HomeMy WebLinkAbout7.b. Receive Feasibility Report for Bloomfield 5th, 8th Addition Street 7 Utility Improvements/Approve Project/Order Plans & Spec's for Bloomfield 5th Addition Street & Utility Improvements, City Project #364A
CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: January 21, 2003
AGENDA ITEM: Receive Feasibility Report for Bloomfield 5"-8"
AGENDA SECTION:
Addition Street & Utility Improvements /Approve Project/Order Plans &
Old Business
Spec's - Bloomfield 5` "Addition Street & Utility Improvements, City
Project 4364
PREPARED BY: Andrew J. Brotzler, P.E., City Engineer
AGETM L ,, I
ATTACHMENTS: Resolution, Feasibility Report
APPROVED rl�
Attached please find a copy of the Feasibility Report for the Bloomfield 5" - 8" Addition Street & Utility
Improvements, City Project 4364. This report addresses the construction of streets and utilities within the
Bloomfield development for the 5`", O 7`" and 8`" Additions, along with the estimated costs and proposed
funding. The feasibility report includes the remaining individual area within the Bloomfield development to
better address the infrastructure needs and impacts on a regional basis within a single development.
At this time, the developer, Centex Homes, has submitted a final plat for approval for the Bloomfield 5"
Addition only. Accordingly, the improvements proposed to be completed in 2003 are for the Bloomfield 5`"
Addition only. As the developer submits plats for future Additions, this report will be referenced when
preparing the plans and specifications for the associated improvement projects.
Staff will provide a brief overview of the feasibility report.
RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE
FEASIBILITY REPORT FOR THE BLOOMFIELD 5" — 8'" ADDITION STREET & UTILITY
IMPROVEMENTS, APPROVING THE PROJECT AND ORDERING PLANS AND SPECIFICATIONS
FOR THE BLOOMFIELD 5" ADDITION STREET & UTILITY IMPROVEMENTS, CITY PROJECT
#364.
COUNCIL ACTION:
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2001 -
A RESOLUTION RECEIVING THE FEASIBILITY REPORT FOR THE
BLOOMFIELD 5 TH - 8th ADDITION STREET & UTILITY IMPROVEMENTS, APPROVING
THE PROJECT AND ORDERING THE PLANS AND SPECIFICATIONS FOR
FOR THE BLOOMFIELD 5 STREET & UTILITY IMPROVEMENTS
CITY PROJECT #364
WHEREAS, pursuant to the resolutions of the Council adopted on December 3, 2002, a report has been
prepared by the City Engineer with reference to the improvement of Bloomfield 5 th — 8 th Addition Street
and Utility Improvements, City Project #364, and
WHEREAS, the report provides information regarding whether the proposed project is necessary, cost -
effective, and feasible.
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF ROSEMOUNT,
MINNESOTA:
The Council approves the project referred to as Bloomfield 5 th Addition Street and Utility
Improvements, City Project #364, within the Feasibility Report.
2. The City Engineer is hereby ordered to prepare plans and specifications for the making of such
improvements.
ADOPTED this 21 day of January 21, 2003.
William H. Droste, Mayor
ATTEST:
Linda Jentink, City Clerk
Motion by: Seconded by:
Voted in favor:
Voted against:
Feasibility Report
'F January 21, 2003
I
Bloomfield 5th - 8th Additions
Street & Utilit y I and
Appurtenant Work
Prepared for:
City Project No. 364
WSB Project No. 2012 -502
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Prepared by:
i W S B
4150 Olson Memorial Highway, Suite 300
Minneapolis, MN 55422 (763) 541 -4800 & Associates, Inc.
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FEASIBILITY REPORT
BLOOMFIELD 5 TH —8 T ' ADDITIONS
STREET AND UTILITY IMPROVEMENTS
AND APPURTENANT WORK
CITY PROJECT NO. 364
FOR THE
CITY OF ROSEMOUNT, MINNESOTA
January 21, 2003
Prepared By:
WSB & Associates, Inc.
4150 Olson Memorial Highway, Suite 300
Minneapolis, MN 55422
(763) 541 -4800
(763) 541 -1700 (Fax)
Feasibility Report
Bloomfield 5 t° — 8` Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50
WSB
Minnesota
55422
763541.4800
763. 541.1700 FAX
January 21, 2003
Honorable Mayor and City Council
City of Rosemount
2875- 145 Street West
Rosemount, MN 55068 -4997
Re: Feasibility Report
Bloomfield 5 th —8 th Additions
Street and Utility Improvements and Appurtenant Work
City Project No. 364
WSB Project No. 2012 -50
Dear Mayor and City Council Members:
Transmitted herewith is a feasibility report which addresses street and utility improvements
for the Bloomfield 5 th —8 th Additions.
We would be happy to discuss this report with you at your convenience. Please don't
hesitate to contact me at (763) 541 -4800 if you have any questions regarding this report.
Sincerely,
WSB & Associates, Inc.
Ac6d-L"
Mark A. Erichson, P.E.
Project Manager
Enclosure
sb
Minneapolis - St. Cloud Equal Opportunity Employer
CERTIFICATION
'
Feasibility Report
'
I hereby certify that this plan, specification or report was prepared by
Utility Improvements and Appurtenant Work
me or under my direct supervision and that I am a duly Licensed
City Project No. 364
Professional Engineer under the laws of the State of Minnesota.
Rosemount, Minnesota
WSB Project No. 2012 -50
'
Mark A. Erichson, P.E.
'
Date: January 21, 2003 Lic. No. 40886
Quality Control Review b
Q Y Y
1�;Vk )y 0 tio�j
Bret A. Weiss, P.E.
Date: January 21, 2003 Lic. No. 20753
'
Feasibility Report
Bloomfield 5` — 8" ` Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
'
Rosemount, Minnesota
WSB Project No. 2012 -50
TABLE OF CONTENTS
TITLE SHEET
'
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ........................................................................ ..............................1
2 . INTRODUCTION ...................................................................................... ..............................2
2.1 Authorization .................................................................................... ..............................2
2.2 Scope ................................................................................................ ..............................2
2.3 Data Available .................................................................................. ..............................2
'
3. GENERAL BACKGROUND .................................................................... ..............................3
3.1 Project Location (See Figures 1 and 2) ............................................ ..............................3
3.2 Existing Conditions .......................................................................... ..............................3
4. PROPOSED IMPROVEMENTS .............................................................. ..............................4
4.1 Street (See Figures 3- 6) .................................................................... ..............................4
4.2 Storm Sewer (See Figures 3 -6) ........................................................ ..............................4
4.3 Watermain (See Figures 3 -6) ........................................................... ..............................5
'
4.4 Sanitary Sewer See Figures 3 -6 .......................... ..............................5
4.5 Sidewalk/Pathway (See Figures 3 -6) ...........................
4.6 Private Utilities /Streetlights ............................................................ ...............................
4.7 Permits /Approvals ............................................................................ ..............................6
4.8 Right- of- Way/Easements ................................................................. ..............................6
5 . FINANCING ............................................................................................... ..............................7
5 .1 Funding .................................................... ...............................
6. PROJECT SCHEDULE ............................................................................. ..............................8
'
7. FEASIBILITY AND RECOMMENDATION ......................................... ..............................9
'
Appendix A
Figures
'
Appendix B
Opinion of Probable Cost
Appendix C
Oversizing Costs
'
Feasibility Report
Bloomfield 5 ' — 8 Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
'
Rosemount, Minnesota
WSB Project No. 2012 -50
17
' 1. EXECUTIVE SUMMARY
This report is written to address issues related to the development of the remaining Bloomfield
' development area known as Bloomfield 5 th —8 1h Additions. A map showing the project location
is shown on Figures 1 and 2.
' The proposed improvements include the construction of city streets that include concrete curb
and gutter, an 8 -foot bituminous pathway, and 5 -foot concrete sidewalk. Utility improvements
include the construction of trunk and lateral watermain, sanitary sewer, storm sewer, and a
sanitary sewer lift station.
The estimated project cost for the street and utility improvements of the Bloomfield 5th Addition
is $1,153,600, and $2,693,800 for Additions 6 th — 81h, which includes a 10% contingency and
30% indirect costs. The project cost of lateral improvements will be financed by the developer,
Centex Homes, with costs associated with over - sizing of trunk facilities financed through the use
' of City Core Funds. The grading of the site will be completed prior to the initiation of street.and
utility improvements.
' The majority of the public improvements for the 5 th Addition, including the first lift of
bituminous pavement and all restoration items will be completed in 2003. At this time, there is
no schedule for completion of the Bloomfield 6 th — 8th Additions.
This project is feasible, necessary, and cost - effective from an engineering standpoint and should
be constructed as proposed herein.
' Feasibility Report
Bloomfield 5 — 8`" Additions Street and
Utility Improvements and Appurtenant Work
' City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50 Page 1
' 2. INTRODUCTION
2.1 Authorization
' On December 3, 2002, the Rosemount City Council authorized the preparation of a Feasibility
Report to address development- related infrastructure costs attributed to the Bloomfield 5` — 8'
Additions Street and Utility Construction project. The 5`k' Addition has been designated as City
Project No. 364.
The Bloomfield developer, Centex Homes, will be funding all costs except the trunk utility over -
sizing costs, which will be financed by the City Core Funds.
2.2 Scope
This report addresses the construction of street and utility improvements necessary for the
' development of the Bloomfield residential development located west of Akron Avenue, north of
CSAH 42, and east of Biscayne Avenue. In order to address the development issues from a
regional standpoint, this report reviews the remaining area to be developed within the Bloomfield
development. This report will provide a basis for the completion of the Bloomfield development
in phases as final plats for each addition are approved by the City Council.
The proposed improvements include construction of streets, lateral and trunk storm sewer,
watermain, sanitary sewer systems, and a sanitary sewer lift station. Site grading will be
completed privately prior to construction of the street and utility improvements.
' 2.3 Data Available
Information and materials used in the preparation of this report include the following:
■ City of Rosemount Record Plans for adjoining properties
• Site Topography by WSB & Associates, Inc., January and February, 2002
• City of Rosemount Stormwater Management Plan
■ City of Rosemount Topography Maps for Adjoining Properties
' ■ City of Rosemount Water Supply and Distribution Plan
■ Preliminary Plat information for Bloomfield prepared by Westwood Professional
Services, Inc.
' ■ Preliminary Grading Plans for Bloomfield prepared by Westwood Professional Services,
Inc.
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Feasibility Report
Bloomfield 5`" — 8`" Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50
Page 2
3. GENERAL BACKGROUND
3.1 Project Location (See Figures 1 and 2)
The project is located within the Bloomfield development, which is bordered by CSAH 42 on the
south, Bloomfield 4th Addition on the west and the Union Pacific Railroad line on the north.
3.2 Existing Conditions
The terrain within the project is generally rolling terrain.
The project area is currently served by the Rosemount East Water System. The water system
adjacent to the property, in Bloomfield 4th Addition, consists of 16 -inch DIP watermain located
along Auburn Avenue with 8 -inch laterals at proposed streets in Bloomfield 5th — 8th Additions.
Sanitary sewer is located within the Bloomfield 4 Addition and connects to an existing 30 -inch
RCP Metropolitan Council Environmental Services (MCES) interceptor that extends east/west
through the project area. Manholes were constructed over the trunk line during the Bloomfield
4th Addition construction for the extension of laterals into the remainder of the Bloomfield
Additions.
There are private utilities located along CSAH 42 in the right -of -way and along the Union
Pacific Railroad line.
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Feasibility Report
Bloomfield 5` — 8` Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50 Page 3
' 4. PROPOSED IMPROVEMENTS
4.1 Street (See Figures 3 -6)
r City streets to be constructed as a part of the Bloomfield 5 th — 8 th Additions include local streets
and the extension of Auburn Avenue, Connemara Trail, 140 Street West, and 142 Street West.
The local streets are proposed to be constructed to a width of 32 feet face -to -face with modified
`S' (surmountable) concrete curb and gutter. Auburn Avenue is proposed to be constructed to a
width of 42 feet face -to -face with B -618 concrete curb and gutter and will include a 5 -foot
concrete sidewalk and an 8 -foot bituminous pathway. The extension of Connemara Trail
through the Bloomfield development will be completed with future phases of the development.
This extension of Connemara Trail will be coordinated with the construction of a proposed
overpass across the Canadian Pacific Rail line. Connemara Trail is proposed to be constructed to
a width of 52 feet face -to -face with B -618 concrete curb and gutter and will include a 5 -foot
concrete sidewalk and an 8 -foot bituminous pathway.
A 5 -foot sidewalk will also be constructed along the following internal streets:
■ Atwater Way
■ 142 Street West
■ Autumnwood Trail
■ 140 Street West
■ Avanti Street.
' f r all streets except for Connemara T
The pavement section o a s p e a rail will be designed to
accommodate a 9 -ton axle load, and will consist of approximately 4 inches of bituminous and 8
inches of Class 5 aggregate base. Connemara Trail will be designed for a 10 -ton axle load, and
will consist of approximately 6 inches of bituminous and 6 inches of Class 5 aggregate base. All
streets will be constructed over a sand base.
' 4.2 Storm Sewer See Figures 3 -6
( g )
The proposed storm sewer improvements include the construction of trunk and lateral storm
sewer to serve the road right -of way, pond outlets, as well as the remainder of the Bloomfield
development. Lateral storm sewers will be constructed in accordance with State Aid standards
only for Connemara Trail and will be designed for a 10 -year rainfall event. The trunk line design
will incorporate the critical 100 -year event discharge rates.
' Stormwater will be routed in a manner consistent with Rosemount's Comprehensive Storm
Water Management Plan (CSMP). The development contains basins #1795 in the northwest
quadrant of the development and #1864 in the southeast quadrant of the development in the
CSMP. The proposed development will route stormwater from basin #1795 to the southeast into
basin #1864 located in the 5 th Addition on the southeast corner of the development as shown in
the City CSMP. Basin #1864 will operate as a regional basin within the City's stormwater
system. In the short term, Basin #1864 will not have an outlet. A monitoring plan has been
Feasibility Report
Bloomfield 5" — 8` Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50 Page 4
' incorporated for this basin and normal water elevations will be maintained as needed by
temporary pumping. The storm sewer system from the development is anticipated to ultimately
flow east to the Mississippi River.
4.3 Watermain (See Figures 3 -6)
' Water service will be extended from the existing Rosemount Water System located within the
Bloomfield 4 th Addition. The proposed improvements include the extension of a 16 -inch trunk
watermain along Auburn Avenue to serve properties within the development and a 16 -inch trunk
watermain through the 7 th Addition to serve properties north of the development. These
proposed improvements are in accordance with the Rosemount Water Supply and Distribution
Plan. Eight -inch watermain will be constructed at each roadway intersection, and as needed for
looping and to allow for water service throughout the proposed Bloomfield development. Fire
hydrants will be installed along City streets in accordance with City Standards.
4.4 Sanitary Sewer (See Figures 3 -6)
Sanitary sewer service for the Bloomfield 5 th - 8th Additions development will be provided by
the Metropolitan Council Environmental Services (MCES) interceptor. A 12 -inch trunk line will
be constructed during the 6t and 7 th Additions to serve the Minea property located north of the
railroad tracks. Eight -inch sanitary sewer stubs will be constructed at roadway intersections and
as needed to allow for sanitary sewer service throughout the proposed Bloomfield development.
A lift station will be needed to serve a portion of the Bloomfield 5 th Addition and will connect to
the sanitary sewer system with a 2 -inch forcemain.
4.5 Sidewalk/Pathway g (See Figures 3 -6)
A 5 -foot wide concrete sidewalk and an 8 -foot wide bituminous pathway are proposed to be
constructed along Connemara Trail and Auburn Avenue. A 5 -foot wide concrete sidewalk will
also be constructed along the following streets:
■ Atwater Way
■ 142 Street West
■ Autumnwood Trail
■ 140 Street West
■ Avanti Street
4.6 Private Utilities /Streetlights
Electrical service to the development area will be provided by Dakota Electric Association,
phone service will be provided by Frontier Communications, and gas service by Aquila.
' Streetlights for the development will be incorporated into the project and paid for by the
developer.
Feasibility Report
Bloomfield 5`" 8 "' Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50 Page 5
4.7 Permits /Approvals
The anticipated permits required and the respective regulatory agencies are listed below:
' ■ Minnesota Department of Health (MDH) ................. .......Watermain
■ Minnesota Pollution Control Agency (MPCA) .....................Sanitary Sewer
■ Metropolitan Council Environmental Services (MCES) .......Sanitary Sewer
The final plat requires app_ roval by the Dakota County Plat Commission and Board of
Commissioners.
4.8 Right- of- Way/Easements
The proposed street right -of -way and all necessary easements across the proposed Bloomfield
development will be dedicated by the developer as part of the final plat.
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Feasibility Report
Bloomfield 5` — 8` Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50 Page 6
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5. FINANCING
Detailed Opinions of Cost can be found in Appendix B of this report. The anticipated costs for
each addition are provided individually. The Opinions of Cost incorporate 2003 construction
costs and include a 10% contingency factor and all related indirect costs. The indirect costs are
estimated at 30% and include legal, engineering, administrative, and financing items. The
summary of the project costs is noted as follows:
Bloomfield Development Total
Bloomfield 5th Addition
1,153,600.00
Bloomfield 6th Addition
$876,000.00
Bloomfield 7th Addition
$740,900.00
Bloomfield 8th Addition
$1
Total
$3,847,400.00
5.1 Funding
The funding for the lateral public improvements will be collected from the developer, Centex
Homes. The Storm Sewer, Watermain, and Sanitary Sewer Core Funds will fund construction
costs associated with the proposed trunk over - sizing.
A breakdown of the funding for the project is as follows:
■ Street and Utility Improvements Centex Homes will up front the cost of all
improvements related to the construction of the Bloomfield developments. The Storm
Sewer Core Fund will fund the costs associated with over - sizing a portion of the storm
sewer, due to additional flows from the Keegan Lake outlet. In addition to this proposed
Storm Sewer Core Funding, a credit to the Storm Trunk Area charges as part of the
subdivision agreement will be calculated for construction of regional ponding by the
developer. Watermain and Sanitary Sewer Core Funds will fund the watermain over-
sizing on Auburn Avenue and Connemara Trail and the sanitary over - sizing to serve the
Minea property.
The proposed funding breakdown is as follows:
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Centex Homes
$1,103,100.00
$862,200.00
$606,500.00
$1,071,700.00
$3,643,500.00
Watermain Core Fund
$4,500.00
$11,800.00
$72,600.00
$5,200.00
$94,100.00
Sanitary Sewer Core Fund
$2,000.00
$61,800.00
$63,800.00
Storm Sewer Core Fund
$46,000.00
$46,000.00
TOTAL
$1,153,600.00
$876,000.00
$740,900.00
$1,076,900.00
$3,847,400.00
Feasibility Report
Bloomfield 5` — 8`" Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50
Page 7
6. PROJECT SCHEDULE
The proposed project schedule is as follows:
Bloomfield 5 th Addition Street and Utilitv Improvements and Appurtenant Work
Order Feasibility Report .................. ............................... .......................December 3, 2002
Receive Feasibility Report/Order Plans and Specifications ...................... January 21, 2003
Approve Plans and Specifications /Order Ad for Bids .... ............................... March 6, 2003
ReceiveBids ..................................................................... ............................... April 1, 2003
Award Contract ................................................................. ............................... April 3, 2003
Begin Construction ............................................................ ............................... May 1, 2003
Substantial Completion .................................................. ............................... August 1, 2003
Final Lift of Bituminous .................................................. ............................... June 15, 2004
The developer, Centex Homes, does not have immediate plans for the construction of the 6th 71h
and 8 th Additions at this time. Any delays associated with developer - related decisions will
require the extension of the above — noted schedule.
Feasibility Report
Bloomfield Y — 8`" Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50
Page 8
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7. FEASIBILITY AND RECOMMENDATION
City Project No. 364 consists of the construction of street, sanitary sewer, watermain, storm
sewer, and appurtenant work as necessary to construct Bloomfield 5 Addition. Bloomfield 6th —
8 Additions will be assigned City project numbers prior to construction. Incorporated into the
lateral utility improvements are trunk storm sewer, sanitary sewer, and watermain improvements
in accordance with the City of Rosemount's Comprehensive Plans.
It is the recommendation of WSB & Associates, Inc. that City Project No. 364, along with
Bloomfield 6 — 8 Additions, is feasible, necessary, and cost - effective from an engineering
standpoint. We recommend construction of the proposed improvements as detailed in this
report.
Feasibility Report
Bloomfield 5` - 8` Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50
Page 9
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Rosemount, Minnesota
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WSB Project No. 02012 -501 Date: Jan 21, 2003
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' Feasibility Report
Bloomfield P — 8"' Additions Street and
Utility Improvements and Appurtenant Work
APPENDIX B
Opinion of Probable Cost
' City Project No. 364
Rosemount, Minnesota
WSB Project No. 2012 -50
Proposal Form
P"' "4.' .+4��'.. . e�
WSB Project: Bloomfield 5th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
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Total
Cost
A. SURFACE IMPROVEMENTS
1
2021.501
A
MOBILIZATION (246 MAX)
LUMPSUM
$16,100.00
1.00
$16,100.00
2
2104.501
A
REMOVE CURB AND GUTTER
LIN FT
$4,00
40.00
$16000
3
2104.513
A
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$2.00
50.00
$100.00
4
2105.501
A
COMMON EXCAVATION
CU YD
$5.00
150.00
$750.00
5
2105.522
A
SELECT GRANULAR BORROW (LV) ,
CU YD
$8.00
150.00
$1,200.00
6
2105.525
A
TOPSOIL BORROW (LV)
CU YD
$8.00
700.00
$5,600.00
7
2112.501
A
SUBGRADE PREPARATION
ROAD STA
$125.00
18.50
$2,312.50
8
2211.501
A
AGGREGATE BASE CLASS 5 (100° CRUSHED)
TON
$9.50
2,500.00
$23,750.00
9
2340.508
A
TYPE LV 3 WEARING COURSE
TON
$33.00
1,125.00
$37,125.00
10
2340.514
A-
PE LV 3 NON WEARING COURSE
TON
$31.00
1,125.00
$34,875.00
11
2357.502
A
UMINOUS MATERIAL FOR TACK COAT
GALLON
$1.75
500.00
$875.00
12
2521.501
A
CONCRETE WALK
[4NON-METALLIC
SQ PT
$3.00
9,500.00
$28,500.00
13
2531.502
A
NCRETE CURB & GUTTER, DESIGN MODIFIED S
LIN FT
$8.00
5,260.00
$42,080.00
14
2545.523
A
CONDUIT
LIN FT
$7.00
180.00
$1,260.00
15
2554.602
A
PERMANENT BARRICADES (TYPE En
EACH
$250.00
2.00
$500.00
16
2563.601
A
IC CONTROL
LUMPSUM
$2,500.00
1.00
$2,500,00
17
2564.531
A
F&I SIGN PANELS TYPE C
SQ FT
$25.00
12.50
$312.50
18
2564.602
A
F &I SIGN PANELS TYPE D
EACH
$235.00
2.00
$470.00
19
2564.603
A
12" STOP LINE WHITE -POLY PREFORMED
LIN FT
$12.50
15.00
$187.50
20
2573.501
A
BALE CHECK
EACH
$6.50
75.00
$487.50
21
2573.502
A
SILT FENCE, TYPE HEAVY DUTY
LIN FT
$3.00
200.00
$600,00
22
2575.501
A ISEEDING
(INCL TOPSOIL, PERT, MULCH, DISC ANCHOR)
ACRE
$1,000.00
2,00
$2,000,00
23
2575.505
A
SODDING TYPE LAWN
SQ YD
$2.50
6,414.00
$16,035.00
24
2$75.511' - _
A
TYPE I MULCH MATERIAL FOR EROSION CONTROL
TON
$100.00
1.00
$100,00
SUBTOTAL
$217,880.00
F easibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, YIN
Proposal Form
77 7 7777 k
WSB Project: Bloomfield 5th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By;
WSB Project No: 2012 -50 Date: 1/13/2003
Li ae
No.
MN/DOT
S ificad No.
Item
Number
Descri tion
Unit
Unit
Price
Estimated
Total
Quanti
Estimated
Total
Cost
B. SANITARY SEWER
25
2451.602
B
GRANULAR FOUNDATION MATERIAL
TON
$3.00
200.00
$600.00
26
2503.602
B
LIFE STATION
EACH
$90,000.00
1.00
$90,000.00
27
2503.602
B
CONNECT TO EXISTING SANITARY SEWER
EACH
$500.00
1.00
$500.00
28
2503.602
B
BUILD MANHOLE OVER EXISTING 30" RC PIPE MAIN (SAN)
EACH
$3,000.00
1.00
$3,000.00
29
2506.511
B
RECONSTRUCT SANITARY MANHOLES
LIN FT
$210.00
2.00
$420.00
30
2621.511
B
4" PVC PIPE SEWER SDR 26
LIN FT
$9.00
2,100.00
$18,900.00
31
2621.511
B
8" PVC PIPE SEWER SDR 35
LIN FT
$18.00
2,500.00
$45,000.00
32
2621.511
B
2" HDPE FORCE MAIN PIPE SEWER
LIN FT
$10.50
185.00
$1,942.50
33
2621.511
B
CONST 48" DIA SAN SEWER MANHOLE
LIN Fr
$140.00
197.00
$27,580.00
34
2621.511
B
CONST 60" DIA SAN SEWER MANHOLE
LIN FT
$200.00
15.50
$3,100.00
35
2621.602
B
CASTING ASSEMBLY
EACH
$300.00
21.00
$6,300.00
36
2621.602
B
8" X 4" PVC WYE
EACH
$60.00
54.00
$3,240.00
37
DIV 2
B
TELEVISING SANITARY SEWER
LIN Fr
$0.75
2,500.00
$1,875.00
SUBTOTAL
$202,457.50
C. WATERMAIN
38
2505.605
C
4" POLYSTYRENE INSULATION
SQ YD
$20.00
100.00
$2,000.00
39
2611.602
C
HYDRANT
EACH
$1,600.00
6.00
$9,600.00
40
2611.602
C
CONNEC TTO EXISTING WATERMAIN (8 ")
EACH
$500.00
2.00
$1,000.00
41
2611.602
C
CONNECT TO EXISTING WATERMAIN (16 ")
EACH
$750.00
1.00
$750.00
42
2611.602
C
6" GATE VALVE AND BOX
EACH
$500.00
6.00
$3,000.00
43
2611.602
C
8" GATE VALVE AND BOX
EACH
$700.00
5.00
$3,500.00
44
2611.602
C
16" GATE VALVE AND BOX
EACH
$3,100.00
1.00
$3,100.00
45
2611.602
C
I" CORPORATION STOP
EACH
$50.00
54.00
$2,700.00
46
2611.602
C
1" CURB STOP & BOX
EACH
$115.00
54.00
$6,210.00
47
2611.602
C
1.5" CORPORATION STOP
EACH
$70.00
1.00
$70.00
48
2611.602
C
1.5" CURB STOP & BOX
EACH
$150.00
1.00
$150.00
49
2611.603
C
1" TYPE K COPPER PIPE
LIN Fr
$11.00
2,520.00
$27,720.00
50
2611.603
C
1.5" TYPE K COPPER PIPE
LIN FT
$14.00
100.00
$1,400.00
51
2611.603
C
6" WATER MAIN -DUCT IRON CL 52
LIN FT
'$18.0W0
85.00
$1,530.00
52
2611.603
C
8" WATER MAIN-DUCT IRON CL 52
LIN FT
$20.00
2,840.00
$56,800.00
53
2611.603
C
16" WATER MAIN-DUCT IRON CL 52
LIN Fr
$30.00
336.00
$10,080.00
54
2611.620
C
DUC 1L.E IRON FITTINGS
POUND
$2.00
3,450.00
$6,900.00
SUBTOTAL
$136,510.00
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
WCR AT-
Proposal Form
}a
WSB Project: Bloomfield 5th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
Line
No.
MN /DOT
S cification No
Item
Number
Description
Unit
Unit
Price
Estimated
Total
Quantity
Estimated
Total
Cost
D. STORM SEWER
Feasibility Report
55
2451.602
D
GRANULAR FOUNDATION MATERIAL
TON
$3.00
100.00
$300.00
56
2501.515
D
18" RC PIPE APRON W/ TRASH GUARD
EACH
$450.00
2.00
$900.00
57
2501.515
D
4" RC PIPE APRON W/ TRASH GUARD
EACH
$600.00
2.00
$1,200.00
58
2501.515
D
36" RC PIPE APRON W/ TRASH GUARD AND SHEET PH.ING
EACH
$3,000.00
2.00
$6,000.00
59
2503.541
D
15" RC PIPE SEWER DESIGN 3006 CL V
LIN FT
$22.00
865.00
$19,030.00
60
2503.541
D
18" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$25.00
560.00
$14,000.00
61
2503.541
D
24" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$29.00
765.00
$22,185.00
62
2503.541
D
4" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$34.00
95.00
$3,230.00
63
2503.541
D
27" RC PIPE SEWER DESIGN 3006 CL M
LIN FT
$37.00
255.00
$9,435.00
64
2503.541
D
30" RC. PIPE SEWER DESIGN 3006 CL III
LIN FT
$43.00
95.00
$4,085.00
65
2503.541
D
30" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$50.00
190.00
$9,500.00
66
2503.541
D
33" RC PIPE SEWER DESIGN 3006 CL M
LIN FT
$52.00
1,055.00
$54,860.00
67
2503.541
D
33" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$60.00
200.00
$12,000.00
68
2503.541
D
36" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$65.00
80.00
$5,200.00
69
2503.602
D
CONNECT TO EXISTING STORM SEWER
EACH
$500.00
1.00
$500.00
70
2506.501
D
CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB)
EACH
$1,200.00
4.00
$4,800.00
71
2506.501
D
CONST DRAINAGE STRUCTURE DES 48 -4020
LIN FT
$150.00
190.00
$28,500.00
72
2506.501
D
CONST DRAINAGE STRUCTURE DES 60 -4020
LIN FT
$250.00
36.00
$9,000.00
73
2506.501
D
CONST DRAINAGE STRUCTURE DES 72 -4020
LIN FT
$300.00
72.00
$21,600.00
74
2506.502
D
CONST DRAINAGE STRUCTURE SKIMMER
EACH
$2,500.00
2.00
$5,000.00
75
2511.501
D
RANDOM RIPRAP CL V
CU YD
$70.00
60.00
$4,200.00
76
2511.515
D
EOTEXTILE FABRIC TYPE V
SQ YD
$3.00
120.00
$360.00
77
2506.516
D
CASTING ASSEMBLY
EACH
$350.00
40.00
$14,000.00
SUBTOTAL
$249,885.00
Project Subtotal:
I
+ 10% Contingenciesi
i
t
Subtotal;
+ 30% Indirect Cost;
Bloomfield 5th Addition Project Total
$806,732.50
$80,673.25
$887,405.75
$266,221.73
$1,153,627.48
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
weu Wnrocn
t
Proposal Form
WSB Project: Bloomfield 6th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
Line
No.
MN/DOT
S ecification No.
- Item
Number
Description
Unit
Unit
Price
Estimated
Total
Quanti
Estimated
Total
Cost
A. SURFACE IMPROVEMENTS
1
2021.501
A
MOBILIZATION (2% MAX)
LUMPSUM
$12,300.00
1.00
$12,300.00
2
2104.501
A
REMOVE CURB AND GUTTER
LIN FT
$4.00
20.00
$80.00
3
2104.513
A
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$2.00
50.00
$100.00
4
2105.501
A
COMMON EXCAVATION
CU YD
$5.00
150.00
$750.00
5
2105.521
A
GRANULAR BORROW (LV)
CU YD
$8.00
150.00
$1,200.00
6
2105.522
A
ELECT GRANULAR BORROW (LV)
CU YD
$4.00
150.00
$600.00
7
2105.525
A
TOPSOIL BORROW (LV)
CU YD
$8.00
700.00
$5,600.00
8
2112.501
A
UBGRADE PREPARATION
ROAD STA
$125.00
29.08
$3,635.00
9
2211.501
A
AGGREGATE BASE CLASS 5 (100% CRUSHED)
TON
$9.50
5,365.00
$50,967.50
10
2340.508
A
PE LV 3 WEARING COURSE
TON
$33.00
1,421.00
$46,893.00
11
2340.514
A
TYPE LV 3 NON WEARING COURSE
TON
$31.00
1,421.00
$44,051.00
12
2357.502
A
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
$1.75
646.00
$1,130.50
13
2521.501
A
4" CONCRETE WALK
SQ FT
$2.00
6,000.00
$12,000.00
14
2521.501
A
6" CONCRETE WALK
SQ FT
$3.00
4,500.00
$13,500.00
15
2521.511
A
8' WIDE BITUMINOUS PATHWAY
SQ YD
$12.50
1,100.00
$13,750.00
16
2531.502
A
ONCRETE CURB & GUTTER, DESIGN B618
LIN FT
$7.50
1,800.00
$13,500.00
17
2531.502
A
CONCRETE CURB & GUTTER, DESIGN MODIFIED S
LIN FT
$8.00
4,131.00
$33,048.00
18
2545.523
A
"NON-METALLIC CONDUIT
LIN FT
$7.00
180.00
$1,260.00
19
2554.602
A
PERMANENT BARRICADES (TYPE III)
EACH
$250.00
4.00
$1
20
2563.601
A
FIC CONTROL
LUMPSUM
$2,500.00
1.00
$2,500.00
21
2564.531
A
F&I SIGN PANELS TYPE C
SQ FT
$25.00
$312.50
22
2564.602
A
&I SIGN PANELS TYPE D
EACH
$235.00
$1,175.00
23
2564.603
A
" SOLID LINE WHITE - EPDXY
LIN FT
$1,10
$990.00
24
2564.603
A
" DOUBLE LINE YELLOW - EPDXY
LIN FT
$1.35
$1,215.00
25
2564.603
A
12" STOP LINE WHITE -POLY PREFORMED
LIN FT
$12.50
$750.00
26
2573.501
A
BALE CHECK
EACH
$6.50
E6,895.00
$195.00
27
2573.502
A
SILT FENCE, TYPE HEAVY DUTY
LIN FT
$3.00
$600.00
28
2575.501
A
SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR)
ACRE
$1,000.00
$100.00
29
2575.505
A
SODDING TYPE LAWN
SQ YD
$2.50
$17,237.50
30
2575.511
A
E I MULCH MATERIAL FOR EROSION CONTROL
TON
$100.00
$5.00
SUBTOTAL
$280,445.00
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
Proposal Form
WSB Project: Bloomfield 6th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
Line
No.
MNIDOT
S cification No.
Item
Number
Descri tion
Unit
Unit Estimated
Total
Price quantity
Estimated
Total
Cost
B. SANITARY SEWER
31
2451.602
B
GRANULAR FOUNDATION MATERIAL
TON
$3.00 200.00
$600.00
32
2503.602
B
CONNECT TO EXISTING MANHOLE (SAN)
EACH
$500.00 1.00
$500.00
33
2503.602
B
BUILD MANHOLE OVER EXISTING 30" RC PIPE MAIN (SAN)
EACH
$3,000.00 1.00
$3,000.00
34
2621.511
B
4" PVC PIPE SEWER SDR 26
LIN FT
$9.00 1,600.00
$14,400.00
35
2621.511
B
8" PVC PIPE SEWER SDR 35
LIN FT
$18.00 1,800.00
F450.00
$32,400.00
36
2621.511
B
12" PVC PIPE SEWER SDR 35
LIN FT
$22.00
$9,900.00
37
2621.511
B
CONST 48" DIA SAN SEWER MANHOLE
LIN PT
$140.00 173.00
$24,220.00
38
2621.511
B
CONST 60" DIA SAN SEWER MANHOLE
LIN FT
$200.00 19.50
$3,900.00
39
2621.602
B
CASTING ASSEMBLY
EACH
$300.00 13.00
$3,900.00
40
2621.602
B
8" X 4" PVC WYE
EACH
$60.00 41.00
$2,460.00
41
DIV 2
B
LEVISING SANITARY SEWER
LIN FT
$0.75 2,092.00
$1,569.00
SUBTOTAL
' $96,849.00
C. WATERMAIN
42
2505.605
C
4" POLYSTYRENE INSULATION
SQ YD
$20.00
100.00
$2,000.00
43
2611.602
C
HYDRANT
EACH
$1,600.00
6.00
$9,600.00
44
2611.602
C
CONNECT TO EXISTING WATERMAIN (8 ")
EACH
$500.00
1.00
$500,00
45
2611.602
C
CONNECT TO EXISTING WATERMAIN (16 ")
EACH
$750.00
1.00
$750.00
46
2611.602
C
6" GATE VALVE AND BOX
EACH
$500.00
6.00
$3,000.00
47
2611.602
C
8" GATE VALVE AND BOX
EACH
$700.00
6.00
$4,200.00
48
2611.602
C
16" GATE VALVE AND BOX
EACH
$3,100.00
2.00
$6,200.00
49
2611.602
C
1 1.5"
V CORPORATION STOP
EACH
$50.00
41.00
$2,050.00
50
2611.602
C
t" CURB STOP & BOX
EACH
$115.00
41.00
$4,715.00
51
2611.602_
C
CORPORATION STOP
EACH
$70.00
1.00
$70.00
52
2611.602
C
1.5" CURB STOP & BOX
EACH
$150.00
1.00
$150.00
53
2611.603
C
1" TYPE K COPPER PIPE
LIN FT
$11.00
2,170.00
$23,870.00
54
2611.603
C
1.5" TYPE K COPPER PIPE
LIN FT
$14.00
100.00
$1,400.00
55
2611.603
C
6" WATER MAIN-DUCT IRON CL 52
LIN Fr
$18.00
60.00
$1,080.00
56
2611.603
C
8" WATER MAIN-DUCT IRON CL 52
LIN FT
$20.00
1,900.00
$38,000.00
57
2611.603
C
16" WATER MAIN -DUCT IRON CL 52
LIN FT
$30.00
900.00
$27,000.00
58
2611.620 1
C
DUCTILE IRON FITTINGS
POUND
$2.00
4,975.00
$9,950.00
SUBTOTAL
$134,535.00
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 3"
Rosemount MN
WRR Prnie t Nn 71)12_Sa
Proposal Form
5,
WSB Project: Bloomfield 6th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
Line
No.
MN/DOT
S ecification No.
-
Number
Descri tiou
Unit
Unit
Price
Estimated
Total
Quanti
Estimated
Total
Cost
D. STORM SEWER
i
59
2451.602
D
GRANULAR FOUNDATION MATERIAL
TON
$3.00
100.00
$3110.00
60
2501.515
D
18" RC PIPE APRON W/ TRASH GUARD
EACH
$450.00
1.00
$450.00
61
2501.515
D
21 " RC PIPE APRON W/ TRASH GUARD
EACH
$550.00
2.00
$1,100.00
62
2503.541
D
15" RC PIPE SEWER DESIGN 3006 CL V
LIN FT
$22.00
940.00
$20,680.00
63
2503.541
D
18" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$25.00
500.00
$12,500.00
64
2504.541
D
21" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$27.00
330.00
$8,910.00
65
2503.541
D
21" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$31.00
200.00
$6,200.00
66
2503.602
D
CONNECT TO EXISTING STORM SEWER
EACH
$500.00
2.00
$1,000.00
67
2506.501
D
CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB)
EACH
$1,200.00
6.00
$7,200.00
68
2506.501
D
CONST DRAINAGE STRUCTURE DES 48 -4020
LIN FT
$150.00
142.50
$21,375.00
69
2505.501
D
CONST DRAINAGE STRUCTURE DES 60 -4020
LIN FT
$250.00
28.50
$7,125.00
70
2506.502
D ICONST
DRAINAGE STRUCTURE SKIMMER
EACH
$2,500.00
1.00
$2,500.00
71
2511.501
D
RANDOM RIPRAP CL V
CU YD
$70.00
40.00
$2,800.00
72
2511.515
D
GEOTEXTILE FABRIC TYPE V
SQ YD
$3.00
80.00
$240.00
73
2506.516
D
CASTING ASSEMBLY
EACH
$350.00
24.00
$8,400.00
SUBTOTAL
$100,780.00
Project Subtotal;
+ 10% Contingencies:
Subtotal;
i
+30 %Indirect Cost:
Bloomfield 6th Addition Project Total'
$612,609.00
$61,260.90
$673,869.90
$202,160.97
$876,030.87
i
'
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, AIN
WQn P -;-e V7 11) 11_cn
1
i
1
i
1
1
1
1
i
Proposal Form
WSB Project: Bloomfield 7th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
Line
No.
MN/DOT
S cification No.
Item
Number
Descri tion
Unit
Unit
Price
Estimated
Total
Quanti
Estimated
Total
Cost
A. SURFACE IMPROVEMENTS
'
1
2021.501
A
MOBILIZATION (2% MAX)
LUMPSUM
$10,400.00
1.00
$10,800.00
2
2104.501
A
REMOVE CURB AND GUTTER
LIN FT
$4.00
20.00
$80.00
3
2104.513
A
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$2.00
50.00
$100.00
4
2105.501
A
COMMON EXCAVATION
CU YD
$5.00
150.00
$750.00
5
2105.521
A
GRANULAR BORROW (LV)
CU YD
$8.00
150.00
$1,200.00
6
2105.522
A
SELECT GRANULAR BORROW (LV)
CU YD
$4.00
150:00
$600.00
7
2105.525
A
TOPSOIL BORROW (LV)
CU YD
$8.00
700.00
$5,600.00
8
2112.501
A
SUBGRADE PREPARATION
ROAD STA
$125.00
20.50
$2,562.50
9
2211.501
A
AGGREGATE BASE CLASS 5 (100% CRUSHED)
TON
$9.50
2,970.00
$28,215.00
10
2340.508
A
TYPE LV 3 WEARING COURSE
TON
$33.00
827.00
$27,291.00
11
2340.514
A
TYPE LV 3 NON WEARING COURSE
TON
$31.00
827.00
$25,637.00
12
2357.502
A
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
$1.75
376.00
$658.00
13
2521.501
A
6" CONCRETE WALK
SQ FT
$3.00
12,000.00
$36,000.00
14
2531.502
A
CONCRETE CURB & GUTTER, DESIGN MODIFIED S
LIN FT
$8.00
4,100.00
$32,800.00
15
2545.523
A
4" NON - METALLIC CONDUIT
I-IN FT
$7.00
180.00
$1,260.00
16
2554.602
A
PERMANENT BARRICADES (TYPE III)
EACH
$250.00
2.00
$500.00
17
2563.601
A
TRAFFIC CONTROL
LUMPSUM
$2,500.00
1.00
$2,500.00
18
2564.531
A
F &I SIGN PANELS TYPE C
SQ FT
$25.00
12.50
$312.50
19
2564.602
A
F &I SIGN PANELS TYPE D
EACH
$235.00
2.00
$470.00
20
2564.603
A
12" STOP LINE WHITE -POLY PREFORMED
LIN FT
$12.50
30.00
$375.00
21
2573.501
A
BALE CHECK
EACH
$6.50
20.00
$130.00
22
2573.502
A
SILT FENCE, TYPE HEAVY DUTY
LIN FT
$3.00
200.00
$600.00
23
2575.501
A
SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR)
ACRE
$1,000.00
0.30
$300.00
24
2575.505 1
A
SODDING TYPE LAWN
SQ YD
$2.50
4,778.00
$11,945.00
25
2575.511
A
TYPE I MULCH MATERIAL. FOR EROSION CONTROL
TON
$100.00
0.15
$15.00
SUBTOTAL
$190,701.00
'
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
WCR P-".,f V/ In 11 -IM
e
r 1
I
4
i
Proposal Form
WSB Project: Bloomfield 7th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
Line
No.
MN/DOT
S cification No.
Item
Number
Description
Unit
Unit
Price
Estimated
Total
Quantity
Estimated
Total
Cost
B. SANITARY SEWER
26
2451.602
B GRANULAR FOUNDATION MATERIAL
TON
$3.00
200.00
$600.00
27
2503.602
B CONNECT TO EXISTING MANHOLE (SAN)
EACH
$500.00
1.00
$500.00
28
2503.603
B 24" STEEL CASING PIPE (JACKED)
LIN FT
$175.00
120.00
$2,400.00
29
2621.511
B " PVC PIPE SEWER SDR 26
LIN FT
$9.00
1,560.00
$14,040.00
30
2621.511
B 8" PVC PEPE SEWER SDR 35
LIN FT
$18.00
1,150.00
$20,700.00
31
2621.511
B 12" PVC PIPE SEWER SDR 35
LIN FT
$22.00
1,310.00
$28,820.00
32
2621.511
B CONST 48" DIA SAN SEWER MANHOLE
LIN FT
$140.00
130.00
$18,200.00
33
2621.602
B CASTING ASSEMBLY
EACH
$300.00
11.00
$3,300.00
34
2621.602
B 8" X 4" PVC WYE
EACH
$60.00
40.00
$2,400.00
35
DIV 2
B TELEVISING SANITARY SEWER
LIN FT
$0.75
2,017.00
$1,512.75
SUBTOTAL
I
$92,472.75
C. WATERMAIN
36
2503.601
C
30" STEEL CASING PIPE (JACKED)
LIN FT
$280.00
120.00
$33,600.00
37
2505.605
C
4" POLYSTYRENE INSULATION
SQ YD
$20.00
100.00
$2,000.00
38
2611.602
C
HYDRANT
EACH
$1,600.00
5.00
$8,000.00
39
2611.602
C
CONNECT TO EXISTING WATERMAIN (8 ")
EACH
$500.00
1.00
$500.00
40
2611.602
C
" GATE VALVE AND BOX
EACH
$500.00
5.00
$2,500.00
41
2611.602
C
8" GATE VALVE AND BOX
EACH
$700.00
2.00
$1,400.00
42
2611.602
C
16" GATE VALVE AND BOX
EACH
$3,100.00
3.00
$9,300.00
43
2611.602
C
1" CORPORATION STOP
EACH
$50.00
40.00
$2,000.00
44'
2611.602
C
1" CURB STOP & BOX
EACH
$115.00
40.00
$4,600.00
45
2611.602
C
1.5" CORPORATION STOP
EACH
$70.00
1.00
$70.00
46
2611.602
C
1.5" CURB STOP & BOX
EACH
$150.00
1.00
$150.00
47
2611.603
C
I" TYPE K COPPER PIPE
LIN FT
$11.00
1,760.00
$19,360.00
48
2611.603
C
1.5" TYPE K COPPER PIPE
LIN FT
$14.00
100.00
$1,400.00
49
2611.603
C
6" WATER MAIN-DUCT IRON CL 52
LIN FT
$18.00
50.00
$900.00
50
2611.603
C
8" WATER MAIN-DUCT IRON CL 52
LIN FT
$20.00
1,075.00
$21,500.00
51
2611.603
C
16" WATER MAIN-DUCT IRON CL 52
LIN FT
$30.00
1,500.00
$45,000.00
52
L
2611.620
C
DUCTILE IRON FITTINGS I
POUND
$2.001
5,850.00
$11,700.00
SUBTOTAL
$163,980.00
Feasibility
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
W.QR Prniort Mn ?nt2_sn
Proposal Form
WSB Project: Bloomfield 7th Addition
Project Location: Rosemount, Minnesota
WSB Project No: 2012 -50
Design By: AAA
Checked By:
Date: 1/13/2003
Line
1
MN/DOT
S ification No.
-
Number
Descri tion
Unit
Unit
Price
Estimated
Total
Quantity
Estimated
Total
Cost
D. STORM SEWER
Feasibility Report
Bloomfield 5th - 8th Additions Street and
53
2451.602
D
GRANULAR FOUNDATION MATERIAL
TON
$3.00
100.00
$300.00
54
2501.515
D
18" RC PIPE APRON W/ TRASH GUARD
EACH
$450.00
1.00
$450.00
55
2501.515
D
24" RC PIPE APRON W/ TRASH GUARD
EACH
$600.00
1.00
$600.00
56
2503.541
D
15" RC PIPE SEWER DESIGN 3006 CL V
LIN FT
$22.00
950.00
$20,900.00
57
2503.541
D
18" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$25.00
260.00
$6,500.00
58
2504.541
D
21" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$27.00
200.00
$5,400.00
59
2505.541
D
21" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$31.00
60.00
$1,860.00
60
2503.541
D
24" RC PIPE SEWER DESIGN 3006 CL III
LIN Fr
$29.00
200.00
$5,800,00
61
2503.602
D
CONNECT TO EXISTING STORM SEWER
EACH
$500.00
1.00
$500.00
62
2506.501
D
CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB)
EACH
$1,200.00
3.00
$3,600.00
63
2506.501
D
CONST DRAINAGE STRUCTURE DES 48 -4020
LIN FT
$150.00
85.50
$12,825.00
64
2506.501
D
CONST DRAINAGE STRUCTURE DES 60 -4020
LIN FT
$250.00
17.00
$4,250.00
65
2511.501
D
RANDOM RIPRAP CL V
CU YD
$70.00
40.00
$2,800.00
66
2511.515
D
GEOTEXTILE FABRIC TYPE V
SQ YD
$3.00
80.00
$240.00
67
2506.516
D
CASTING ASSEMBLY
EACH
$350.00
14.00
$4,900.00
SUBTOTAL
$70,925.00
Project Subtotal
+ 10% Contingencies;
Subtotal,
+ 30% Indirect Costi
Bloomfield 7th Addition Project Totals
$518,078.75
$51,807.88
$569,886.63
$170,965.99
$740,852.61
i
1
1
1
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
F
I
Proposal Form
,� �.
WSB Project: Bloomfield 8th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
Line
No.
I MN /DOT
S cification No.
Item
Number
Description
Unit
Unit
Price
Estimated
Total
Quanti
Estimated
Total
Cost
A. SURFACE IMPROVEMENTS
1
2021.501
A
MOBILIZATION (2% MAX)
LUMPSUM
$15,100.00
1.00
$15,100.00
2
2104.501
A
REMOVE CURB AND GUTTER
LIN FT
$4.00
40.00
$160.00
3
2104.513
A
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$2.00
100.00
$200.00
4
2105.501
A
COMMON EXCAVATION
CU YD
$5.00
150.00
$750.00
5
2105.521
A
GRANULAR BORROW (LV)
CU YD
$8.00
150.00
$1,200.00
6
2105.522
A
SELECT GRANULAR BORROW (LV)
CU YD
$4.00
150.00
$600.00
7
2105.525
A
TOPSOIL BORROW (LV)
CU YD
$8.00
700.00
$5,600.00
8
2112.501
A
SUBGRADE PREPARATION
ROAD SPA
$125.00
34.00
$4,250.00
9
2211.501
A
AGGREGATE BASE CLASS 5 (100% CRUSHED)
TON
$9.50
5,550.00
$52,725.00
10
2340.508
A
TYPE LV 3 WEARING COURSE
TON
$33.00
1,770.00
$58,410.00
11
2340.514
A
TYPE LV 3 NON WEARING COURSE
TON
$31.00
2,630.00
$81,530.00
12
2357.502
A
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
$1.75
810.00
$1,417.50
13
2521.501
A
4" CONCRETE WALK
SQ FT
$2.00
6,000.00
$12,000.00
14
2521.501
A
6" CONCRETE WALK
SQ FT
$3.00
7,250.00
$21,750.00
15
2521.511
A
8' WIDE BITUMINOUS PATHWAY
SQ YD
$12.50
1,200.00
$15,000.00
16
2531.502
A
CONCRETE CURB & GUTTER, DESIGN 8618
LIN FT
$7.50
2,650.00
$19,875.00
17
2531.502
A
CONCRETE CURB & GUTTER, DESIGN MODIFIED S
LIN Ft
$SAO
4,300.00
$34,400.00
18
2545.523
A
NON- METALLIC CONDUIT
LIN FT
$7.00
360.00
$2,520.00
19
2554.602
A
PERMANENT BARRICADES (TYPE III)
EACH
$250.00
2.00
$500.00
20
2563.601
A
TRAFFIC CONTROL
LUMPSUM
$2,500.00
1.00
$2,500.00
21
2564.531
A
&I SIGN PANELS TYPE C
SQ FT
$25.00
25.00
$625.00
22
2564.602
A
F&I SIGN PANELS TYPE D
EACH
$235.00
5.00
$1,175.00
23 12564.603
A
" SOLID LINE WHITE - EPDXY
LIN FT
$1.101
1,300.00
$1,430.00
24
2564.603
A
"DOUBLE LINE YELLOW - EPDXY
LIN FP
$1.35
2,600.00
$3,510.00
25
2564.603
A
12" STOP LINE WHITE -POLY PREFORMED
LIN FT
$12.50
75.00
$937.50
26
2573.501
A
BALE CHECK
EACH
$6.50
10.00
$65.00
27
2573.502
A
SILT FENCE, TYPE HEAVY DUTY
LIN FT
$3.00
200.00
$600.00
28
2575.501
A
SEEDING (INCL TOPSOIL., FERT, MULCH, DISC ANCHOR)
ACRE
$1,000.00
0.20
$200.00
29
2575.505
A
SODDING TYPE LAWN
SQ YD
$2.50
9000
$22,500.00
30
2575.511 1
A
TYPE l MULCH MATERIAL FOR EROSION CONTROL
TON
$100.001
0.101
$10.00
SUBTOTAL I
I
$361 ,540.00
Feasibl' Re port
ort P
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
WQR P -,.,# Al. 1nr1_cn
Proposal Form
77777 r
WSB Project: Bloomfield 8th Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 2012 -50 Date: 1/13/2003
Line
No
MN/DOT
Specification No.
Item
I Number
Description
Unit
Unit
Price
Estimated
Total
Quantity
Estimated
Total
Cost
B. SANITARY SEWER
'
31
2451.602
B RANULAR FOUNDATION MATERIAL
TON
$3.00
200.00
$600.00
32
2503.602
B CONNECT TO EXISTING MANHOLE (SAN)
EACH
$500.00
1.00
$500.00
33
2621:511
B 4" PVC PIPE SEWER SDR 26
LIN FT
$9.00
1,287.00
$11,583.00
34
2621.511
B 8" PVC PIPE SEWER SDR 35
LIN IT
$18.00
2,100.00
$37,800.00
35
2621.511
B CONST 48" DIA SAN SEWER MANHOLE
LIN FT
$140.00
252.20
$35,308.00
36
2621.602
B CASTIN G ASSEMBLY
EACH
$300.00
16.00
$4,800.00
37
2621.602
B 8" X 4" PVC WYE
EACH
$60.00
33.00
$1,980.00
38
DIV 2
B TELEVISING SANITARY SEWER
LIN FT
$0.75
2,100.00
$1,575.00
SUBTOTAL
$94,146.00
C. WATERMAIN
39
2505.605
C
4" POLYSTYRENE INSULATION
SQ YD
$20.00
100.00
$2,000.00
40
2611.602
C
HYDRANT
EACH
$1,600.00
10.00
$16,000.00
41
2611.602
C
ONNECT TO EXISTING WATERMAIN (16 ")
EACH
$750.00
2.00
$1,500.00
42
2611.602
C
6" GATE VALVE AND BOX
EACH
$500.00
10.00
$5,000.00
43
2611.602
C
8" GATE VALVE AND BOX
EACH
$700.00
4.00
$2,800.00
44
2611.602
C
I" CORPORATION STOP
EACH
$50.00
33.00
$1,650.00
45
2611.602
C
1 "CURB STOP & BOX
EACH
$115.00
33.00
$3,795.00
46
2611.602
C
1.5" CORPORATION STOP
EACH
$70.00
1.00
$70.00
47
2611.602
C
1.5" CURB STOP & BOX
EACH
$150.00
1.00
$150.00
48
2611.603
C
1" TYPE K COPPER PIPE
LIN FT
$11.00
1,564.00
$17,204.00
49
2611.603
C
1.5" TYPE K COPPER PIPE
LIN FT
$14.00
100.00
$1,400.00
50
2611.603
C
6" WATER MAIN -DUCT IRON CL 52
LIN FT
$18.00
100.00
$1,800.00
51
2611.603
C
8" WATER MAIN-DUCT IRON CL 52
LIN FT
$20.00
2,150.00
$43,000.00
52
2611.603
C
16" WATER MAIN -DUCT IRON CL 53
LIN FT
$30.00
400.00
$12,000.00
53
2611.620
C
DUCTILE IRON FITTINGS
POUND
$2.00
3,500.00
$7,000.00
SUBTOTAL
$115,369.00
'
Feasibli Report
eport
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
Proposal Form
WSB Project:
Project Location:
WSB Project No:
Bloomfield 8th Addition
Rosemount, Minnesota
2012 -50
1
Design By.
Checked By:
Date:
AAA
1/13/2003
Line
No.
I MN/DOT
See cification No.
Item
Number
Description
Unit
Unit
Price
Estimated
Total
Quantity
Estimated
Total
Cost
D. STORM SEWER
54
2451.602
D
GRANULAR FOUNDATION MATERIAL
TON
$3.00
100.00
$300.00
55
2501.515
D
15" RC PIPE APRON W/ TRSH GUARD
EACH
$400.00
1.00
$400.00
56
2501.515
D
36" RC PIPE APRON W/ TRASH GUARD AND SHEET PILING
EACH
$3,000.00
1.00
$3,000.00
57
2503.541
D
15" RC PIPE SEWER DESIGN 3006 CL V
LIN FT
$22.00
2,420.00
$53,240.00
58
2503.541
D
18" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$25.00
60.00
$1,500.00
59
2504.541
D
21" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$27.00
200.00
$5,400.00
60
2505.541
D
21" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$31.00
130.00
$4,030.00
61
2503.541
D
24" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$34.00
360.00
$12,240.00
62
2503.541
D
30" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$43.00
170.00
$7,310.00
63
2503.541
D
30" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$50.00
130.00
$6,500.00
64
2503.541
D
36" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$65.00
70.00
$4,550.00
65
2506.501
D
CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB)
EACH
$1,200.00
16.00
$19,200.00
66
2506.501
D
CONST DRAINAGE STRUCTURE DES 48 -4020
LIN FT
$150.00
190.00
$28,500.00
67
2506.501
D
CONST DRAINAGE STRUCTURE DES 60 -4020
LIN FT
$250.00
49.50
$12,375.00
68
2506.501
D
CONST DRAINAGE STRUCTURE DES 72 -4020
LIN FT
$300.00
20.50
$6,150.00
69
2511.501
D
RANDOM RIPRAP CL V
CU YD
$70.00
30.00
$2,100.00
70
2511.515
D
GEOTEXTILE FABRIC TYPE V
SQ YD 1
$3.00
60.00
$180.00
71
2506.516
D 11CASTING
ASSEMBLY
EACH
$350.00
43.00
$15,050.00
SUBTOTAL 1
$182,025.00
Project Subtotal:
+ 10% Contingencies:
i
Subtotal:
i
+ 30% Indirect Cost;
Bloomfield 8th Addition Project Total'
$753;080.00
$75,308.00
$828,388.00
$248,516.40
$1,076,904.40
1
Feasiblity Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
1
City Project No. 364
Rosemount, MN
Watermain Over - sizing Cost
Bloomfield 5th Addition Street and Utility Improvements and
Appurtenant Work
City of Rosemount
'
Feasibility Report
Bloomfield 5th - 8th Additions Street and
City Project No. 364
Utility Improvements and Appurtenant Work
'
City Project No. 364
Rosemount, MN
Item
Description
Unit
Quantity
Trunk Unit
Lateral Unit
Difference
Total Cost
Cost
Cost
1
16" Gate Valve & Box - 12" Gate Valve & Box
Each
1
$3,100.00
$1,300.00
$1,800.00
$1,800.00
2
16" Watermain - 12" Watermain
Lin Ft
336
$30.00
$24.00
$6.00
$2,016.00
Item
Description
Unit
Trunk
Lateral
Difference
Unit Cost
Total Cost
Quantity
Quantity
3
Ductile Iron Fittings
Pound
345
220
125
$2.00
$250.00
Subtotal
$4,066.00
+ 10% Contingencies
$406.60
Watermain Over - sizing Cost
$4,472.60
nr�m�_srncr�anrna._�rr stn1W�t4.n
'
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
'
City Project No. 364
Rosemount, MN
WRR Prnio i Nn. 2012 -50
nr�m�_srncr�anrna._�rr stn1W�t4.n
Storm Sewer Over - sizing Cost
Bloomfield 5th Addition
City of Rosemount
City Project No. 364
Item
Description
Unit
Quantity
Trunk Unit
Lateral Unit
Difference
Total Cost
Cost
Cost
1
30" RC Pipe, Cl III - 21" RC Pipe, Cl III
Lin Ft
95
$55.00
$28.00
$27.00
$2,565.00
2
33" RC Pipe, Cl III - 24" RC Pipe, Cl III
Lin Ft
705
$65.00
$29.50
$35.50
$25,027.50
3
33" RC Pipe, Cl III - 27" RC Pipe, Cl III
Lin Ft
150
$65.00
$33.00
$32.00
$4,800.00
4
33" RC Pipe, CI N - 27" RC Pipe, Cl IV
Lin Ft
200
$75.00
$37.00
$38.00
$7,600.00
5 1
36" RC Pipe, Cl III - 33" RC Pipe, C1 III
Lin Ft
50
$95.00
$65.00 1
$30.00
$1,500.00
Subtotal
$41,492.50
+ 10% Contingencies
$4,564.18
Strom Sewer Over - sizing Cost
$46,056.68
1
Feasibility Report
eP ort
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
WSR Proiect.No. 2012 -50 M: 12012- 501Excc4Pinpcua1 of Estimated Cost 5- 8lstormsize
Watermain Over - sizing Cost
Bloomfield 6th Addition Street and Utility Improvements and
Appurtenant
Work
City of Rosemount
'
Feasibility Report
City Project No. 364
'
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
WSB Proiect No. 2012 -501
Item
Description
Unit
Quantity
Trunk Unit
Lateral Unit
Difference
Total Cost
Cost
Cost
1
16" Gate Valve & Box - 12" Gate Valve & Box
Each
2
$3,100.00
$1,300.00
$1,800.00
$3,600.00
2
16" Watermain - 12" Watermain
Lin Ft
900
$30.00
$24.00
$6.00
$5,400.00
Item
Description
Unit
Trunk
Quantity
Lateral
Quantity
Difference
Unit Cost
Total Cost
3
Ductile Iron Fittings
Pound
2,330
1,485
845
$2.00
$1,690.00
Subtotal
$10,690.00
+ 10% Contingencies
$1,069.00
Watermain Over - sizing Cost
$11,759.00
Mr1201 ?- .SnlFrcal�nvw� -cinnn f.�hlwn�
'
Feasibility Report
Bloomfield 5th - 8th Additions Street and
'
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
WSB Proiect No. 2012 -501
Mr1201 ?- .SnlFrcal�nvw� -cinnn f.�hlwn�
Sanitary Over - sizing Cost
Bloomfield 6th Addition Street and Utility Improvements and Appurtenant Work
City of Rosemount
City Project No. 364
Item
Description
Unit
Quantity
Trunk Unit
Lateral Unit
Difference
Total Cost
Cost
Cost
1
12" PVC Pipe Sewer SDR 35 - 8" PVC Pipe S ewer SDR 35
Lin Ft
450
$22.00
$18.00
$4.00
$1,800.00
Subtotal
$1,800.00
+ 10% Contingencies
$180.00
Sanitary Sewer Over - sizing Cost
$1,980.00
' Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
' City Project No. 364
Rosemount, MN
WSB Proiect No. 2012 -50 M:12012- 501&cellOver- sizino 61hlSanitarvOver
Watermain Over - sizing Cost
Bloomfield 7th Addition Street and Utility Improvements and Appurtenant Work
City of Rosemount
City Project No. 364
Item
Description
Unit
Quantity
Trunk Unit
Cost
Lateral Unit
Cost
Difference
Total Cost
1
16" Gate Valve & Box - 12" Gate Valve & Box
Each
3
$3,100.00
$1,300.00
$1,800.00
$5,400.00
2
16" Watermain - 12" Watermain
Lin Ft
1,000
$30.00
$24.00
$6.00
$6,000.00
Item
Description
Unit
Trunk
Quantity
Lateral
Quantity
Difference
Unit Cost
Total Cost
3
Ductile Iron Fittings
Pound
1 3,965
3,200
765
$2.00
$1,530.00
Subtotal for Over - sizing $12,930.00
Item
Description
Unit
Trunk
Quantity
Lateral
Quantity
Difference
Unit Cost
Total Cost
1
16" Watermain
Lin Ft
480
$0.00
480
$30.00
$14,400.00
2
Ductile Iron Fittings
Pound
1000
$0.00
1000
$2.00
$2,000.00
3
16" Gate Valve & Box
Each
1
$0.00
1
$3,100.00
$3,100.00
4
30" Steel Casing Pipe (Jacked)
Lin Ft
120
$0.00
120
$280.00
$33,600.00
Trunk Watermain Subtotal $53,100.00
+ 10% Contingencies $6,603.00
Watermain Over - sizing Cost $72,633.00
M. 12012- 501ExceAOver Sizing 7.sMWaterOver
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
Rosemount, MN
WSB Project -No. 2612 -50
M. 12012- 501ExceAOver Sizing 7.sMWaterOver
Sanitary Over - sizing Cost and Trunk Fees
Bloomfield 7th Addition Street and Utility Improvements and Appurtenant Work
City of Rosemount
City Project No. 364
Item Description
Unit
Quantity
Trunk Unit Cost
Lateral Unit
Cost
Difference
Total Cost
I 12" PVC Pipe Sewer SDR 35 - 8" PVC Pipe Sewer SDR 35
Lin Ft
200
$22.00
$18.00
$4.00
$800.00
Sanitary Sewer Over - sizing Subtotal
$800.00
Item
Description
Unit
Quantity
Trunk Unit Cost
Lateral Unit
Cost
Difference
Total Cost
2
12" PVC Pipe Sewer SDR 35
Lin Ft
1,200
$22.00
$0.00
$22.00
$26,400.00
3
Casting Assembly
Each
3
$300.00
$0.00
$225.00
$675.00
4
24" Steel Casing Pipe (Jacked)
Lin Ft
70
$175.00
$0.00
$175.00
$12,250.00
5
Const 48" Dia. Sanitary Sewer Manhole
Lin Ft
115
$140.00
$0.00
$140.00
$16,100.00
Trunk Sanitary Sewer Subtotal
+ 10% Contingencies
$55,425.00
$5,62250
Sanitary Sewer Over - sizing Cost and Trunk Fees
$61,847.50
MA2 012- 50�ExceAOver- sizing MlSandaryOver
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
City Project No. 364
'
Rosemount, MN
WSB Project No.2011 -.501
MA2 012- 50�ExceAOver- sizing MlSandaryOver
Watermain Over - sizing Cost
Bloomfield 8th Addition Street and Utility Improvements and
Appurtenant
Work
City of Rosemount
'
City Project No. 364
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
Item
Description
Unit
Quantity
Trunk Unit
Lateral Unit
Difference
Total Cost
Cost
Cost
1
16" Gate Valve & Box - 12" Gate Valve & Box
Each
1
$3,100.00
$1,300.00
$1,800.00
$1,800.00
2
16" Watermain - 12" Watermain
Lin Ft
400
$30.00
$24.00
$6.00
$2,400.00
Item
Description
Unit
Trunk
Quantity
Lateral
Quantity
Difference
Unit Cost
Total Cost
3
Ductile Iron Fittings
Pound
800
550
250
$2.00
$500.00
Subtotal
$4,700.00
+ 10% Contingencies
$470.00
Watermain Over - sizing Cost
$5,170.00
M:12012- 501Excell0ver -siting athwaterover
'
Feasibility Report
Bloomfield 5th - 8th Additions Street and
Utility Improvements and Appurtenant Work
'
City Project No. 364
Rosemount, LVIN
WSB Project No. 2012 -50
M:12012- 501Excell0ver -siting athwaterover