in 2013.
FEASIBILITY REPORT STJOE 147693
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4.2 Pond View Ridge 3
The streets in Pond View Ridge 3 were originally constructed in 1997. The pavement section for
the west half of Callaway Street, segment of Pond View Lane, and Cedar Court consist of a 36-
foot wide urban section, with a 3-inch layer of bituminous with a 7-inch aggregate base. The
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pavement section for the segment of 12Avenue SE consists of a 44-foot wide urban section,
with a 3-inch bituminous section overlying a 5-inch aggregate base. These pavement sections
represent a 7-ton design. Last known preventative maintenance was a crack seal in 2009 on
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Pond View Lane, Cedar Court, and 12 Avenue; a seal coat in 2010 on 12 Avenue; a seal coat
in 2011 on Pond View Lane and Cedar Court; and a crack seal on Callaway Street in 2013.
Cedar Court was also reconstructed in 2004, which consisted of the removal and replacement of
the bituminous surface with grading improvements.
The municipal utilities in Pond View Ridge 3 were also originally constructed in 1997. The water
main is DIP and consists of a 6-inch main on Callaway Street and Pond View Lane, an 8-inch
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main on Cedar Court, and a 10-inch main on 12 Avenue SE. The sanitary sewer consists of an
8-inch PVC gravity pipe on Cedar Court and Pond View Lane and a 10-inch PVC gravity pipe on
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12 Avenue SE. Callaway Street sanitary sewer consists of both 8- and 10-inch PVC gravity pipe.
The utilities are operational and within their life expectancy.
Pond View Ridge 3 has natural elevation relief, which allows the streets to surface drain to Baker
Street to the north and Dale Street to the south. There is no storm sewer infrastructure within the
subdivision.
4.3 Pond View Ridge 4
The streets and utilities in Pond View Ridge 4 were originally constructed in 1997 but the streets
were constructed with thicker structural sections than Pond View Ridge 3. Dale Street, Cary
Court, and the south portion of Pond View Lane have a 36-foot wide urban pavement section,
with a 3.5-inch bituminous surface, 5-inch aggregate base, and an 18-inch granular subbase
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layer with geotextile fabric. The south segment of 12 Avenue included in Pond View Ridge 4 has
a pavement section consisting of 3.5-inches of bituminous and 7-inches of aggregate base. The
pavement sections represent a 7-ton pavement design. Last known preventative maintenance
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was a crack seal in 2009 followed by seal coats in 2010 on Cary Court and 12 Avenue and in
2011 on Dale Street and Pond View Lane.
The utilities in Pond View Ridge 4 were also originally constructed in 1997. The water main is DIP
and consists of a 6-inch main on Pond View Lane, an 8-inch main on Dale Street and Crestview
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Court, and a 10-inch main on 12 Avenue SE. The sanitary sewer consists of gravity PVC pipe of
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8-inches on Dale Street and Cary Court, and 10-inches on 12 Avenue SE. The utilities are
operational and within their life expectancy and staff have not reported any issues.
Pond View Ridge 4 has natural elevation relief, which allows the storm water to surface drain to
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catch basins located on Dale Street at the intersection of 12 Avenue SE and at mid-block
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between 12 Avenue SE and Pond View Lane.
FEASIBILITY REPORT STJOE 147693
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4.4 Roske Addition / Eastern Park Addition
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4.4.1 4Avenue NE
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4 Avenue NE, between CSAH 75 and Minnesota Street E, was last constructed in 1996. The
pavement section consists of a 44-foot wide urban section, with a 3.5-inch layer of bituminous,
overlaying an 8-inch aggregate base. The pavement section reflects a light 9-ton design.
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The municipal utilities on 4Avenue NE were constructed in 1996 and consist of a 6-inch DI
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water main and an 8-inch PVC sanitary sewer gravity main. 4 Avenue NE also has storm sewer
ranging in size from 12- to 15-inch reinforced concrete pipe (RCP). The utilities are operational
and within their life expectancy without any reports of issues.
Last known preventative maintenance was crack sealing in 2009 followed by a seal coat in 2010
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on 4 Avenue NE.
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4.4.2 4Avenue SE and Western Court
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The 4 Avenue SE and Western Court municipal utilities were constructed in 1972 and consist of
6-inch cast iron (CIP) water main pipe and 8-inch clay sanitary sewer gravity pipe. The storm
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water surface drains to catch basins at the north end of 4 Avenue SE and to the south on Baker
Street. The municipal utilities continue to be operational and without any reports of issues.
Recent televising did reveal one service line with significant root intrusion between 122 and 126
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4 Avenue SE. The root intrusion did not extend into the main line and did not affect the main
line’s flow.
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The pavement section for 4Avenue SE, between Minnesota Street E and Baker Street E, was
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reconstructed in 1998. 4Avenue SE is a 36-foot wide urban section consists of a 3-inch
bituminous layer overlying a 4-inch layer of reclaimed asphalt aggregate. The pavement section
reflects a 7-ton design.
Western Court was last reconstructed in 1998. The 36-foot wide urban section leading into a 40-
foot radius cul-de-sac has a bituminous section 3-inches thick overlaying a 4-inch reclaimed
asphalt base. The pavement section reflects a 7-ton design.
Last known preventative maintenance was crack sealing in 2010 followed by a seal coat in 2011
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on 4 Avenue SE and Western Court.
4.5 Loso’s 3rd Addition
4.5.1 Elm Street West
Elm Street W was constructed in 1969 and is a 36-foot wide bituminous section with a bituminous
raised edge sluff curb. The structural section of the roadway is unknown and does not have
record of preventative maintenance.
The roadway surface drains to east to catch basins located on College Avenue N (CSAH 2).
There is a sanitary sewer manhole constructed in 1969 on the west end at the alley and drains to
the south within the alley. The sanitary sewer west of the manhole on Elm Street W is an 8-inch
PVC gravity main constructed in 1969. The sanitary sewer then drains to the south into a 10-inch
clay gravity pipe, which was also constructed in 1969.
FEASIBILITY REPORT STJOE 147693
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Elm Street W is in poor condition and illustrates several distresses and weathering. The surface
has deteriorated to a degree where it is no longer a cost-effective candidate for preventative
maintenance activities.
4.6 Townsite Addition
4.6.1 Birch Street East
Birch Street E is a 20-foot wide bituminous roadway with an unknown structural section between
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College Avenue S and the alley between 1 Avenue NE and 2 Avenue NE. At the connection to
College Avenue S on the west end, Birch Street E has 50-feet of curb and gutter with catch
basins on both sides. The remaining segment of roadway east of the catch basins is a rural
section (no curb and gutter).
Within Birch Street E is a 6-inch CIP water main constructed in 1949 that also crossed to the
north under a portion of CSAH 75 that connects to a newer 12-inch DIP water main
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approximately 315-feet west of 1Avenue NE.
Birch Street E is in poor condition and illustrates several distresses and weathering. The surface
has deteriorated to a degree where it is no longer a cost-effective candidate for preventative
maintenance activities.
4.6.2 Birch Street West
Birch Street W was reconstructed in 2002. The reconstruction consisted of portions of sanitary
sewer replacement, water main replacement, storm sewer replacement, and curb and gutter
replacement. The pavement section consists of a 44-foot wide urban section, with a 4.5-inch
layer of bituminous, overlying an 8-inch aggregate base. The pavement section reflects a 9-ton
pavement design.
The surface of Birch Street W shows moderate signs of wear for its age. The last known
preventative maintenance was crack sealing in 2010 followed by seal coating in 2011.
4.6.3 Ash Street West
Ash Street W was reconstructed in 2002. The reconstruction consisted sanitary sewer
replacement, water main replacement, storm sewer replacement, and curb and gutter
replacement. The pavement section consists of a 44-foot wide urban section, with a 4.5-inch
layer of bituminous, overlying an 8-inch aggregate base. The pavement section reflects a 9-ton
pavement design.
The surface of Ash Street W shows moderate signs of wear for its age. Last known preventative
maintenance was crack sealing in 2010, followed by seal coating in 2011.
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4.6.4 1 Avenue NW
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1 Avenue NW was reconstructed in 2002. The reconstruction consisted of water main and storm
sewer replacements with portions of curb and gutter replacements. The pavements section
consists of a 44-foot wide urban section, with a 4.5-inch layer of bituminous, overlying an 8-inch
aggregate base. The pavement section reflects a 9-ton pavement design.
FEASIBILITY REPORT STJOE 147693
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The bituminous surface shows moderate signs of wear for its age. Last known preventative
maintenance was a crack seal in 2010 followed by a seal coat in 2011.
4.7 Block 7 Alleys
Block 7 alley surface consist of both bituminous and aggregate surfaces. The south and east
alley legs consist of aggregate surfaces between 14- and 16-feet wide with concrete aprons at
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the intersections of W Minnesota Street and 2 Avenue NW. The west leg consists of a rural 16-
foot wide paved surface extending east past the well house. The paved portion was constructed
in 1988 with an existing typical section of 2-inches of bituminous overlying a 6-inches aggregate
base.
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A pre 1988 8-inch CIP water main in the east alley leg of Block 7 extends west from 2 Avenue
NW to the well house, and an 8-inch DIP water main extends from the well house to the west to
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3Avenue NW. An 8-inch vitrified clay pipe (VCP) sanitary sewer gravity line runs through the
Block on the east and west legs. The sanitary sewer pipes were recently televised and root
intrusion in the mainline and at the service connections was evident. One intrusion resulted in a
partial blockage of the sewer main. The televising also revealed a number of minor pipe sags in
the line along with one cracked pipe.
The aggregate surfaced alley legs on Block 7 require regular maintenance by City staff in order to
maintain good condition. The bituminous surface alley leg is exhibiting regular cracking and
heavy wear with exposed aggregate.
4.8 Block 8 Alleys
Block 8 alley surface consist of both bituminous and aggregate surfaces. The north and west
alley legs consist of an aggregate surface between 14- and 15-feet wide with concrete aprons at
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the intersections of 2 Avenue NW and W Ash Street. The south and east legs consist of a 20-
foot wide bituminous section consisting of a 3.5-inch bituminous sections overlaying a 6-inch
aggregate base, which was constructed in 1992.
A pre 1988 8-inch CIP water main exists on the west alley leg and an 8-inch DIP water main
constructed in 1992 on the east and south alley legs. The west alley leg has an 8-inch VCP
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gravity sanitary sewer line connecting to a manhole located on 2 Avenue NW. The sanitary
sewer pipes have been recently televised showing minor root intrusion with one crack near a
service connection. A segment of the gravity sanitary sewer 222 feet west of manhole 39 at mid-
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block to 2 feet east of manhole 46 in 2 Avenue NW changes material where the televising
describes the pipe material as unknown.
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A storm sewer catch basin extends west from 1Avenue NW into the east alley leg, which was
reconstructed in 1992 to collect the surface drainage from the inverted crown.
The aggregate surfaced alley legs on Block 8 require regular maintenance by City staff in order to
maintain good condition. The bituminous surfaces are in poor condition with areas of pot holes,
cracking, and a worn surface with exposed aggregate. The bituminous alleys are beyond
improvement by regular maintenance.
FEASIBILITY REPORT STJOE 147693
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4.9 Memorial Park Baseball Pavilion Parking Lot
The Memorial Park baseball diamond pavilion parking lot is a bituminous parking lot with a
concrete sidewalk on the north edge. The concrete sidewalk between the bituminous surface and
the pavilion has pulled away from the pavilion and cracked in some areas.
The parking lot bituminous surface is in poor condition and illustrates several distresses and
weathering. The surface has deteriorated to a degree where it is no longer a cost-effective
candidate for preventative maintenance activities.
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4.10 Birch Street West and 2 Avenue NW Crosswalk
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The intersection of Birch Street W and 2Avenue NW currently does not have any cross walk
markings or ramps for refuge. The intersection separates access to Centennial Park to the
northwest, Monument Park to the south west, and a convenience store on the north east corner.
Due to the recreational opportunities in the area, this intersection experiences frequent
pedestrian activity.
4.11 Hollow Park Addition
4.11.1 Old Highway 52
Old Highway 52 was reconstructed in 1994. The southern 1000 lineal feet of pavement consists
of a 32-foot wide urban section, with a 3.5-inch bituminous section overlying a 5-inch aggregate
base. The concrete curb and gutter was also constructed in 1994 and is in good condition. The
northern 400 lineal foot segment of pavement section consists of a 22-foot wide rural section and
was overlaid in 1994 with a 2-inch bituminous section.
There is currently the original 6-inch CIP water main in place between 170 feet north of Birch
Street and the western leg of Cypress Drive, the southeastern most 170 lineal feet of water main
was replaced in 2014. The sanitary sewer consists of 430 feet of clay pipe north of Cypress Drive
and 325 feet of PVC south of Cypress Drive, which was constructed in 2014. The clay sanitary
sewer pipe was recently televised, which revealed multiple points of root intrusions and sags.
One root intrusion in particular was described in the televising as blocking 70 percent of the flow.
The surface of Old Highway 52 is in poor condition and illustrates several distresses and
weathering. The surface has deteriorated to a degree where it is no longer a cost-effective
candidate for preventative maintenance activities.
4.11.2 Cypress Drive
Cypress Drive was originally constructed in 1975, and treated with a seal coat in 1986,
bituminous overlay in 1995, crack sealing in 2009, and another seal coat in 2010. Cypress Drive
is a 36-foot wide urban section consisting of a 2-inch bituminous section overlying a 5-inch
aggregate base that reflects a 7-ton pavement section. The curb and gutter was also constructed
in 1975 but remains in good condition.
Cypress Drive has a 6-inch DIP water main constructed in 1975 and an 8-inch PVC sanitary
sewer gravity line. The area has two sets of storm water catch basins with reinforced concrete
pipe ranging in size from 12- to 36-inches.
FEASIBILITY REPORT STJOE 147693
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The surface of Cypress Drive is in poor condition and illustrates several distresses and
weathering. The surface has deteriorated to a degree where it is no longer a cost-effective
candidate for preventative maintenance activities.
4.12 Jade Road
Jade Road, south of Kennedy Community School, is a 24-foot wide rural section roadway with
2.5-inches of bituminous supported by an 8-inch aggregate base. There are no municipal utilities
located south of Kennedy Community School on Jade Road.
The surface of Jade Road is in poor condition and illustrates several distresses and weathering.
The surface has deteriorated to a degree where it is no longer a cost-effective candidate for
preventative maintenance activities.
5 Proposed Improvements
5.1 Pond View Ridge
The proposed street improvement for Pond View Ridge is to reconstruct the street by reclaiming
(pulverizing) the existing pavement structure between the curb lines to a depth of approximately
6-inches. The pulverized aggregate mixture will be salvaged and removed in order to excavate
and additional 6-inches to accommodate a thicker structural pavement section of 4-inches of
bituminous supported by an 8-inch aggregate base. The proposed structural section will meet the
design requirements for a 9-ton road.
5.2 Pond View Ridge 3
A bituminous overlay is proposed for the roadways included in Pond View Ridge 3. The roadways
in Pond View Ridge 3 are nearly 20-years old and an overlay will help to achieve the full 30-year
life expectancy. To accommodate the extra thickness of bituminous on top of the existing surface,
the outside 6-feet of bituminous pavement surface next to the concrete gutters will be milled
down approximately 1-inch to allow the new pavement layer to be paved more closely to the
concrete gutter pan surface.
5.3 Pond View Ridge 4
Similar to Pond View Ridge 3, the Pond View Ridge 4 roadways are also nearly 20 years old and
an overlay is proposed to extend the pavement life expectancy. Same as Pond View Ridge 4, the
outside 6-feet of bituminous pavement surface next to the concrete gutters will be milled down
approximately 1-inch to allow the new pavement layer to be paved more closely to the concrete
gutter pan surface.
5.4 Roske Addition / Eastern Park Addition
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5.4.1 4Avenue NE
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A mill and pave approach is recommended for 4Avenue NE. The entire bituminous section will
be removed while the current 8-inch aggregate base will be left in place and compacted. The
proposed pavement thickness of 4-inches of bituminous will be paved in two 2-inch layers, and
will maintain a 9-ton design strength rating.
FEASIBILITY REPORT STJOE 147693
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5.4.2 4Avenue SE and Western Court
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Similar to Pond View Ridge 3 and 4, a bituminous overlay is proposed for both 4 Avenue SE
and Western Court. The roadways are currently 20-years old and an overlay will help extend the
pavement life expectancy. The outside 6-feet of bituminous pavement surface next to the
concrete gutters will be milled down approximately 1-inch to allow the new pavement layer to be
paved more closely to the concrete gutter pan surface.
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5.5 Loso’s 3 Addition
5.5.1 Elm Street West
Pavement reconstruction is proposed for Elm Street W. The reconstruction will consist of
pulverizing and salvaging 4-inches of material. An additional 5-inches of subbase material will be
excavated to provide for a thicker pavement structural section. A 6-inch aggregate base will then
be constructed to support 3.5-inches of bituminous pavement. Concrete curb and gutter will be
constructed in place of the raised bituminous sluff curb. This design meets a light 9-ton structural
section.
The Baggenstoss parcels to the north west of the intersection of Elm Street W and College
Avenue N (CSAH 2), are currently not served by municipal sanitary sewer or water. In addition to
the street reconstruction, it is proposed to extend a 12-inch water main under College Avenue N
(CSAH 2) to the water tower where it will connect to an existing 12-inch water main leg on Elm
Street E as displayed in Figure 4A. The proposed water main will provide city water for the
Baggenstoss parcel on the north side of Elm Street W.
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In the future, the proposed 12-inch water main on Elm Street W will be extended west to 1
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Avenue NW, and then south on 1 Avenue NW and across CSAH 75 where it will connect to an
existing 12-inch water main at Birch Street and complete a trunk water main loop in the system.
It is proposed to replace a portion of the existing clay sewer in the vicinity of the street
improvement with PVC sanitary sewer pipe and add sewer service connections for the
Baggenstoss parcel north of Elm Street W.
5.6 Townsite Addition
5.6.1 Birch Street East
The proposed improvement for Birch Street E is a reconstruction by reclaiming and salvaging 3-
inches of bituminous aggregate mixture. 6-inches of subgrade would be excavated to provide the
depth needed for a light 9-ton structural section consisting of 3.5-inches of bituminous over a 6-
inches of aggregate base.
In conjunction with the street reconstruction, it is proposed to replace the existing CIP water
main. A new 8-inch DIP water main would be constructed in its place following the alignment of
Birch Street E as depicted in Figure 4B. The 8-inch DIP water main would connect to the existing
12-inch DIP water main on Birch Street E and connect to an existing 6-inch water main at College
Avenue N.
FEASIBILITY REPORT STJOE 147693
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5.6.2 Birch Street West, Ash Street West, and 1 Avenue NW
The proposed street improvements consist of an overlay and an edge mill of the outside 6-feet of
pavement surface next to the concrete gutters to allow the new pavement layer to be paved more
closely to the surface of the concrete gutter pan.
5.7 Block 7 Alleys
The Block 7 alley legs are proposed to be reconstructed. The bituminous surface and the
aggregate base of the west alley leg will be removed together with excavation of the aggregate
surface on the east and south alley legs to allow for the construction of a new structural section.
The proposed structural section will consist of 4-inches bituminous and 8-inches of aggregate
base, similar to the improvements constructed in 2017.
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New storm sewer will be extended from 3 Avenue NW to the alley intersection at mid-block.
Similar to previous alley reconstructions, the alley legs are proposed to be pave with an inverted
crown to surface-drain runoff to the proposed storm sewer catch basin at the center of the block.
The municipal utilities under the east and west alley legs will be replaced. The 8-inch clay
sanitary sewer will be reconstructed with 8-inch PVC with new service lateral connections. The
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existing CIP water main between the pump house and 2 Avenue NW will be replaced with 8”
DIP and connect to the existing DIP water main west of the pump house.
5.8 Block 8 Alleys
Similar to Block 7, the Block 8 alleys are proposed to be reconstructed and paved with 4-inches
of bituminous overlaying 8-inches of aggregate base.
The proposed storm sewer will be extended north from W Minnesota Street into the south leg as
shown in Figure 5A. The alleys will be paved with an inverted crown to allow for the storm water
to surface drain down the centerlines of the alleys to the storm sewer catch basin on the east
alley leg and the new proposed storm sewer catch basin on the south alley leg.
With the exception of an isolated section, the sanitary sewer for Block 8 on the east and west
nd
alley legs is in operational condition. A spot repair is needed in the west alley leg near 2 Avenue
NW. The CIP water main in the west alley leg and a section in the east alley leg is proposed to be
replaced with 8-inch DIP to match the rest of the existing water main in the east and south alley
legs.
5.9 Memorial Park Baseball Pavilion Parking Lot
The proposed improvements for the parking lot are to remove and replace the bituminous surface
rd
up to 3Avenue NW and replace the concrete walk at the pavilion. The bituminous surface will
consist of 3-inches of bituminous and 6-inches of compacted aggregate base. A concrete valley
rd
gutter for drainage will be added at the entrance of the parking lot along 3Avenue NW to ensure
drainage continues to the north along the park entrance.
nd
5.10 Birch Street W and 2Avenue NW Crosswalk
Concrete pedestrian ramps for pedestrian refuge are proposed at all four corners and crosswalk
striping.
FEASIBILITY REPORT STJOE 147693
Page 11
5.11 Hollow Park Addition
5.11.1 Old Highway 52
The proposed improvement for Old Highway 52 is to reconstruct the pavement by reclaiming and
salvaging 8-inches of the existing structural section.
The clay sanitary sewer will be reconstructed with 8-inch PVC pipe and connecting into the
improvements made in 2014 with the Park Terrace Improvements project. The reconstruction of
the sanitary sewer at the southeast end of Cypress Drive and at Old Highway 52 will also allow
for the abandonment of the back yard sewer system currently in service.
The 8-inches of salvaged reclaimed material will then be placed and compacted. 4-inches of
bituminous pavement will be paved to create a 9-ton pavement design.
5.11.2 Cypress Drive
The Cypress Drive improvements will consist of a reconstruct between the concrete curb and
gutter with an addition of sanitary sewer as shown in Figure 6A. The extension of the sanitary
sewer up to Old Highway 52 will allow the City to abandon the sanitary sewer through the side
and back yards of nearby residential properties.
Cypress Drive will be reconstructed to meet a light 9-ton structural design consisting of 3.5-
inches of bituminous over 8-inches of aggregate base. The aggregate base will be composed of
the reclaimed salvaged material along with virgin aggregate.
5.12 Jade Road
Since adjacent property is not proposed for development and ready for extension of municipal
utilities, Jade road is proposed to be resurfaced using reclaim and pave techniques. The roadway
will be reclaimed to a depth of approximately 8-inches, compacted, and overlaid with 4-inches of
bituminous.
Once paved, pavement marking will be placed atop the new bituminous surface as well as re-
striping north to Country Road 121.
5.13 Other Improvements
Since the proposed improvements amount to more than routine street maintenance activities and
are considered an alteration within the public right-of-way, it is recommended the sidewalk
pedestrian ramps within the project construction limits be updated to comply with Title II of the
Americans with Disabilities Act of 1990.
In order to maintain compliance with the sign reflectivity requirements of the Minnesota Manual of
Uniform Traffic Control Devices (MMUTCD), both regulatory and street name sign panels are
proposed to be replaced where needed.
FEASIBILITY REPORT STJOE 147693
Page 12
6 Probable Costs
The probable costs for the improvement are summarized in Tables 2 and 3. A detailed opinion of
cost appears in Appendix A
Table 2 – Opinion of Probable Cost
Item Cost
Construction $2,029,000
Contingency$202,900
Feasibility Report $38,600
Design and Construction $344,800
Soil Borings $10,000
MSAS Construction Materials Testing$15,000
Legal, Fiscal, and Administrative $202,880
Total$2,843,180
Table 3 – Probable Cost by Project Area
Project Area Type of Improvement Cost
Pond View Ridge Overlay / Reconstruct $614,080
th
4 Avenue NE & SEOverlay / Mill & Fill$193,800
Townsite Overlay $246,900
Hollow Park Reconstruct with Utilities$414,300
Block 7 Reconstruct with Utilities$195,600
Block 8 Reconstruct with Utilities$210,100
E Birch Street Reconstruct with Utilities$183,600
Elm Street West Reconstruct with Utilities$230,300
Jade RoadReconstruct $431,600
Birch Street West and Construct
nd
2 Avenue NW Crosswalk $43,000
Memorial Park Baseball Reconstruct
Pavilion Parking Lot$79,900
Total
$2,843,180
7 Project Funding and Special Assessments
For surface improvements, the City’s Special Assessment Policy prescribes the assessment
methodology to be on the basis of “frontage” or “footage” unless the assessable costs would be
more equitably distributed on a different basis. Since many of the lots abutting the project are
regular shaped, the frontage methodology will be applicable.
For frontage assessments, rectangular interior lots are assessed the frontage equal to the
dimension of the side of the lot abutting the improvement. Rectangular corner lots are assessed
100% of the short side footage of the lot abutting the improvement and 50% of the long side
FEASIBILITY REPORT STJOE 147693
Page 13
footage of the lot abutting the improvement. Irregular shaped lots, the “frontage” shall be equal to
the average width of the lot.
The City’s assessment policy describes that it will specially assess properties that have been
previously assessed for improvements up to 60% of the total project cost and to subsidize the
remaining percentage with City funds. However, if the improvement includes the construction of
new curb and gutter that did not previously exist (versus replacing curb and gutter), the
benefitting property shall be assessed for 100% of the curb and gutter costs. Alley improvements
in residential neighborhoods will be assessed up to 90% of the total project cost while
commercial areas shall be assessed up to 100% of the total project cost.
The City’s assessment policy describes subsurface improvements, such as water main or
sanitary sewer, for which the assessment rate shall be equal to the assessable costs of the
project divided by the total number of assessable units benefited by the improvements. For
projects involving the reconstruction or replacement of existing sanitary sewer or water main
utilities within single-family residential areas, the assessment rate to be applied against each
individual property shall be up to 60% of the per full unit charge.
FEASIBILITY REPORT STJOE 147693
Page 14
.00
ary
Total
$43,000.00 $79,900.00
$183,600
$614,080.00 $193,800.00 $246,900.00 $414,300.00 $405,700.00 $230,300.00 $431,600.00
$2,843,180.00
Total
$83,649.12
$91,324.36 $43,000.00 $79,900.00
$228,653.57 $146,684.06 $181,965.93 $149,614.68 $148,376.47
City Subsidy
$1,153,168.19
Sewer
$21,159.19 $21,159.19
Sanitary
Assessment
Level (100%)
$81,919.68 $47,853.39
$129,773.07
Level (60%)
Assessment
Sanitary Sewer
$27,737.14
$27,737.14
Water Main
Assessment
Level (100%)
3.51
$50,193.51
$50,19
Water Main
Level (60%)
Assessment
Project Funding by Project Area
–
Level
Table 4
(100%)
Surface
$36,357.70 $10,896.28
$478,853.98
$431,600.00
Assessment
Level
(90%)
Surface
$109,697.75 $109,697.75
Assessment
0.93
Level
(60%)
49,757.37
Surface
$62,176.47 $
$22,13
$872,597.18
$385,426.43 $102,475.64 $100,215.94 $150,414.39
Assessment
the projected project funding.
illustrate the parcels affected by the proposed improvements. Table 5 summarizes the preliminary assessment rates. A prelimin
10E
-
10A
& 8 Alleys
Project Area
Ave NW Crosswalk
Avenue NE & SE
thnd
Table 4 summarizesFigures assessment worksheet appears in Appendix B.
Pond View Ridge4TownsiteHollow ParkBlock 7E Birch StreetElm Street WestJade RoadBirch Street West and2Memorial Park BaseballPavilion Parking Lot Total
Feasibility Report STJOE 147693
City of St. Joseph, Minnesota Page 15
Feasibility Report STJOE 147693
City of St. Joseph, Minnesota Page 16
Figures
Figure 1 – Project Location
Figure 2 – Pond View Ridge
th
Figure 3 – 4Avenue
Figure 4 – Elm Street & Birch Street
Figure 5 – Townsite, Alleys, Memorial Park
Figure 6 – Cypress Drive & Old Highway 52
Figure 7 – Jade Road
Figure 8 – Preliminary Typical Sections
Figure 9 – Preliminary Typical Sections
Figure 10 – Parcel Map
ELM STREET
BIRCH STREET
OLD
4TH AVENUE
HIGHWAY 52
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Appendix A
Opinion of Probable Cost
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
MASTER
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$70,000.00$70,000.00
2TRAFFIC CONTROL LUMP SUM1.00$38,500.00$38,500.00
3INLET PROTECTIONEACH55.00$250.00$13,750.00
4STABILIZED CONSTRUCTION EXITEACH6.00$800.00$4,800.00
5PAVEMENT MARKING REMOVAL (MESSAGE)SQ FT330.00$3.50$1,155.00
6PAVEMENT MARKING REMOVALLIN FT3,080.00$1.25$3,850.00
7REMOVE BITUMINOUS PAVEMENTSQ YD3,640.00$4.50$16,380.00
8REMOVE CONCRETE WALKSQ YD468.00$5.50$2,574.00
9REMOVE CONCRETE DRIVEWAYSQ YD160.00$6.00$960.00
10REMOVE CONCRETE CURB AND GUTTERLIN FT1,080.00$3.75$4,050.00
11SALVAGE FENCELIN FT42.00$20.00$840.00
12SAWING CONCRETE PAVEMENTLIN FT604.00$4.50$2,718.00
13SAWING BITUMINOUS PAVEMENTLIN FT3,529.00$3.75$13,233.75$172,810.75
STREET
14COMMON EXCAVATION (P)CU YD4,272.00$15.00$64,080.00
15SUBGRADE PREPARATIONROAD STA57.00$105.00$5,985.00
16WATERM GAL38.00$30.00$1,140.00
17AGGREGATE BASE CLASS 5TON4,248.00$18.00$76,464.00
18MILL BITUMINOUS SURFACE (0-1")SQ YD12,225.00$1.50$18,337.50
19MILL BITUMINOUS SURFACE - 3.5"SQ YD3,770.00$2.75$10,367.50
20FULL DEPTH RECLAIMATIONSQ YD32,322.00$2.00$64,644.00
21SALVAGE AGGREGATE (LV)CU YD8,348.00$7.75$64,697.00
22WEARING COURSE MIXTURETON6,907.00$64.00$442,048.00
23NON-WEARING COURSE MIXTURETON5,693.00$62.00$352,966.00
24BITUMINOUS MATERIAL FOR TACK COATGAL3,648.00$3.00$10,944.00
25BITUMINOUS PATCH - STREETSQ YD290.00$65.00$18,850.00
26BITUMINOUS PATCH - PARKING LOTSQ YD1,085.00$30.00$32,550.00
27BITUMINOUS PATCH - DRIVEWAYSQ YD30.00$30.00$900.00
288" CONCRETE DRIVEWAY PAVEMENTSQ YD160.00$70.00$11,200.00
296" CONCRETE WALK / SAND BEDDINGSQ FT4,765.00$12.00$57,180.00
30TRUNCATED DOMESSQ FT510.00$55.00$28,050.00
31CONCRETE CURB & GUTTER, DESIGN B618LIN FT1,424.00$24.00$34,176.00
32CONCRETE CURB & GUTTER, DESIGN D418LIN FT465.00$30.00$13,950.00
33CONCRETE VALLEY GUTTERSQ YD48.00$80.00$3,840.00
31CHIMNEY SEAL (I & I BARRIER)EACH64.00$250.00$16,000.00
32ADJUST FRAME & RING CASTINGEACH68.00$550.00$37,400.00
33ADJUST VALVE BOXEACH46.00$350.00$16,100.00
112/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
MASTER
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
34F&I SIGN PANELS TYPE CSQ FT391.75$40.00$15,670.00
35F&I STREET NAME SIGN ASSEMBLYEACH26.00$425.00$11,050.00
36INSTALL FENCELIN FT30.00$20.00$600.00
37PAVEMENT MESSAGE (ARROW) - EPOXY GR INEACH4.00$300.00$1,200.00
38PAVEMENT MESSAGE (STOP) - EPOXY GR IN SQ FT62.00$20.00$1,240.00
394" BROKEN LINE YELLOW - EPOXY GR INLIN FT180.00$0.75$135.00
404" DOUBLE LINE YELLOW - EPOXY GR INLIN FT2,240.00$1.50$3,360.00
414" SOLID LINE WHITE - EPOXY GR INLIN FT2,269.00$0.75$1,701.75
428" SOLID LINE WHITE - EPOXY GR INLIN FT840.00$1.75$1,470.00
4324" SOLID LINE WHITE - EPOXY GR INLIN FT40.00$16.00$640.00
44WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT1,799.00$5.00$8,995.00
45STREET SWEEP (WITH PICKUP BROOM)HOUR43.00$150.00$6,450.00$1,434,380.75
SANITARY SEWER
46DEWATERINGLUMP SUM1.00$7,000.00$7,000.00
474" PVC SANITARY SEWERLIN FT70.00$38.00$2,660.00
486" PVC SANITARY SEWERLIN FT350.00$40.00$14,000.00
498" PVC SANITARY SEWERLIN FT1,210.00$45.00$54,450.00
5010" PVC SANITARY SEWERLIN FT15.00$100.00$1,500.00
51BYPASS PUMPINGLUMP SUM1.00$3,750.00$3,750.00
52SANITARY MANHOLE (0-10')EACH4.00$4,200.00$16,800.00
53EXTRA DEPTH MANHOLELIN FT5.00$200.00$1,000.00
54CONNECT SANITARY SEWER SERVICEEACH14.00$500.00$7,000.00
55CONNECT TO EXISTING MANHOLEEACH3.00$2,000.00$6,000.00
56ABANDON SANITARY SEWEREACH3.00$500.00$1,500.00
578" X 4" PVC WYE & BEND, SDR 26EACH7.00$500.00$3,500.00
588" X 6" PVC WYE & BEND, SDR 26EACH6.00$650.00$3,900.00
5910" X 6" PVC WYE & BEND, SDR 26EACH2.00$800.00$1,600.00
60CLEAN & TELEVISE PIPE SEWERLIN FT1,570.00$2.50$3,925.00$128,585.00
WATER MAIN
61DEWATERINGLUMP SUM1.00$12,000.00$12,000.00
62REMOVE WATER MAINLIN FT790.00$5.00$3,950.00
6312" WATER MAIN - DUCT IRON CL 50LIN FT360.00$65.00$23,400.00
648" WATER MAIN - DUCT IRON CL 52LIN FT1,210.00$55.00$66,550.00
656" WATER MAIN - DUCT IRON CL 52LIN FT25.00$75.00$1,875.00
6624" JACKED STEEL CASING PIPELIN FT124.00$450.00$55,800.00
67HYDRANTEACH1.00$4,700.00$4,700.00
6812" GATE VALVE AND BOXEACH2.00$3,750.00$7,500.00
698" GATE VALVE AND BOXEACH4.00$2,000.00$8,000.00
212/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
MASTER
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
706" GATE VALVE AND BOXEACH1.00$1,800.00$1,800.00
71CONNECT TO EXISTING WATER MAINEACH6.00$1,500.00$9,000.00
721" CORPORATION STOPEACH7.00$500.00$3,500.00
732" CORPORATION STOPEACH1.00$700.00$700.00
741" CURB STOP AND BOXEACH7.00$400.00$2,800.00
752" CURB STOP AND BOXEACH1.00$600.00$600.00
761" WATER SERVICE PIPELIN FT210.00$35.00$7,350.00
772" WATER SERVICE PIPELIN FT30.00$50.00$1,500.00
78ABANDON WATER MAINEACH1.00$500.00$500.00
794" INSULATIONSQ YD7.00$45.00$315.00
80WATER MAIN FITTINGSPOUND1,550.00$8.00$12,400.00$224,240.00
STORM SEWER
8112" RC PIPE SEWER DESIGN 3006 CL VLIN FT275.00$48.00$13,200.00
82CONST DRAINAGE STRUCTURE DES HEACH1.00$2,900.00$2,900.00
83CONST DRAINAGE STRUCTURE DESIGN 48-4020EACH3.00$3,500.00$10,500.00
84CONNECT TO EXISTING STORM SEWEREACH2.00$850.00$1,700.00$28,300.00
TURF RESTORATION
85TOPSOIL BORROW (LV)CU YD946.00$25.00$23,650.00
86SEEDINGACRE1.68$3,500.00$5,880.00
87SEED MIXTURE 25-131POUND390.00$7.50$2,925.00
88HYDRAULIC MATRIX MULCH TYPE BFMPOUND5,880.00$1.25$7,350.00
89COMMERCIAL FERTILIZERPOUND589.00$1.50$883.50$40,688.50
SUBTOTAL - CONSTRUCTION$2,029,000.00$2,029,005.00
CONTINGENCY$202,900.00
FEASIBILITY REPORT$38,600.00
DESIGN AND CONSTRUCTION$344,800.00
SOIL BORINGS$10,000.00
MSAS CONSTRUCTION MATERIALS TESTING$15,000.00
LEGAL, FISCAL, AND ADMINISTRATIVE$202,880.00
GRAND TOTAL $2,843,180.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
312/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
OLD HIGHWAY 52
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$5,000.00$5,000.00
2TRAFFIC CONTROL LUMP SUM1.00$3,000.00$3,000.00
3INLET PROTECTIONEACH4.00$250.00$1,000.00
4STABILIZED CONSTRUCTION EXITEACH2.00$800.00$1,600.00
5SAWING CONCRETE PAVEMENTLIN FT12.00$4.50$54.00
6SAWING BITUMINOUS PAVEMENTLIN FT340.00$3.75$1,275.00$11,929.00
STREET
7COMMON EXCAVATION (P)CU YD460.00$15.00$6,900.00
8SUBGRADE PREPARATIONROAD STA12.25$105.00$1,286.25
9WATERM GAL2.00$30.00$60.00
10AGGREGATE BASE CLASS 5TON230.00$18.00$4,140.00
11FULL DEPTH RECLAIMATIONSQ YD4,140.00$2.00$8,280.00
12SALVAGE AGGREGATE (LV)CU YD1,245.00$7.75$9,648.75
13WEARING COURSE MIXTURETON405.00$64.00$25,920.00
14NON-WEARING COURSE MIXTURETON635.00$62.00$39,370.00
15BITUMINOUS MATERIAL FOR TACK COATGAL210.00$3.00$630.00
16CONCRETE CURB & GUTTER, DESIGN B618LIN FT20.00$24.00$480.00
17CONCRETE CURB & GUTTER, DESIGN D418LIN FT445.00$30.00$13,350.00
18CHIMNEY SEAL (I & I BARRIER)EACH2.00$250.00$500.00
19ADJUST FRAME & RING CASTINGEACH2.00$550.00$1,100.00
20F&I SIGN PANELS TYPE CSQ FT68.00$40.00$2,720.00
21F&I STREET NAME SIGN ASSEMBLYEACH2.00$425.00$850.00
22STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$115,535.00
SANITARY SEWER
23DEWATERINGLUMP SUM1.00$2,000.00$2,000.00
244" PVC SANITARY SEWERLIN FT20.00$38.00$760.00
258" PVC SANITARY SEWERLIN FT650.00$45.00$29,250.00
26BYPASS PUMPINGLUMP SUM1.00$750.00$750.00
27SANITARY MANHOLE (0-10')EACH3.00$4,200.00$12,600.00
28EXTRA DEPTH MANHOLELIN FT5.00$200.00$1,000.00
29CONNECT SANITARY SEWER SERVICEEACH5.00$500.00$2,500.00
30CONNECT TO EXISTING MANHOLEEACH1.00$2,000.00$2,000.00
31ABANDON SANITARY SEWEREACH1.00$500.00$500.00
328" X 4" PVC WYE & BEND, SDR 26EACH2.00$500.00$1,000.00
338" X 6" PVC WYE & BEND, SDR 26EACH3.00$650.00$1,950.00
34CLEAN & TELEVISE PIPE SEWERLIN FT650.00$2.50$1,625.00$55,935.00
412/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
OLD HIGHWAY 52
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
SUBTOTAL - CONSTRUCTION$183,400.00$183,399.00
CONTINGENCY$18,300.00
FEASIBILITY REPORT$3,500.00
DESIGN AND CONSTRUCTION$31,200.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$1,400.00
LEGAL, FISCAL, AND ADMINISTRATIVE$18,300.00
GRAND TOTAL $256,100.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
512/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
CYPRESS DRIVE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$4,000.00$4,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH4.00$250.00$1,000.00
4REMOVE BITUMINOUS PAVEMENTSQ YD25.00$4.50$112.50
5SALVAGE FENCELIN FT30.00$20.00$600.00
6SAWING CONCRETE PAVEMENTLIN FT12.00$4.50$54.00
7SAWING BITUMINOUS PAVEMENTLIN FT150.00$3.75$562.50$7,329.00
STREET
8COMMON EXCAVATION (P)CU YD480.00$15.00$7,200.00
9SUBGRADE PREPARATIONROAD STA7.50$105.00$787.50
10WATERM GAL2.00$30.00$60.00
11AGGREGATE BASE CLASS 5TON320.00$18.00$5,760.00
12FULL DEPTH RECLAIMATIONSQ YD2,840.00$2.00$5,680.00
13SALVAGE AGGREGATE (LV)CU YD640.00$7.75$4,960.00
14WEARING COURSE MIXTURETON280.00$64.00$17,920.00
15NON-WEARING COURSE MIXTURETON360.00$62.00$22,320.00
16BITUMINOUS MATERIAL FOR TACK COATGAL150.00$3.00$450.00
17BITUMINOUS PATCH - DRIVEWAYSQ YD30.00$30.00$900.00
18CONCRETE CURB & GUTTER, DESIGN D418LIN FT20.00$30.00$600.00
19CHIMNEY SEAL (I & I BARRIER)EACH5.00$250.00$1,250.00
20ADJUST FRAME & RING CASTINGEACH5.00$550.00$2,750.00
21ADJUST VALVE BOXEACH2.00$350.00$700.00
22F&I SIGN PANELS TYPE CSQ FT25.00$40.00$1,000.00
23F&I STREET NAME SIGN ASSEMBLYEACH2.00$425.00$850.00
24INSTALL FENCELIN FT30.00$20.00$600.00
25STREET SWEEP (WITH PICKUP BROOM)HOUR4.00$150.00$600.00$74,387.50
SANITARY SEWER
26DEWATERINGLUMP SUM1.00$2,000.00$2,000.00
276" PVC SANITARY SEWERLIN FT250.00$40.00$10,000.00
288" PVC SANITARY SEWERLIN FT100.00$45.00$4,500.00
29BYPASS PUMPINGLUMP SUM1.00$750.00$750.00
30SANITARY MANHOLE (0-10')EACH1.00$4,200.00$4,200.00
31CONNECT SANITARY SEWER SERVICEEACH3.00$500.00$1,500.00
32CONNECT TO EXISTING MANHOLEEACH1.00$2,000.00$2,000.00
33ABANDON SANITARY SEWEREACH2.00$500.00$1,000.00
348" X 6" PVC WYE & BEND, SDR 26EACH3.00$650.00$1,950.00
35CLEAN & TELEVISE PIPE SEWERLIN FT100.00$2.50$250.00$28,150.00
612/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
CYPRESS DRIVE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
TURF RESTORATION
36TOPSOIL BORROW (LV)CU YD95.00$25.00$2,375.00
37SEEDINGACRE0.10$3,500.00$350.00
38SEED MIXTURE 25-131POUND25.00$7.50$187.50
39HYDRAULIC MATRIX MULCH TYPE BFMPOUND350.00$1.25$437.50
40COMMERCIAL FERTILIZERPOUND35.00$1.50$52.50$3,402.50
SUBTOTAL - CONSTRUCTION$113,300.00$113,269.00
CONTINGENCY$11,300.00
FEASIBILITY REPORT$2,200.00
DESIGN AND CONSTRUCTION$19,300.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$800.00
LEGAL, FISCAL, AND ADMINISTRATIVE$11,300.00
GRAND TOTAL $158,200.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
712/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BIRCH STREET E
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$2,500.00$2,500.00
3INLET PROTECTIONEACH2.00$250.00$500.00
4STABILIZED CONSTRUCTION EXITEACH$800.00$0.00
5PAVEMENT MARKING REMOVAL (MESSAGE)SQ FT$3.50$0.00
6PAVEMENT MARKING REMOVALLIN FT$1.25$0.00
7REMOVE BITUMINOUS PAVEMENTSQ YD$4.50$0.00
4REMOVE CONCRETE WALKSQ YD45.00$5.50$247.50
REMOVE CONCRETE DRIVEWAYSQ YD$6.00$0.00
5REMOVE CONCRETE CURB AND GUTTERLIN FT75.00$3.75$281.25
SALVAGE FENCELIN FT$20.00$0.00
6SAWING CONCRETE PAVEMENTLIN FT45.00$4.50$202.50
7SAWING BITUMINOUS PAVEMENTLIN FT173.00$3.75$648.75$6,380.00
STREET
8COMMON EXCAVATION (P)CU YD273.00$15.00$4,095.00
9SUBGRADE PREPARATIONROAD STA9.00$105.00$945.00
10WATERM GAL4.00$30.00$120.00
11AGGREGATE BASE CLASS 5TON545.00$18.00$9,810.00
12MILL BITUMINOUS SURFACE (0-1")SQ YD$1.50$0.00
13MILL BITUMINOUS SURFACE - 3.5"SQ YD$2.75$0.00
12FULL DEPTH RECLAIMATIONSQ YD1,961.00$2.00$3,922.00
13SALVAGE AGGREGATE (LV)CU YD295.00$7.75$2,286.25
14WEARING COURSE MIXTURETON191.00$64.00$12,224.00
15NON-WEARING COURSE MIXTURETON255.00$62.00$15,810.00
16BITUMINOUS MATERIAL FOR TACK COATGAL98.00$3.00$294.00
BITUMINOUS PATCH - STREETSQ YD$65.00$0.00
17BITUMINOUS PATCH - PARKING LOTSQ YD$30.00$0.00
18BITUMINOUS PATCH - DRIVEWAYSQ YD$30.00$0.00
8" CONCRETE DRIVEWAY PAVEMENTSQ YD$70.00$0.00
176" CONCRETE WALK / SAND BEDDINGSQ FT405.00$12.00$4,860.00
18TRUNCATED DOMESSQ FT45.00$55.00$2,475.00
19CONCRETE CURB & GUTTER, DESIGN B618LIN FT75.00$24.00$1,800.00
20CONCRETE CURB & GUTTER, DESIGN D418LIN FT$30.00$0.00
21CONCRETE VALLEY GUTTERSQ YD$80.00$0.00
22BITUMINOUS DRIVEWAY PAVEMENTSQ YD$0.00$0.00
23CHIMNEY SEAL (I & I BARRIER)EACH$250.00$0.00
24ADJUST FRAME & RING CASTINGEACH$550.00$0.00
812/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BIRCH STREET E
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
20ADJUST VALVE BOXEACH1.00$350.00$350.00
21F&I SIGN PANELS TYPE CSQ FT25.00$40.00$1,000.00
22F&I STREET NAME SIGN ASSEMBLYEACH2.00$425.00$850.00
INSTALL FENCELIN FT$20.00$0.00
23PAVEMENT MESSAGE (ARROW) - EPOXY GR INEACH$300.00$0.00
24PAVEMENT MESSAGE (STOP) - EPOXY GR IN SQ FT$20.00$0.00
234" BROKEN LINE YELLOW - EPOXY GR INLIN FT180.00$0.75$135.00
244" DOUBLE LINE YELLOW - EPOXY GR INLIN FT$1.50$0.00
254" SOLID LINE WHITE - EPOXY GR INLIN FT$0.75$0.00
268" SOLID LINE WHITE - EPOXY GR INLIN FT$1.75$0.00
2724" SOLID LINE WHITE - EPOXY GR INLIN FT$16.00$0.00
24WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT72.00$5.00$360.00
25STREET SWEEP (WITH PICKUP BROOM)HOUR4.00$150.00$600.00$61,936.25
SANITARY SEWER$0.00
26DEWATERINGLUMP SUM$0.00$0.00
4" PVC SANITARY SEWERLIN FT$38.00$0.00
276" PVC SANITARY SEWERLIN FT$40.00$0.00
288" PVC SANITARY SEWERLIN FT$45.00$0.00
2910" PVC SANITARY SEWERLIN FT$100.00$0.00
30BYPASS PUMPINGLUMP SUM$0.00$0.00
31SANITARY MANHOLE (0-10')EACH$4,200.00$0.00
32EXTRA DEPTH MANHOLELIN FT$200.00$0.00
33CONNECT SANITARY SEWER SERVICEEACH$500.00$0.00
34CONNECT TO EXISTING MANHOLEEACH$2,000.00$0.00
35ABANDON SANITARY SEWEREACH$500.00$0.00
368" X 4" PVC WYE & BEND, SDR 26EACH$500.00$0.00
378" X 6" PVC WYE & BEND, SDR 26EACH$650.00$0.00
3810" X 6" PVC WYE & BEND, SDR 26EACH$800.00$0.00
39CLEAN & TELEVISE PIPE SEWERLIN FT$2.50$0.00$0.00
WATER MAIN$0.00
DEWATERINGLUMP SUM$0.00$0.00
REMOVE WATER MAINLIN FT$5.00$0.00
4012" WATER MAIN - DUCT IRON CL 50LIN FT$65.00$0.00
418" WATER MAIN - DUCT IRON CL 52LIN FT$55.00$0.00
426" WATER MAIN - DUCT IRON CL 52LIN FT$75.00$0.00
24" JACKED STEEL CASING PIPELIN FT$450.00$0.00
43HYDRANTEACH$4,700.00$0.00
4412" GATE VALVE AND BOXEACH$3,750.00$0.00
912/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BIRCH STREET E
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
458" GATE VALVE AND BOXEACH$2,000.00$0.00
466" GATE VALVE AND BOXEACH$1,800.00$0.00
47CONNECT TO EXISTING WATER MAINEACH$1,500.00$0.00
481" CORPORATION STOPEACH$500.00$0.00
2" CORPORATION STOPEACH$700.00$0.00
491" CURB STOP AND BOXEACH$400.00$0.00
2" CURB STOP AND BOXEACH$600.00$0.00
501" WATER SERVICE PIPELIN FT$35.00$0.00
512" WATER SERVICE PIPELIN FT$50.00$0.00
51ABANDON WATER MAINEACH$500.00$0.00
524" INSULATIONSQ YD$45.00$0.00
53WATER MAIN FITTINGSPOUND$8.00$0.00$0.00
STORM SEWER0.00
12" RC PIPE SEWER DESIGN 3006 CL VLIN FT$48.00$0.00
CONST DRAINAGE STRUCTURE DES HEACH$2,900.00$0.00
CONST DRAINAGE STRUCTURE DESIGN 48-4020EACH$3,500.00$0.00
CONNECT TO EXISTING STORM SEWEREACH$850.00$0.00
TURF RESTORATION$0.00
54TOPSOIL BORROW (LV)CU YD$25.00$0.00
26SEEDINGACRE$3,500.00$0.00
27SEED MIXTURE 25-131POUND$7.50$0.00
28HYDRAULIC MATRIX MULCH TYPE BFMPOUND$1.25$0.00
29COMMERCIAL FERTILIZERPOUND$1.50$0.00$0.00
SUBTOTAL - CONSTRUCTION$68,300.00$68,316.25
CONTINGENCY$6,800.00
FEASIBILITY REPORT$1,300.00
DESIGN AND CONSTRUCTION$11,600.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$500.00
LEGAL, FISCAL, AND ADMINISTRATIVE$6,800.00
GRAND TOTAL $95,300.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1012/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BIRCH STREET E UTILITIES
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$5,000.00$5,000.00$7,000.00
WATER MAIN
3DEWATERINGLUMP SUM1.00$5,000.00$5,000.00
4REMOVE WATER MAINLIN FT30.00$5.00$150.00
58" WATER MAIN - DUCT IRON CL 52LIN FT450.00$55.00$24,750.00
68" GATE VALVE AND BOXEACH2.00$2,000.00$4,000.00
7CONNECT TO EXISTING WATER MAINEACH2.00$1,500.00$3,000.00
81" CORPORATION STOPEACH6.00$500.00$3,000.00
91" CURB STOP AND BOXEACH6.00$400.00$2,400.00
101" WATER SERVICE PIPELIN FT180.00$35.00$6,300.00
11ABANDON WATER MAINEACH1.00$500.00$500.00
12WATER MAIN FITTINGSPOUND450.00$8.00$3,600.00$52,700.00
SUBTOTAL - CONSTRUCTION$59,700.00$59,700.00
CONTINGENCY$6,000.00
FEASIBILITY REPORT$1,100.00
DESIGN AND CONSTRUCTION$10,100.00
SOIL BORINGS$5,000.00
MSAS CONSTRUCTION MATERIALS TESTING$400.00
LEGAL, FISCAL, AND ADMINISTRATIVE$6,000.00
GRAND TOTAL $88,300.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1112/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
W BIRCH STREET
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH7.00$250.00$1,750.00
4REMOVE CONCRETE WALKSQ YD35.00$5.50$192.50
5REMOVE CONCRETE CURB AND GUTTERLIN FT60.00$3.75$225.00
6SAWING CONCRETE PAVEMENTLIN FT40.00$4.50$180.00$5,347.50
STREET
7MILL BITUMINOUS SURFACE (0-1")SQ YD1,215.00$1.50$1,822.50
8WEARING COURSE MIXTURETON310.00$64.00$19,840.00
9BITUMINOUS MATERIAL FOR TACK COATGAL190.00$3.00$570.00
106" CONCRETE WALK / SAND BEDDINGSQ FT290.00$12.00$3,480.00
11TRUNCATED DOMESSQ FT40.00$55.00$2,200.00
12CONCRETE CURB & GUTTER, DESIGN B618LIN FT60.00$24.00$1,440.00
13CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
14ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
15ADJUST VALVE BOXEACH7.00$350.00$2,450.00
16F&I SIGN PANELS TYPE CSQ FT25.00$40.00$1,000.00
17F&I STREET NAME SIGN ASSEMBLYEACH2.00$425.00$850.00
18WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT135.00$5.00$675.00
19STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$35,427.50
SUBTOTAL - CONSTRUCTION$40,800.00$40,775.00
CONTINGENCY$4,100.00
FEASIBILITY REPORT$800.00
DESIGN AND CONSTRUCTION$6,900.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$300.00
LEGAL, FISCAL, AND ADMINISTRATIVE$4,100.00
GRAND TOTAL $57,000.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1212/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
W ASH STREET
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH3.00$250.00$750.00
4REMOVE CONCRETE WALKSQ YD115.00$5.50$632.50
5REMOVE CONCRETE CURB AND GUTTERLIN FT200.00$3.75$750.00
6SAWING CONCRETE PAVEMENTLIN FT140.00$4.50$630.00$5,762.50
STREET
7MILL BITUMINOUS SURFACE (0-1")SQ YD1,245.00$1.50$1,867.50
8WEARING COURSE MIXTURETON330.00$64.00$21,120.00
9BITUMINOUS MATERIAL FOR TACK COATGAL200.00$3.00$600.00
106" CONCRETE WALK / SAND BEDDINGSQ FT1,000.00$12.00$12,000.00
11TRUNCATED DOMESSQ FT120.00$55.00$6,600.00
12CONCRETE CURB & GUTTER, DESIGN B618LIN FT200.00$24.00$4,800.00
13CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
14ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
15ADJUST VALVE BOXEACH2.00$350.00$700.00
16F&I SIGN PANELS TYPE CSQ FT35.00$40.00$1,400.00
17F&I STREET NAME SIGN ASSEMBLYEACH2.00$425.00$850.00
184" SOLID LINE WHITE - EPOXY GR INLIN FT225.00$0.75$168.75
19WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT135.00$5.00$675.00
20STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$51,881.25
SUBTOTAL - CONSTRUCTION$57,600.00$57,643.75
CONTINGENCY$5,800.00
FEASIBILITY REPORT$1,100.00
DESIGN AND CONSTRUCTION$9,800.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$400.00
LEGAL, FISCAL, AND ADMINISTRATIVE$5,800.00
GRAND TOTAL $80,500.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1312/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
1ST AVENUE NW
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH6.00$250.00$1,500.00
4REMOVE CONCRETE WALKSQ YD105.00$5.50$577.50
5REMOVE CONCRETE CURB AND GUTTERLIN FT170.00$3.75$637.50
6SAWING CONCRETE PAVEMENTLIN FT105.00$4.50$472.50$6,187.50
STREET
7MILL BITUMINOUS SURFACE (0-1")SQ YD1,640.00$1.50$2,460.00
8WEARING COURSE MIXTURETON470.00$64.00$30,080.00
9BITUMINOUS MATERIAL FOR TACK COATGAL285.00$3.00$855.00
106" CONCRETE WALK / SAND BEDDINGSQ FT910.00$12.00$10,920.00
11TRUNCATED DOMESSQ FT100.00$55.00$5,500.00
12CONCRETE CURB & GUTTER, DESIGN B618LIN FT170.00$24.00$4,080.00
13CHIMNEY SEAL (I & I BARRIER)EACH12.00$250.00$3,000.00
14ADJUST FRAME & RING CASTINGEACH12.00$550.00$6,600.00
15ADJUST VALVE BOXEACH8.00$350.00$2,800.00
16F&I SIGN PANELS TYPE CSQ FT35.00$40.00$1,400.00
17F&I STREET NAME SIGN ASSEMBLYEACH1.00$425.00$425.00
184" SOLID LINE WHITE - EPOXY GR INLIN FT460.00$0.75$345.00
19WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT685.00$5.00$3,425.00
20STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$72,190.00
SUBTOTAL - CONSTRUCTION$78,400.00$78,377.50
CONTINGENCY$7,800.00
FEASIBILITY REPORT$1,500.00
DESIGN AND CONSTRUCTION$13,300.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$600.00
LEGAL, FISCAL, AND ADMINISTRATIVE$7,800.00
GRAND TOTAL $109,400.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1412/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
ELM STREET W
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH2.00$250.00$500.00
4STABILIZED CONSTRUCTION EXITEACH2.00$800.00$1,600.00
5SAWING BITUMINOUS PAVEMENTLIN FT96.00$3.75$360.00$5,460.00
STREET
6COMMON EXCAVATION (P)CU YD94.00$15.00$1,410.00
7SUBGRADE PREPARATIONROAD STA1.75$105.00$183.75
8WATERM GAL2.00$30.00$60.00
9AGGREGATE BASE CLASS 5TON75.00$18.00$1,350.00
10FULL DEPTH RECLAIMATIONSQ YD674.00$2.00$1,348.00
11SALVAGE AGGREGATE (LV)CU YD102.00$7.75$790.50
12WEARING COURSE MIXTURETON70.00$64.00$4,480.00
13NON-WEARING COURSE MIXTURETON90.00$62.00$5,580.00
14BITUMINOUS MATERIAL FOR TACK COATGAL34.00$3.00$102.00
15CONCRETE CURB & GUTTER, DESIGN B618LIN FT324.00$24.00$7,776.00
16CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
17ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
18F&I SIGN PANELS TYPE CSQ FT6.25$40.00$250.00
19STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$24,430.25
TURF RESTORATION
20TOPSOIL BORROW (LV)CU YD21.00$25.00$525.00
21SEEDINGACRE0.05$3,500.00$175.00
22SEED MIXTURE 25-131POUND15.00$7.50$112.50
23HYDRAULIC MATRIX MULCH TYPE BFMPOUND175.00$1.25$218.75
24COMMERCIAL FERTILIZERPOUND18.00$1.50$27.00$1,058.25
SUBTOTAL - CONSTRUCTION$30,900.00$30,948.50
CONTINGENCY$3,100.00
FEASIBILITY REPORT$600.00
DESIGN AND CONSTRUCTION$5,300.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$200.00
LEGAL, FISCAL, AND ADMINISTRATIVE$3,100.00
GRAND TOTAL $43,200.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1512/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
ELM STREET W UTILITIES
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMAT
NO.ITEM DESCRIPTIONMEASUREMENTE QUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$5,000.00$5,000.00$7,000.00
SANITARY SEWER
3DEWATERINGLUMP SUM1.00$1,000.00$1,000.00
46" PVC SANITARY SEWERLIN FT100.00$40.00$4,000.00
510" PVC SANITARY SEWERLIN FT15.00$100.00$1,500.00
6BYPASS PUMPINGLUMP SUM1.00$750.00$750.00
7CONNECT SANITARY SEWER SERVICEEACH1.00$500.00$500.00
8CONNECT TO EXISTING MANHOLEEACH1.00$2,000.00$2,000.00
910" X 6" PVC WYE & BEND, SDR 26EACH2.00$800.00$1,600.00
10CLEAN & TELEVISE PIPE SEWERLIN FT100.00$2.50$250.00$11,600.00
WATER MAIN
11DEWATERINGLUMP SUM1.00$5,000.00$5,000.00
1212" WATER MAIN - DUCT IRON CL 50LIN FT360.00$65.00$23,400.00
136" WATER MAIN - DUCT IRON CL 52LIN FT25.00$75.00$1,875.00
1424" JACKED STEEL CASING PIPELIN FT124.00$450.00$55,800.00
15HYDRANTEACH1.00$4,700.00$4,700.00
1612" GATE VALVE AND BOXEACH2.00$3,750.00$7,500.00
176" GATE VALVE AND BOXEACH1.00$1,800.00$1,800.00
18CONNECT TO EXISTING WATER MAINEACH1.00$1,500.00$1,500.00
191" CORPORATION STOPEACH1.00$500.00$500.00
202" CORPORATION STOPEACH1.00$700.00$700.00
211" CURB STOP AND BOXEACH1.00$400.00$400.00
222" CURB STOP AND BOXEACH1.00$600.00$600.00
231" WATER SERVICE PIPELIN FT30.00$35.00$1,050.00
242" WATER SERVICE PIPELIN FT30.00$50.00$1,500.00
254" INSULATIONSQ YD7.00$45.00$315.00
26WATER MAIN FITTINGSPOUND650.00$8.00$5,200.00$111,840.00
SUBTOTAL - CONSTRUCTION$130,400.00$130,440.00
CONTINGENCY$13,000.00
FEASIBILITY REPORT$2,500.00
DESIGN AND CONSTRUCTION$22,200.00
SOIL BORINGS$5,000.00
MSAS CONSTRUCTION MATERIALS TESTING$1,000.00
LEGAL, FISCAL, AND ADMINISTRATIVE$13,000.00
GRAND TOTAL $187,100.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1612/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
4TH AVENUE NE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$3,000.00$3,000.00
2TRAFFIC CONTROL LUMP SUM1.00$2,500.00$2,500.00
3INLET PROTECTIONEACH5.00$250.00$1,250.00
4REMOVE CONCRETE WALKSQ YD15.00$5.50$82.50
5REMOVE CONCRETE CURB AND GUTTERLIN FT25.00$3.75$93.75
6SAWING CONCRETE PAVEMENTLIN FT20.00$4.50$90.00
7SAWING BITUMINOUS PAVEMENTLIN FT340.00$3.75$1,275.00$8,291.25
STREET
8WATERM GAL1.00$30.00$30.00
9MILL BITUMINOUS SURFACE - 3.5"SQ YD3,770.00$2.75$10,367.50
10WEARING COURSE MIXTURETON480.00$64.00$30,720.00
11NON-WEARING COURSE MIXTURETON480.00$62.00$29,760.00
12BITUMINOUS MATERIAL FOR TACK COATGAL190.00$3.00$570.00
136" CONCRETE WALK / SAND BEDDINGSQ FT125.00$12.00$1,500.00
14TRUNCATED DOMESSQ FT25.00$55.00$1,375.00
15CONCRETE CURB & GUTTER, DESIGN B618LIN FT25.00$24.00$600.00
16CHIMNEY SEAL (I & I BARRIER)EACH3.00$250.00$750.00
17ADJUST FRAME & RING CASTINGEACH3.00$550.00$1,650.00
18ADJUST VALVE BOXEACH1.00$350.00$350.00
19F&I SIGN PANELS TYPE CSQ FT3.00$40.00$120.00
20F&I STREET NAME SIGN ASSEMBLYEACH1.00$425.00$425.00
21STREET SWEEP (WITH PICKUP BROOM)HOUR1.00$150.00$150.00$78,367.50
SUBTOTAL - CONSTRUCTION$86,700.00$86,658.75
CONTINGENCY$8,700.00
FEASIBILITY REPORT$1,700.00
DESIGN AND CONSTRUCTION$14,700.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$600.00
LEGAL, FISCAL, AND ADMINISTRATIVE$8,700.00
GRAND TOTAL $121,100.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1712/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
4TH AVENUE SE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH2.00$250.00$500.00
4REMOVE CONCRETE WALKSQ YD50.00$5.50$275.00
5REMOVE CONCRETE CURB AND GUTTERLIN FT80.00$3.75$300.00
6SAWING CONCRETE PAVEMENTLIN FT50.00$4.50$225.00$4,300.00
STREET
7MILL BITUMINOUS SURFACE (0-1")SQ YD1,375.00$1.50$2,062.50
8WEARING COURSE MIXTURETON300.00$64.00$19,200.00
9BITUMINOUS MATERIAL FOR TACK COATGAL180.00$3.00$540.00
106" CONCRETE WALK / SAND BEDDINGSQ FT430.00$12.00$5,160.00
11TRUNCATED DOMESSQ FT45.00$55.00$2,475.00
12CONCRETE CURB & GUTTER, DESIGN B618LIN FT80.00$24.00$1,920.00
13CHIMNEY SEAL (I & I BARRIER)EACH6.00$250.00$1,500.00
14ADJUST FRAME & RING CASTINGEACH6.00$550.00$3,300.00
15ADJUST VALVE BOXEACH2.00$350.00$700.00
16F&I SIGN PANELS TYPE CSQ FT20.00$40.00$800.00
17F&I STREET NAME SIGN ASSEMBLYEACH2.00$425.00$850.00
18WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT110.00$5.00$550.00
19STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$39,357.50
SUBTOTAL - CONSTRUCTION$43,700.00$43,657.50
CONTINGENCY$4,400.00
FEASIBILITY REPORT$800.00
DESIGN AND CONSTRUCTION$7,400.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$300.00
LEGAL, FISCAL, AND ADMINISTRATIVE$4,400.00
GRAND TOTAL $61,000.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1812/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
WESTERN COURT
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,000.00$1,000.00$1,000.00
STREET
2MILL BITUMINOUS SURFACE (0-1")SQ YD515.00$1.50$772.50
3WEARING COURSE MIXTURETON70.00$64.00$4,480.00
4BITUMINOUS MATERIAL FOR TACK COATGAL40.00$3.00$120.00
5CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
6ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
7ADJUST VALVE BOXEACH1.00$350.00$350.00
8F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00
9F&I STREET NAME SIGN ASSEMBLYEACH1.00$425.00$425.00
10STREET SWEEP (WITH PICKUP BROOM)HOUR1.00$150.00$150.00$7,377.50
SUBTOTAL - CONSTRUCTION$8,400.00$8,377.50
CONTINGENCY$800.00
FEASIBILITY REPORT$200.00
DESIGN AND CONSTRUCTION$1,400.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$100.00
LEGAL, FISCAL, AND ADMINISTRATIVE$800.00
GRAND TOTAL $11,700.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
1912/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
E BAKER STREET - POND VIEW RIDGE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,500.00$2,500.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH5.00$250.00$1,250.00
4SAWING BITUMINOUS PAVEMENTLIN FT290.00$3.75$1,087.50$5,837.50
STREET
5COMMON EXCAVATION (P)CU YD735.00$15.00$11,025.00
6SUBGRADE PREPARATIONROAD STA12.25$105.00$1,286.25
7WATERM GAL4.00$30.00$120.00
8AGGREGATE BASE CLASS 5TON490.00$18.00$8,820.00
9FULL DEPTH RECLAIMATIONSQ YD4,400.00$2.00$8,800.00
10SALVAGE AGGREGATE (LV)CU YD1,000.00$7.75$7,750.00
11WEARING COURSE MIXTURETON430.00$64.00$27,520.00
12NON-WEARING COURSE MIXTURETON675.00$62.00$41,850.00
13BITUMINOUS MATERIAL FOR TACK COATGAL225.00$3.00$675.00
14CHIMNEY SEAL (I & I BARRIER)EACH7.00$250.00$1,750.00
15ADJUST FRAME & RING CASTINGEACH7.00$550.00$3,850.00
16ADJUST VALVE BOXEACH4.00$350.00$1,400.00
17F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00
18F&I STREET NAME SIGN ASSEMBLYEACH1.00$425.00$425.00
19STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$115,851.25
SUBTOTAL - CONSTRUCTION$121,700.00$121,688.75
CONTINGENCY$12,200.00
FEASIBILITY REPORT$2,300.00
DESIGN AND CONSTRUCTION$20,700.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$900.00
LEGAL, FISCAL, AND ADMINISTRATIVE$12,200.00
GRAND TOTAL $170,000.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2012/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
POND VIEW LANE - POND VIEW RIDGE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3SAWING BITUMINOUS PAVEMENTLIN FT125.00$3.75$468.75$3,468.75
STREET
4COMMON EXCAVATION (P)CU YD320.00$15.00$4,800.00
5SUBGRADE PREPARATIONROAD STA5.25$105.00$551.25
6WATERM GAL2.00$30.00$60.00
7AGGREGATE BASE CLASS 5TON215.00$18.00$3,870.00
8FULL DEPTH RECLAIMATIONSQ YD1,910.00$2.00$3,820.00
9SALVAGE AGGREGATE (LV)CU YD430.00$7.75$3,332.50
10WEARING COURSE MIXTURETON190.00$64.00$12,160.00
11NON-WEARING COURSE MIXTURETON300.00$62.00$18,600.00
12BITUMINOUS MATERIAL FOR TACK COATGAL100.00$3.00$300.00
13CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
14ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
15ADJUST VALVE BOXEACH2.00$350.00$700.00
16F&I SIGN PANELS TYPE CSQ FT13.00$40.00$520.00
17F&I STREET NAME SIGN ASSEMBLYEACH2.00$425.00$850.00
18STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$50,663.75
SUBTOTAL - CONSTRUCTION$54,100.00$54,132.50
CONTINGENCY$5,400.00
FEASIBILITY REPORT$1,000.00
DESIGN AND CONSTRUCTION$9,200.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$400.00
LEGAL, FISCAL, AND ADMINISTRATIVE$5,400.00
GRAND TOTAL $75,500.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2112/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
CALLAWAY STREET - POND VIEW RIDGE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3SAWING BITUMINOUS PAVEMENTLIN FT85.00$3.75$318.75$3,318.75
STREET
4COMMON EXCAVATION (P)CU YD100.00$15.00$1,500.00
5SUBGRADE PREPARATIONROAD STA1.50$105.00$157.50
6WATERM GAL1.00$30.00$30.00
7AGGREGATE BASE CLASS 5TON65.00$18.00$1,170.00
8FULL DEPTH RECLAIMATIONSQ YD540.00$2.00$1,080.00
9SALVAGE AGGREGATE (LV)CU YD125.00$7.75$968.75
10WEARING COURSE MIXTURETON70.00$64.00$4,480.00
11NON-WEARING COURSE MIXTURETON70.00$62.00$4,340.00
12BITUMINOUS MATERIAL FOR TACK COATGAL30.00$3.00$90.00
13F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00
14STREET SWEEP (WITH PICKUP BROOM)HOUR1.00$150.00$150.00$14,246.25
SUBTOTAL - CONSTRUCTION$17,600.00$17,565.00
CONTINGENCY$1,800.00
FEASIBILITY REPORT$300.00
DESIGN AND CONSTRUCTION$3,000.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$100.00
LEGAL, FISCAL, AND ADMINISTRATIVE$1,800.00
GRAND TOTAL $24,600.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2212/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
12TH AVENUE SE - POND VIEW RIDGE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH4.00$250.00$1,000.00
4REMOVE CONCRETE WALKSQ YD15.00$5.50$82.50
5REMOVE CONCRETE CURB AND GUTTERLIN FT60.00$3.75$225.00
6SAWING CONCRETE PAVEMENTLIN FT25.00$4.50$112.50
7SAWING BITUMINOUS PAVEMENTLIN FT170.00$3.75$637.50$5,057.50
STREET
8COMMON EXCAVATION (P)CU YD400.00$15.00$6,000.00
9SUBGRADE PREPARATIONROAD STA5.00$105.00$525.00
10WATERM GAL4.00$30.00$120.00
11AGGREGATE BASE CLASS 5TON265.00$18.00$4,770.00
12FULL DEPTH RECLAIMATIONSQ YD2,365.00$2.00$4,730.00
13SALVAGE AGGREGATE (LV)CU YD535.00$7.75$4,146.25
14WEARING COURSE MIXTURETON235.00$64.00$15,040.00
15NON-WEARING COURSE MIXTURETON365.00$62.00$22,630.00
16BITUMINOUS MATERIAL FOR TACK COATGAL120.00$3.00$360.00
176" CONCRETE WALK / SAND BEDDINGSQ FT130.00$12.00$1,560.00
18TRUNCATED DOMESSQ FT20.00$55.00$1,100.00
19CONCRETE CURB & GUTTER, DESIGN B618LIN FT60.00$24.00$1,440.00
20CHIMNEY SEAL (I & I BARRIER)EACH3.00$250.00$750.00
21ADJUST FRAME & RING CASTINGEACH3.00$550.00$1,650.00
22ADJUST VALVE BOXEACH3.00$350.00$1,050.00
23F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00
24F&I STREET NAME SIGN ASSEMBLYEACH1.00$425.00$425.00
25WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT96.00$5.00$480.00
26STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$67,356.25
SUBTOTAL - CONSTRUCTION$72,400.00$72,413.75
CONTINGENCY$7,200.00
FEASIBILITY REPORT$1,400.00
DESIGN AND CONSTRUCTION$12,300.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$500.00
LEGAL, FISCAL, AND ADMINISTRATIVE$7,200.00
GRAND TOTAL $101,000.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2312/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
13TH AVENUE SE - POND VIEW RIDGE
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$2,000.00$2,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH2.00$250.00$500.00
4SAWING BITUMINOUS PAVEMENTLIN FT45.00$3.75$168.75$3,668.75
STREET
5COMMON EXCAVATION (P)CU YD235.00$15.00$3,525.00
6SUBGRADE PREPARATIONROAD STA2.50$105.00$262.50
7WATERM GAL2.00$30.00$60.00
8AGGREGATE BASE CLASS 5TON155.00$18.00$2,790.00
9FULL DEPTH RECLAIMATIONSQ YD1,290.00$2.00$2,580.00
10SALVAGE AGGREGATE (LV)CU YD315.00$7.75$2,441.25
11WEARING COURSE MIXTURETON175.00$64.00$11,200.00
12NON-WEARING COURSE MIXTURETON175.00$62.00$10,850.00
13BITUMINOUS MATERIAL FOR TACK COATGAL75.00$3.00$225.00
14CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
15ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
16ADJUST VALVE BOXEACH1.00$350.00$350.00
17F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00
18F&I STREET NAME SIGN ASSEMBLYEACH1.00$425.00$425.00
19STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$36,088.75
SUBTOTAL - CONSTRUCTION$39,800.00$39,757.50
CONTINGENCY$4,000.00
FEASIBILITY REPORT$800.00
DESIGN AND CONSTRUCTION$6,800.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$300.00
LEGAL, FISCAL, AND ADMINISTRATIVE$4,000.00
GRAND TOTAL $55,700.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2412/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
POND VIEW LANE - POND VIEW RIDGE 3
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,000.00$1,000.00$1,000.00
STREET
2MILL BITUMINOUS SURFACE (0-1")SQ YD865.00$1.50$1,297.50
3WEARING COURSE MIXTURETON180.00$64.00$11,520.00
4BITUMINOUS MATERIAL FOR TACK COATGAL110.00$3.00$330.00
5CHIMNEY SEAL (I & I BARRIER)EACH2.00$250.00$500.00
6ADJUST FRAME & RING CASTINGEACH2.00$550.00$1,100.00
7ADJUST VALVE BOXEACH1.00$350.00$350.00
8F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00
9STREET SWEEP (WITH PICKUP BROOM)HOUR1.00$150.00$150.00$15,527.50
SUBTOTAL - CONSTRUCTION$16,500.00$16,527.50
CONTINGENCY$1,700.00
FEASIBILITY REPORT$300.00
DESIGN AND CONSTRUCTION$2,800.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$100.00
LEGAL, FISCAL, AND ADMINISTRATIVE$1,700.00
GRAND TOTAL $23,100.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2512/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
CEDAR COURT E - POND VIEW RIDGE 3
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$500.00$500.00$500.00
STREET
2MILL BITUMINOUS SURFACE (0-1")SQ YD255.00$1.50$382.50
3WEARING COURSE MIXTURETON90.00$64.00$5,760.00
4BITUMINOUS MATERIAL FOR TACK COATGAL55.00$3.00$165.00
5CONCRETE VALLEY GUTTERSQ YD20.00$80.00$1,600.00
6CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
7ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
8ADJUST VALVE BOXEACH1.00$350.00$350.00
9F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00
10F&I STREET NAME SIGN ASSEMBLYEACH1.00$425.00$425.00
11STREET SWEEP (WITH PICKUP BROOM)HOUR1.00$150.00$150.00$9,912.50
SUBTOTAL - CONSTRUCTION$10,400.00$10,412.50
CONTINGENCY$1,000.00
FEASIBILITY REPORT$200.00
DESIGN AND CONSTRUCTION$1,800.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$100.00
LEGAL, FISCAL, AND ADMINISTRATIVE$1,000.00
GRAND TOTAL $14,500.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2612/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
CALLAWAY STREET - POND VIEW RIDGE 3
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$500.00$500.00$500.00
STREET
2MILL BITUMINOUS SURFACE (0-1")SQ YD510.00$1.50$765.00
3WEARING COURSE MIXTURETON100.00$64.00$6,400.00
4BITUMINOUS MATERIAL FOR TACK COATGAL60.00$3.00$180.00
5CHIMNEY SEAL (I & I BARRIER)EACH2.00$250.00$500.00
6ADJUST FRAME & RING CASTINGEACH2.00$550.00$1,100.00
7ADJUST VALVE BOXEACH1.00$350.00$350.00
8F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00
9STREET SWEEP (WITH PICKUP BROOM)HOUR1.00$150.00$150.00$9,725.00
SUBTOTAL - CONSTRUCTION$10,200.00$10,225.00
CONTINGENCY$1,000.00
FEASIBILITY REPORT$200.00
DESIGN AND CONSTRUCTION$1,700.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$100.00
LEGAL, FISCAL, AND ADMINISTRATIVE$1,000.00
GRAND TOTAL $14,200.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2712/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
12TH AVENUE SE - POND VIEW RIDGE 3
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,000.00$1,000.00$1,000.00
STREET
2MILL BITUMINOUS SURFACE (0-1")SQ YD995.00$1.50$1,492.50
3WEARING COURSE MIXTURETON260.00$64.00$16,640.00
4BITUMINOUS MATERIAL FOR TACK COATGAL155.00$3.00$465.00
5CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
6ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
7ADJUST VALVE BOXEACH4.00$350.00$1,400.00
8F&I STREET NAME SIGN ASSEMBLYEACH2.00$425.00$850.00
9STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$21,947.50
SUBTOTAL - CONSTRUCTION$22,900.00$22,947.50
CONTINGENCY$2,300.00
FEASIBILITY REPORT$400.00
DESIGN AND CONSTRUCTION$3,900.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$200.00
LEGAL, FISCAL, AND ADMINISTRATIVE$2,300.00
GRAND TOTAL $32,000.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2812/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
12TH AVENUE SE - POND VIEW RIDGE 4
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,000.00$1,000.00
2REMOVE CONCRETE WALKSQ YD20.00$5.50$110.00
3REMOVE CONCRETE CURB AND GUTTERLIN FT70.00$3.75$262.50
4SAWING CONCRETE PAVEMENTLIN FT25.00$4.50$112.50$1,485.00
STREET
5MILL BITUMINOUS SURFACE (0-1")SQ YD520.00$1.50$780.00
6WEARING COURSE MIXTURETON120.00$64.00$7,680.00
7BITUMINOUS MATERIAL FOR TACK COATGAL75.00$3.00$225.00
86" CONCRETE WALK / SAND BEDDINGSQ FT165.00$12.00$1,980.00
9TRUNCATED DOMESSQ FT20.00$55.00$1,100.00
10CONCRETE CURB & GUTTER, DESIGN B618LIN FT70.00$24.00$1,680.00
11CHIMNEY SEAL (I & I BARRIER)EACH2.00$250.00$500.00
12ADJUST FRAME & RING CASTINGEACH2.00$550.00$1,100.00
13F&I SIGN PANELS TYPE CSQ FT13.00$40.00$520.00
14STREET SWEEP (WITH PICKUP BROOM)HOUR1.00$150.00$150.00$15,715.00
SUBTOTAL - CONSTRUCTION$17,200.00$17,200.00
CONTINGENCY$1,700.00
FEASIBILITY REPORT$300.00
DESIGN AND CONSTRUCTION$2,900.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$100.00
LEGAL, FISCAL, AND ADMINISTRATIVE$1,700.00
GRAND TOTAL $23,900.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
2912/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
DALE STREET - POND VIEW RIDGE 4
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,000.00$1,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH3.00$250.00$750.00$2,750.00
STREET
4MILL BITUMINOUS SURFACE (0-1")SQ YD1,775.00$1.50$2,662.50
5WEARING COURSE MIXTURETON380.00$64.00$24,320.00
6BITUMINOUS MATERIAL FOR TACK COATGAL230.00$3.00$690.00
7CHIMNEY SEAL (I & I BARRIER)EACH4.00$250.00$1,000.00
8ADJUST FRAME & RING CASTINGEACH4.00$550.00$2,200.00
9ADJUST VALVE BOXEACH3.00$350.00$1,050.00
10F&I SIGN PANELS TYPE CSQ FT13.00$40.00$520.00
11F&I STREET NAME SIGN ASSEMBLYEACH3.00$425.00$1,275.00
12STREET SWEEP (WITH PICKUP BROOM)HOUR2.00$150.00$300.00$34,017.50
SUBTOTAL - CONSTRUCTION$36,800.00$36,767.50
CONTINGENCY$3,700.00
FEASIBILITY REPORT$700.00
DESIGN AND CONSTRUCTION$6,300.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$300.00
LEGAL, FISCAL, AND ADMINISTRATIVE$3,680.00
GRAND TOTAL $51,480.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3012/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
POND VIEW LANE - POND VIEW RIDGE 4
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$500.00$500.00$500.00
STREET
2MILL BITUMINOUS SURFACE (0-1")SQ YD290.00$1.50$435.00
3WEARING COURSE MIXTURETON50.00$64.00$3,200.00
4NON-WEARING COURSE MIXTURETON30.00$62.00$1,860.00
5CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
6ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
7ADJUST VALVE BOXEACH1.00$350.00$350.00
8F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00$6,925.00
SUBTOTAL - CONSTRUCTION$7,400.00$7,425.00
CONTINGENCY$700.00
FEASIBILITY REPORT$100.00
DESIGN AND CONSTRUCTION$1,300.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$100.00
LEGAL, FISCAL, AND ADMINISTRATIVE$700.00
GRAND TOTAL $10,300.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3112/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
CARY COURT - POND VIEW RIDGE 4
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$500.00$500.00$500.00
STREET
2MILL BITUMINOUS SURFACE (0-1")SQ YD1,025.00$1.50$1,537.50
3WEARING COURSE MIXTURETON140.00$64.00$8,960.00
4BITUMINOUS MATERIAL FOR TACK COATGAL85.00$3.00$255.00
5CHIMNEY SEAL (I & I BARRIER)EACH1.00$250.00$250.00
6ADJUST FRAME & RING CASTINGEACH1.00$550.00$550.00
7ADJUST VALVE BOXEACH1.00$350.00$350.00
8F&I SIGN PANELS TYPE CSQ FT7.00$40.00$280.00$12,182.50
SUBTOTAL - CONSTRUCTION$12,700.00$12,682.50
CONTINGENCY$1,300.00
FEASIBILITY REPORT$200.00
DESIGN AND CONSTRUCTION$2,200.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$100.00
LEGAL, FISCAL, AND ADMINISTRATIVE$1,300.00
GRAND TOTAL $17,800.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3212/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
MEMORIAL PARK PAVILION PARKING LOT
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,500.00$1,500.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3REMOVE BITUMINOUS PAVEMENTSQ YD1,085.00$4.50$4,882.50
4REMOVE CONCRETE WALKSQ YD63.00$5.50$346.50
5SAWING CONCRETE PAVEMENTLIN FT24.00$4.50$108.00
6SAWING BITUMINOUS PAVEMENTLIN FT83.00$3.75$311.25$8,148.25
STREET
7COMMON EXCAVATION (P)CU YD225.00$15.00$3,375.00
8WATERM GAL2.00$30.00$60.00
9BITUMINOUS PATCH - PARKING LOTSQ YD1,085.00$30.00$32,550.00
106" CONCRETE WALK / SAND BEDDINGSQ FT560.00$12.00$6,720.00
11CONCRETE VALLEY GUTTERSQ YD28.00$80.00$2,240.00$44,945.00
TURF RESTORATION
12TOPSOIL BORROW (LV)CU YD120.00$25.00$3,000.00
13SEEDINGACRE0.12$3,500.00$420.00
14SEED MIXTURE 25-131POUND30.00$7.50$225.00
15HYDRAULIC MATRIX MULCH TYPE BFMPOUND420.00$1.25$525.00
16COMMERCIAL FERTILIZERPOUND42.00$1.50$63.00$4,233.00
SUBTOTAL - CONSTRUCTION$57,300.00$57,326.25
CONTINGENCY$5,700.00
FEASIBILITY REPORT$1,100.00
DESIGN AND CONSTRUCTION$9,700.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$400.00
LEGAL, FISCAL, AND ADMINISTRATIVE$5,700.00
GRAND TOTAL $79,900.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3312/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
JADE ROAD
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMAT
NO.ITEM DESCRIPTIONMEASUREMENTE QUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$10,000.00$10,000.00
2TRAFFIC CONTROL LUMP SUM1.00$2,500.00$2,500.00
3STABILIZED CONSTRUCTION EXITEACH2.00$800.00$1,600.00
4PAVEMENT MARKING REMOVAL (MESSAGE)SQ FT330.00$3.50$1,155.00
5PAVEMENT MARKING REMOVALLIN FT3,080.00$1.25$3,850.00
6SAWING BITUMINOUS PAVEMENTLIN FT52.00$3.75$195.00$19,300.00
STREET
7WATERM GAL12.00$30.00$360.00
8AGGREGATE BASE CLASS 5TON678.00$18.00$12,204.00
9FULL DEPTH RECLAIMATIONSQ YD12,202.00$2.00$24,404.00
10SALVAGE AGGREGATE (LV)CU YD3,661.00$7.75$28,372.75
11WEARING COURSE MIXTURETON1,186.00$64.00$75,904.00
12NON-WEARING COURSE MIXTURETON1,863.00$62.00$115,506.00
13BITUMINOUS MATERIAL FOR TACK COATGAL611.00$3.00$1,833.00
14F&I SIGN PANELS TYPE CSQ FT37.50$40.00$1,500.00
15PAVEMENT MESSAGE (ARROW) - EPOXY GR INEACH4.00$300.00$1,200.00
16PAVEMENT MESSAGE (STOP) - EPOXY GR IN SQ FT41.00$20.00$820.00
174" DOUBLE LINE YELLOW - EPOXY GR INLIN FT2,240.00$1.50$3,360.00
188" SOLID LINE WHITE - EPOXY GR INLIN FT840.00$1.75$1,470.00
1924" SOLID LINE WHITE - EPOXY GR INLIN FT24.00$16.00$384.00
20WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT96.00$5.00$480.00
21STREET SWEEP (WITH PICKUP BROOM)HOUR4.00$150.00$600.00$268,397.75
TURF RESTORATION
22TOPSOIL BORROW (LV)CU YD615.00$25.00$15,375.00
23SEEDINGACRE0.60$3,500.00$2,100.00
24SEED MIXTURE 25-131POUND135.00$7.50$1,012.50
25HYDRAULIC MATRIX MULCH TYPE BFMPOUND2,100.00$1.25$2,625.00
26COMMERCIAL FERTILIZERPOUND210.00$1.50$315.00$21,427.50
SUBTOTAL - CONSTRUCTION$309,100.00$309,125.25
CONTINGENCY$30,900.00
FEASIBILITY REPORT$5,900.00
DESIGN AND CONSTRUCTION$52,500.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$2,300.00
LEGAL, FISCAL, AND ADMINISTRATIVE$30,900.00
GRAND TOTAL $431,600.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3412/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BLOCK 7
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$5,000.00$5,000.00
2TRAFFIC CONTROL LUMP SUM1.00$2,000.00$2,000.00
3REMOVE BITUMINOUS PAVEMENTSQ YD670.00$4.50$3,015.00
4REMOVE CONCRETE DRIVEWAYSQ YD45.00$6.00$270.00
5REMOVE CONCRETE CURB AND GUTTERLIN FT40.00$3.75$150.00
6SAWING CONCRETE PAVEMENTLIN FT20.00$4.50$90.00
7SAWING BITUMINOUS PAVEMENTLIN FT140.00$3.75$525.00$11,050.00
STREET
8COMMON EXCAVATION (P)CU YD450.00$15.00$6,750.00
9AGGREGATE BASE CLASS 5TON550.00$18.00$9,900.00
10WEARING COURSE MIXTURETON175.00$64.00$11,200.00
11NON-WEARING COURSE MIXTURETON175.00$62.00$10,850.00
12BITUMINOUS MATERIAL FOR TACK COATGAL65.00$3.00$195.00
138" CONCRETE DRIVEWAY PAVEMENTSQ YD45.00$70.00$3,150.00
14CONCRETE CURB & GUTTER, DESIGN B618LIN FT40.00$24.00$960.00
15CHIMNEY SEAL (I & I BARRIER)EACH2.00$250.00$500.00
16ADJUST FRAME & RING CASTINGEACH2.00$550.00$1,100.00
17F&I SIGN PANELS TYPE CSQ FT3.00$40.00$120.00$44,725.00
TURF RESTORATION
18TOPSOIL BORROW (LV)CU YD60.00$25.00$1,500.00
19SEEDINGACRE0.75$3,500.00$2,625.00
20SEED MIXTURE 25-131POUND165.00$7.50$1,237.50
21HYDRAULIC MATRIX MULCH TYPE BFMPOUND2,625.00$1.25$3,281.25
22COMMERCIAL FERTILIZERPOUND262.50$1.50$393.75$9,037.50
SUBTOTAL - CONSTRUCTION$64,800.00$64,812.50
CONTINGENCY$6,500.00
FEASIBILITY REPORT$1,200.00
DESIGN AND CONSTRUCTION$11,000.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$500.00
LEGAL, FISCAL, AND ADMINISTRATIVE$6,500.00
GRAND TOTAL $90,500.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3512/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BLOCK 7 UTILITIES
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,000.00$1,000.00
2INLET PROTECTIONEACH1.00$250.00$250.00$1,250.00
STREET
3BITUMINOUS PATCH - STREETSQ YD65.00$65.00$4,225.00$4,225.00
SANITARY SEWER
4DEWATERINGLUMP SUM1.00$1,000.00$1,000.00
54" PVC SANITARY SEWERLIN FT40.00$38.00$1,520.00
68" PVC SANITARY SEWERLIN FT450.00$45.00$20,250.00
7BYPASS PUMPINGLUMP SUM1.00$750.00$750.00
8CONNECT SANITARY SEWER SERVICEEACH4.00$500.00$2,000.00
98" X 4" PVC WYE & BEND, SDR 26EACH4.00$500.00$2,000.00
10CLEAN & TELEVISE PIPE SEWERLIN FT450.00$2.50$1,125.00$28,645.00
WATER MAIN
11DEWATERINGLUMP SUM1.00$1,000.00$1,000.00
12REMOVE WATER MAINLIN FT335.00$5.00$1,675.00
138" WATER MAIN - DUCT IRON CL 52LIN FT335.00$55.00$18,425.00
148" GATE VALVE AND BOXEACH1.00$2,000.00$2,000.00
15WATER MAIN FITTINGSPOUND150.00$8.00$1,200.00$24,300.00
STORM SEWER
1612" RC PIPE SEWER DESIGN 3006 CL VLIN FT200.00$48.00$9,600.00
17CONST DRAINAGE STRUCTURE DES HEACH1.00$2,900.00$2,900.00
18CONST DRAINAGE STRUCTURE DESIGN 48-4020EACH1.00$3,500.00$3,500.00
19CONNECT TO EXISTING STORM SEWEREACH1.00$850.00$850.00$16,850.00
SUBTOTAL - CONSTRUCTION$75,300.00$75,270.00
CONTINGENCY$7,500.00
FEASIBILITY REPORT$1,400.00
DESIGN AND CONSTRUCTION$12,800.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$600.00
LEGAL, FISCAL, AND ADMINISTRATIVE$7,500.00
GRAND TOTAL $105,100.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3612/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BLOCK 8
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMAT
NO.ITEM DESCRIPTIONMEASUREMENTE QUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$5,000.00$5,000.00
2TRAFFIC CONTROL LUMP SUM1.00$2,000.00$2,000.00
3REMOVE BITUMINOUS PAVEMENTSQ YD1,815.00$4.50$8,167.50
4REMOVE CONCRETE WALKSQ YD5.00$5.50$27.50
5REMOVE CONCRETE DRIVEWAYSQ YD115.00$6.00$690.00
6REMOVE CONCRETE CURB AND GUTTERLIN FT120.00$3.75$450.00
7SAWING CONCRETE PAVEMENTLIN FT70.00$4.50$315.00
8SAWING BITUMINOUS PAVEMENTLIN FT1,250.00$3.75$4,687.50$21,337.50
STREET
9COMMON EXCAVATION (P)CU YD500.00$15.00$7,500.00
10AGGREGATE BASE CLASS 5TON660.00$18.00$11,880.00
11WEARING COURSE MIXTURETON220.00$64.00$14,080.00
12NON-WEARING COURSE MIXTURETON220.00$62.00$13,640.00
13BITUMINOUS MATERIAL FOR TACK COATGAL75.00$3.00$225.00
14BITUMINOUS PATCH - STREETSQ YD115.00$65.00$7,475.00
158" CONCRETE DRIVEWAY PAVEMENTSQ YD115.00$70.00$8,050.00
166" CONCRETE WALK / SAND BEDDINGSQ FT40.00$12.00$480.00
17CONCRETE CURB & GUTTER, DESIGN B618LIN FT120.00$24.00$2,880.00
18CHIMNEY SEAL (I & I BARRIER)EACH4.00$250.00$1,000.00
19ADJUST FRAME & RING CASTINGEACH4.00$550.00$2,200.00
20PAVEMENT MESSAGE (STOP) - EPOXY GR IN SQ FT21.00$20.00$420.00
214" SOLID LINE WHITE - EPOXY GR INLIN FT1,584.00$0.75$1,188.00
2224" SOLID LINE WHITE - EPOXY GR INLIN FT16.00$16.00$256.00$71,274.00
TURF RESTORATION
23TOPSOIL BORROW (LV)CU YD25.00$25.00$625.00
24SEEDINGACRE0.05$3,500.00$175.00
25SEED MIXTURE 25-131POUND15.00$7.50$112.50
26HYDRAULIC MATRIX MULCH TYPE BFMPOUND175.00$1.25$218.75
27COMMERCIAL FERTILIZERPOUND17.50$1.50$26.25$1,157.50
SUBTOTAL - CONSTRUCTION$93,800.00$93,769.00
CONTINGENCY$9,400.00
FEASIBILITY REPORT$1,800.00
DESIGN AND CONSTRUCTION$15,900.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$700.00
LEGAL, FISCAL, AND ADMINISTRATIVE$9,400.00
GRAND TOTAL $131,000.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3712/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BLOCK 8 UTILITIES
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,000.00$1,000.00
2INLET PROTECTIONEACH1.00$250.00$250.00$1,250.00
STREET
3BITUMINOUS PATCH - STREETSQ YD65.00$65.00$4,225.00$4,225.00
SANITARY SEWER
4DEWATERINGLUMP SUM1.00$1,000.00$1,000.00
54" PVC SANITARY SEWERLIN FT10.00$38.00$380.00
68" PVC SANITARY SEWERLIN FT10.00$45.00$450.00
7BYPASS PUMPINGLUMP SUM1.00$750.00$750.00
8CONNECT SANITARY SEWER SERVICEEACH1.00$500.00$500.00
98" X 4" PVC WYE & BEND, SDR 26EACH1.00$500.00$500.00
10CLEAN & TELEVISE PIPE SEWERLIN FT270.00$2.50$675.00$4,255.00
WATER MAIN
11DEWATERINGLUMP SUM1.00$1,000.00$1,000.00
12REMOVE WATER MAINLIN FT425.00$5.00$2,125.00
138" WATER MAIN - DUCT IRON CL 52LIN FT425.00$55.00$23,375.00
148" GATE VALVE AND BOXEACH1.00$2,000.00$2,000.00
15CONNECT TO EXISTING WATER MAINEACH3.00$1,500.00$4,500.00
16WATER MAIN FITTINGSPOUND300.00$8.00$2,400.00$35,400.00
STORM SEWER
1712" RC PIPE SEWER DESIGN 3006 CL VLIN FT75.00$48.00$3,600.00
18CONST DRAINAGE STRUCTURE DESIGN 48-4020EACH2.00$3,500.00$7,000.00
19CONNECT TO EXISTING STORM SEWEREACH1.00$850.00$850.00$11,450.00
SUBTOTAL - CONSTRUCTION$56,600.00$56,580.00
CONTINGENCY$5,700.00
FEASIBILITY REPORT$1,100.00
DESIGN AND CONSTRUCTION$9,600.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$400.00
LEGAL, FISCAL, AND ADMINISTRATIVE$5,700.00
GRAND TOTAL $79,100.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3812/14/2018
2019 BITUMINOUS STREET & CIP IMPROVEMENTS12/12/2018
ST JOSEPH, MN
SEH NO. STJOE 147693
BIRCH STREET W AND 2ND AVENUE NW CROSSWALK
OPINION OF PROBABLE COST
ITEM UNIT OF APPROXIMATE
NO.ITEM DESCRIPTIONMEASUREMENTQUANTITYUNIT PRICECOSTTOTAL
GENERAL
1MOBILIZATIONLUMP SUM1.00$1,000.00$1,000.00
2TRAFFIC CONTROL LUMP SUM1.00$1,000.00$1,000.00
3INLET PROTECTIONEACH4.00$250.00$1,000.00
4REMOVE BITUMINOUS PAVEMENTSQ YD45.00$4.50$202.50
5REMOVE CONCRETE CURB AND GUTTERLIN FT180.00$3.75$675.00
6SALVAGE FENCELIN FT12.00$20.00$240.00
7SAWING CONCRETE PAVEMENTLIN FT16.00$4.50$72.00
8SAWING BITUMINOUS PAVEMENTLIN FT190.00$3.75$712.50$4,902.00
STREET
9BITUMINOUS PATCH - STREETSQ YD45.00$65.00$2,925.00
106" CONCRETE WALK / SAND BEDDINGSQ FT710.00$12.00$8,520.00
11TRUNCATED DOMESSQ FT95.00$55.00$5,225.00
12CONCRETE CURB & GUTTER, DESIGN B618LIN FT180.00$24.00$4,320.00
13ADJUST FRAME & RING CASTINGEACH4.00$550.00$2,200.00
14WHITE CROSSWALK STRIPING - EPOXY GR INSQ FT470.00$5.00$2,350.00$25,540.00
TURF RESTORATION
15TOPSOIL BORROW (LV)CU YD10.00$25.00$250.00
16SEEDINGACRE0.01$3,500.00$35.00
17SEED MIXTURE 25-131POUND5.00$7.50$37.50
18HYDRAULIC MATRIX MULCH TYPE BFMPOUND35.00$1.25$43.75
19COMMERCIAL FERTILIZERPOUND4.00$1.50$6.00$372.25
SUBTOTAL - CONSTRUCTION$30,800.00$30,814.25
CONTINGENCY$3,100.00
FEASIBILITY REPORT$600.00
DESIGN AND CONSTRUCTION$5,200.00
SOIL BORINGS$0.00
MSAS CONSTRUCTION MATERIALS TESTING$200.00
LEGAL, FISCAL, AND ADMINISTRATIVE$3,100.00
GRAND TOTAL $43,000.00
P:\\PT\\S\\STJOE\\147693\\2-proj-mgmt\\25-cost-est\\\[Estimate.xlsm\]MASTER
3912/14/2018
Appendix B
Preliminary Assessment Worksheet
Sustainable buildings, sound infrastructure, safe transportation systems, clean water,
renewable energy and a balanced environment. Building a Better World for All of Us communicates
a companywide commitment to act in the best interests of our clients and the world around us.
We’re confident in our ability to balance these requirements.