HomeMy WebLinkAbout15.C.7. Consider Approval of Agreement for 17th Ave with the Developer of Countryside, I.S.D. #720 and Scott Co.
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CITY OF SHAKOPEE
Memorandum
TO: Mayor & City Council
Mark McNeill, City Administrator
FROM: Bruce Loney, Public Works Director
SUBJECT: Consider Approval of Agreement for
17th A venue, from CSAH 15 to C.R. 79 and
c.R. 77 and C.R. 79, from T.H. 169 to 2000 Feet
South of 1 ih A venue with the Developer of Countryside,
LS.D. District #720 and Scott County
DATE: April 19, 2005
INTRODUCTION:
Attached to this memorandum are agreements between the City of Shakopee and
Tollefson Development, Inc.; between the City of Shakopee and Scott County; and
between the City of Shakopee and Independent School District (LS.D.) #720 for cost
sharing of roadway improvements to 1 ih A venue, from CSAH 15 to C.R. 79; and c.R.
77 and C.R. 79, from T.H. 169 to 2000 feet south of 17th Avenue. Also attached is an
extension agreement with WSB & Associates, Inc. to provide surveying services,
construction engineering and record drawings for these three roadways.
BACKGROUND:
On August 17,2004, City Council authorized a reimbursement agreement with Tollefson
Development, Inc. for the design of 1 ih A venue, from CSAH 15 to C.R. 79. On
December 21, 2004, City Council did review the preliminary cost sharing of roadway
improvements between the City of Shakopee, Tollefson Development, Inc., Scott County
and LS.D. #720. From this meeting City Council directed staff to proceed with
finalization of plans and cost sharing agreements. On January 18, 2005, City Council
approved another reimbursement agreement with Tollefson Development, Inc. and the
City for the final design of C.R. 77 and C.R. 79, from T.H. 169 to 2000 feet south of 17th
A venue. The City of Shakopee also entered into an extension agreement with WSB &
Associates, Inc. for the design of 1 ih Avenue, C.R. 77 and C.R. 79. Attached to this
memorandum are agreements between Tollefson Development, Inc. and the City of
Shakopee; between the City of Shakopee and Scott County; and the City of Shakopee and
LS.D. #720.
The agreements for the cost sharing of these roadway improvements have been prepared
as follows:
. Agreement between Tollefson Development, Inc. and the City of Shakopee is for
the total improvements of the roadway costs for 1 ih Avenue, C.R. 77 and C.R.
79. The City's share in this agreement also includes Scott County and I.S.D.
#720.
. The agreement between the City of Shakopee, Scott County and I.S.D. #720 are
for reimbursement b~ the County and School District to the City for their share of
roadway costs of 1 i Avenue, C.R. 77 and C.R. 79.
. The reimbursement agreement between the City and Scott County and I.S.D. #720
has been prepared for the County and School District to reimburse the City within
a certain time frame, and for the City to reimburse Tollefson Development, Inc. in
a certain time frame.
. The County agreement also includes a provision for the city and county to enter
into a formal written agreement for the turnback of 17th A venue to the county
from the city and for the tumback of CR 77 to the city from the county before
final payment is made by the county.
. Tollefson Development and I.S.D. #720 will also pay an 8Y2% engineering fee on
their share of public improvements.
. Tollefson Development will also pay the City's consultant for surveying,
construction engineering and record drawings.
The agreements have been discussed with the School District Superintendent and with
County staffbut have not yet been approved by their respective Boards. Tollefson
Development has reviewed and approved the agreement.
Attached to the agreements will be the cost estimates for 17th Avenue, c.R. 77 and C.R.
79 with cost splits of the improvements to the various parties involved. A cost split
summary ofthese three roadway improvements would be as follows:
17th Avenue C.R. 77 C.R.79 TOTAL
Tollefson Dev. $1,472,226.91 $315,154.38 $201,295.47 $1,988,676.76
City of Shakopee $ 204,870.45 $ 66,256.70 $174,012.12 $ 445,139.27
Scott County $ 575,202.10 $ -0- $499,892.33 $1,075,094.43
I.S.D. #720 $ -0- $140,385.25 $226,063.29 $ 366,448.54
In review of the City's costs, they can be summarized further as follows:
Base Trunk
CIF Storm Draina2e Storm Draina2e
17th Avenue $204,870.45 -0- -0-
C.R. 77 $ 66,256.70 -0- -0-
C.R. 79 $ 40,273.00 $77,618.87 $56,120.25
In the 2005 Budget, the CIP have the following funding projected and included in the
CIP:
CIF Storm Draina2e
17th Avenue $400,000.00 -0-
C.R. 77 $300,000.00 -0-
C.R. 79 -0- $250.000.00
Total $700,000.00 $250,000.00
Much of the trunk storm drainage improvements will be through the School District's site
and Countryside Development. Both developments will be paying a trunk storm water
charge and receive credits of truck facilities installed on their sites. These credits and
charges will be calculated in a future developer's agreement with each party.
The main costs for the City improvements on these roadways is for street widening to
City collector street status, bituminous trails along C.R. 77 and 1 ih Avenue, street
lighting on 17th Avenue, C.R. 77 and C.R. 79 storm sewer improvements on C.R. 79 as
well as trunk storm sewer. The City of Shako pee is. sharing in the street lighting with the
developer of Countryside and I.S.D. #720 at a 50% split. The City is also designing
street lighting to meet City standards on collector streets, even though 17th A venue will
ultimately be a County road and also on C.R. 79. The street lighting on 1 ih A venue will
match street lighting on 1 ih A venue to the east and additional street lighting was needed
to properly light C.R. 79 for safety reasons, and to light up the intersection of the School
District's entrance. It is the County's policy that any street lighting on County roads
would be the responsibility of the City.
There have been many discussions and meetings on the cost sharing agreements between
the developer of Countryside, Scott County and I.S.D. #720 representatives. During
these meetings, the representatives of the County, School District and the City believes
that the cost estimate, which is based on final plan quantities and on bid unit prices, is
accurate enough that each entity could support the final number in the estimate.
Tollefson Development, Inc. has a contract with the contractor to construct the
improvements. They would responsible for all other costs, with the provision if there is a
major change in the plans, that the cost sharing formulas could be reopened if agreed
upon by the City and Tollefson Development.
As mentioned previously, an extension agreement is attached with WSB & Associates,
Inc. to perform the necessary surveying to construct the improvements to 17th Avenue,
C.R. 77 and C.R. 79, provide necessary, contract administration and engineering, if
necessary, and record drawings to the City and the County upon completion of the
project. Tollefson Development, Inc., as part of their agreement with the City of
Shakopee, will reimburse the City for these costs.
The action requested by staff is for Council to consider entering into these agreements
between the City of Shakopee and Tollefson Development, Inc., Scott County and I.S.D.
#720 for the improvements to 17th Avenue, c.R. 77 and C.R. 79, as outlined in this
memo, with cost sharing as previously mentioned. Jim Thomson of Kennedy & Graven
incorporating comments from staff, the developer's attorney, county staff and school
district staff has prepared the agreements. A final review as not been done with each
entity, thus there may be some revisions in the agreements by Tuesday's meeting. Also,
staff would request Council authorize an extension agreement with WSB & Associates,
Inc. for surveying, construction engineering and record drawings for those roadways and
to be reimbursed by Tollefson Development, Inc.
At this time, the plans for 1 ih A venue have been approved by the County and City staff,
as well as Mn/DOT State Aid. C.R. 77 and C.R. 79 plans have been completed by WSB
and Associates and need County and City review and approval yet.
ALTERNATIVES:
1. Authorize the appropriate City officials to execute an agreement between
Tollefson Development, Inc. and the City of Shakopee; between the City of
Shakopee and Scott County; and between the City of Shakopee and I.S.D. #720
for roadway improvements on 1 ih A venue, from CSAH 15 to C.R. 79 and C.R.
77 and C.R. 79, from T.H. 169 to 2000 feet south of 1 ih Avenue.
2. Do not enter into these agreements at this time and provide staff direction on the
agreements.
3. Authorize the appropriate City officials to enter into an extension agreement with
WSB & Associates, Inc. for surveying, contract administration and record
drawing for 1 ih Avenue, C.R. 77 and C.R. 79 improvements.
4. Do not enter into an agreement with WSB & Associates, Inc., at this time, and
provide staff direction.
5. Table for additional information.
RECOMMENDATION:
Staff recommends Alternative No. 1 and No.3, in order to complete the agreements for
cost sharing of roadway improvements for 17th Avenue, from CSAH 15 to C.R. 79 and
C.R. 77 and C.R. 79, from T.H. 169 to 2000 feet south of 1 ih Avenue. Also, staff
recommends an extension agreement with WSB & Associates, Inc. to complete the
surveying, contract administration and record drawings on these improvements if Council
approves the agreements.
ACTION REQUESTED:
1. Authorize the appropriate City officials to execute an agreement between
Tollefson Development, Inc. and the City of Shakopee; between the City of
Shakopee and Scott County; and between the City of Shakopee and LS.D. #720
for roadway improvements on 17th A venue, from CSAH 15 to C.R. 79 and C.R.
77 and C.R. 79, from T.H. 169 to 2000 feet south of 1 ih Avenue.
2. Authorize the appropriate City officials to enter into an extension agreement with
WSB & Associates, Inc. for surveying, contract administration and record
drawing for 1 ih Avenue, C.R. 77 and C.R. 79 improvements.
~neY
Public Works
BUpmp
ENGR/2005PROJECT/17THA VElWORDIREIMBURSEAGREEMENTS
CITY OF SHAKOPEE
SCOTT COUNTY, MINNESOTA
PUBLIC IMPROVEMENTS REIMBURSEMENT AGREEMENT
THIS PUBLIC IMPROVEMENTS REIMBURSEMENT AGREEMENT
("Agreement")is made and entered into this _ day of , 2005 by and between the City
of Shakopee, a municipal corporation organized under the laws of the State of Minnesota,
("City") and Tollefson Development, Inc., a Minnesota corporation, ("Tollefson").
Recitals
A. Tollefson has made application to the City Council for approval of a subdivision
named Countryside ("Subdivision").
B. The Shakopee City Council, by Resolution No. 6183 adopted on February 15,
2005, granted preliminary plat approval to the Subdivision.
C. Tollefson desires to construct those certain public improvements referenced herein
which are, in part, needed to provide the required public infrastructure to serve the Subdivision.
D. The City, the Shakopee School District, and Scott County, and each of them, will
also, in part, be benefited by Tollefson's constructing the public improvements referenced herein.
E. Pursuant to separate agreements with the City, the Shakopee School District and Scott
County have agreed or will agree as to reimburse the City for a portion of the costs incurred by
Tollefson for the construction of the public improvements referenced herein, but it is the
intention of the City and Tollefson that Tollefson shallhave a right of reimbursement for certain
of Tollefson's costs of construction of the said public improvements only from the City, and only
pursuant to the terms and provisions of this Agreement.
NOW, THEREFORE, the City and Tollefson agree as follows:
I. Definitions The following improvements as used in this agreement have the meanings
stated:
(A) "Improvements" - Shall mean and refer to (i) all work necessary to construct those
street, storm sewer, sanitary sewer and watermain improvements (including grading and
restoration) for 17th Avenue, from County Road 15 to County Road 79 set forth and detailed
in construction plans dated , 2005 and prepared by WSB & Associates at the
same have been reviewed and approved by the City Engineer for the City; (ii) all work necessary
to construct those street, storm sewer, sanitary sewer and watermain improvements (including
grading and restoration) for Scott County Road 79 from u.S. Highway 169 to a point 2000
feet south of 17th A venue set forth and detailed in construction plans dated ,
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2005 and prepared by WSB & Associates at the same have been reviewed and approved by the
City Engineer for the City; and (iii) all work necessary to construct those street, storm sewer,
sanitary sewer and watermain improvements (including grading and restoration) for Scott
County Road 77 from u.s. Highway 169 to a point 2000 feet south of 17th Avenue set forth
and detailed in construction plans dated , 2005 and prepared by WSB &
Associates at the same have been reviewed and approved by the City Engineer for the City.
(B) "Plans" - Shall mean and refer to the above referenced construction plans
prepared by WSB & Associates.
(C) "Street Light Improvements" - Shall mean and refer to all street lighting,
including poles, crossarms, underground wiring transformers, pedestals and any other necessary
appurtenances along and upon the rights-of-way for those portions of 1 ih A venue, Scott County
79, or Scott County 77 shown on the Plans to be built pursuant to plans prepared by Shakopee
Public Utilities Commission in accordance with applicable City or Scott County policies, and
approved or to be approved by the City Engineer.
(D "Other Public Utilities" - Shall mean and refer to any electric, cable tv, fiber
optic, or gas utility lines proposed to be constructed within any of the rights-of-way where the
Improvements are to be constructed. City will consider the Other Public Utilities approved upon
Tollefson's entering into an agreement with the utility company ordinarily installing such utility
lines and paying any moneys required by the utility company to assure installation.
n. Construction of Improvements Tollefson will construct and install at its own expense
the Improvements in strict conformity with the Plans, except to the extent the Plans are subject to
revision pursuant to the provisions of Section xn, below, and shall payor provide for payment
ofthe installation ofthe Street Light Improvements and Other Public Utilities.
III. City Reimbursement to Tollefson for Cost of Improvements. Tollefson shall be
entitled to reimbursement from the City for the City's share of the costs for the Improvements,
together with the County's share and the School District's share thereof. The amount of the
reimbursement to be paid by City to Tollefson, pursuant to the Plans and the Engineer's
Estimates for 17th Avenue (dated , 2005), County Road 77 (dated ,
2005), and County Road 79 (dated , 2005) attached hereto as compilation
Exhibit A (subject to adjustment pursuant to the provisions of Section xn below) shall be the
sum of $1,886,682.24 (the "Reimbursement Amount"). The Reimbursement amount shall be
paid to Tollefson monthly within 30 days after the City receives invoices approved by the City
Engineer for the work performed for the preceding month.
IV. Financial Guaranty Tollefson shall submit to the City either cash, or a certified
letter of credit approved by City Attorney, made payable to the City of Shakopee upon which the
City may draw, or contract or payment and performance 'bond approved by the City Attorney
("Financial Guaranty"), in the amount of 125% of its share of the costs of the Improvements
($1,988,676.76), together with such costs of City inspection and administration pursuant to
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applicable City policies, with said cash, certified letter of credit, or contract bond to be submitted
before construction of the Improvements is commenced. Tollefson shall be permitted, with the
prior approval of the City Attorney, to substitute another from of Financial Guaranty after
submission of the original Financial Guaranty. The City shall be authorized to draw against the
Financial Guaranty in the event of a material default by Tollefson with respect to the
construction of the Improvements or otherwise as set forth herein. As an alternative to the
Financial Guaranty, Tollefson may enter into an "Escrow and Payment Agreement", approved by
the City attorney, which shall be submitted by Tollefson prior to commencement of construction.
If the Financial Guaranty is in the form of cash, in whole or part, the amount so paid by Tollefson
to the City will bear interest for each year at a rate equal to one percent (1 %) below the average
interest rate (rounded to the nearest quarter) on the investments held by the City on December
31 st of the respective year. The interest will accrue until the deposit is used by the City to install
uncompleted Improvements. The deposit plus all accrued interest will be used to pay for the
installation of any uncompleted Improvements and any excess in the deposit will be returned to
Tollefson. If the City determines that the Improvements need not be installed, or upon Tollefson
installing the Improvements, the deposit plus all accrued interest shall be returned to Tollefson.
V. "Completion" of Street Light Improvements For all purposes, including but not
limited to the issuance of certificates of occupancy (conditional or permanent), the City shall
consider the Street Light Improvements to have been improved upon Tollefson entering into an
agreement with Shakopee Public Utilities as to such Street Light Improvements and paying any
moneys required by the Utilities at that time.
VI. Building Permits Except as otherwise provided for in the overall developer's
agreement between the City and Tollefson for the Subdivision, the City will not issue any
building permits for the Subdivision until the Improvements are substantially complete, as
determined by the City Engineer; however, no permanent certificate of occupancy shall be issued
until the Improvements are completed and approved by the City Engineer, or until Tollefson has
provided to the City a letter of credit in the amount of 125% of the City Engineer's estimate of
the cost to complete the Improvements as approved by the City CounciL
VII. Administrative and Technical Costs Tollefson agrees to pay the City
administrative and inspection costs related to construction of the Improvements in accordance
with the City's annual fee schedule. The total amount of such fees shall be billed by the City at
the beginning of the project. If such amount is not paid within 30 days of, the City shall be
authorized to draw against the Financial Guaranty. Administrative and technical services to be
performed by the City shall include, but not be limited to the following:
1) The City will review and approve the Plans and any revisions thereto
proposed subsequent to the commencement of construction of the Improvements.
2) The City will provide the necessary inspection of all Improvements.
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Tollefson shall be responsible for paying WSB & Associates or another mutually agreed upon
consulting engineering firm for all costs associated with surveying, contract administration, and
preparation of record drawings.
VIII. Easements Tollefson shall make available to the City, at no cost to the City, all
permanent or temporary easements necessary for the installation of the Improvements.
IX. Insurance Tollefson will cause each person with whom Tollefson contracts for
the construction of any of the Improvements to furnish to the City the Contractor's Insurance
Certificates as specified in the General Specifications of the Design Criteria and Standard
Specifications for Construction of Roadways, Sanitary Sewer and Storm Sewer. No construction
shall commence until the City Clerk receives said insurance certificates and said certificates are
approved by the City Attorney.
X. Faithful Performance of Construction Contracts and Bond. Tollefson will fully
and faithfully comply with all terms of any and all contracts entered into by Tollefson for the
installation and construction of the Improvements and hereby guarantees the workmanship and
materials for a period of one (1) year following the City's final acceptance of the Improvements,
said guarantee to be in writing and in addition to the Maintenance Bond required by Paragraph
V.(D).
XI. As-Built Plans Tollefson shall prepare "As-Built" plans of the Improvements and
deliver them to the City Engineer prior to final acceptance of the Improvements by the City. In
the alternative, Tollefson may receive final acceptance of the Improvements by the City if a
Letter of Credit in the amount of five (5) percent of the estimated cost of Improvements is
provided to the City. The Letter of Credit shall insure that the "As-Built" plans will be delivered
to the City Engineer within 60 days of the City's approval of the Improvements.
XU. Changes to the Plans. In the event the City (or Shakopee School District or Scott
County) requests changes to the Plans which result in a change in the costs of construction of the
Improvements, Tollefson's project engineer for the Subdivision shall compute the total amount
of such costs by reference to the unit costs and quantities set forth for any work to be changed as
set forth in attached Exhibit A (or, in the event the change to the work involves items for which
no unit costs or quantities are contained in Exhibit A, such costs shall be definitively determined
by the additional (or reduced) charge made by Tollefson's contractor(s) (the "Cost
Modification") as approved by the City Engineer. The Reimbursement Amount to be paid by the
City shall be based on the respective percentages of work, as set forth in Exhibit A, for the
portion of the Improvements where the Cost Modification occurs.
XIII. General
(A) Violation of Provisions of Agreement. In the event Tollefson violates any
of the covenants and agreements herein contained and to be performed by Tollefson, the City
shall have the option to commence an action for specific performance requiring Tollefson's full
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and faithful performance hereunder, and Tollefson agrees that the City shall be entitled to its
administrative costs, legal costs, and reasonable attorney's fees in connection with said action
provided that the City is successful in such action.
(B) Binding Effect. The terms and provisions hereof shall be binding upon and
inure to the benefit of the representatives, successors and assigns of the parties hereto and shall
be binding upon all future owners of all or any part of the subdivision and shall be deemed
covenants running with the land.
(C) Notices Any notices permitted or required to be given or made pursuant to
this Agreement shall be delivered personally or mailed by United States Mail to the addresses
hereinafter set forth by certified or registered mail. Such notices, demand or payment shall be
deemed timely given or made when delivered personally or when deposited in the United States
Mail in accordance with the above. Addresses of the parties hereto are as follows:
If to the City City Administrator
City Hall
129 Holmes Street South
Shakopee, MN 55379
Ifto Tollefson Gary Wollschlager
Tollefson Development, Inc.
17271 Kenyon Avenue
Suite 103
Lakeville, MN 55044
(D) Release of Financial Security Upon completion or partial completion of
construction of the Improvements arid upon request by Tollefson, the City shall release a ratable
portion of Tollefson's Financial Guaranty. In no event shall such security be reduced below the
full amount of any unpaid inspection and administration costs plus 100% of the amount that the
City Engineer deems necessary to complete the Improvements. In addition to those amounts, the
City will also withhold 25% of the original security amount unless the City Engineer determines
that a lesser percentage will be sufficient to ensure satisfactory completion of the Improvements.
Upon request by Tollefson, the security may be fully released when: (1) the City Engineer
determines that all required improvements have been satisfactorily completed in accordance with
the approved construction plans; (2) Tollefson gives the City Engineer a detailed reproducible
drawing, including an electronic drawing file version, of the improvements showing the details
as required by the design requirements and the City's subdivision ordinance; and (3) Tollefson
submits a maintenance bond guaranteeing the improvements for a period of one year after final
acceptance by the City. Should Tollefson fail to submit to a Maintenance Bond as provided
herein, the City may retain some or all of the Financial Guaranty as security for the one year
written guarantee as provided in Paragraph XI, above. The City is authorized to draw against the
Financial Guaranty at any time to complete the Improvements or to make such repairs or
additions as would be provided under the one year written guarantee when, in the judgment of
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the City, the City determines that Tollefson is not going to complete the Improvements or make
such repairs.
(E) Incorporation by Reference All City of Shakopee Design Criteria,
Standard Specifications, including bonding provisions, the approved plans, addenda, change
orders, special provisions, proposals, specifications and contract for the Improvements furnished
and let pursuant to this Agreement shall be and hereby are made part of this Agreement by
reference as fully as if set out herein full, except that the same shall not affect Tollefson's right
and authority hereunder to conduct construction of the Improvements in accordance with the
Plans.
IN WITNESS WHEREOF, The City and Tollefson have caused this Agreement to be
duly executed by proper officer( s) on the day and year first above written.
CITY OF SHAKOPEE
By
Mayor
By
City Administrator
By
City Clerk
Tollefson Development, Inc.
By
Gary Wollschlager
Vice President
JJT-260267v3
SH155-l52
ENGINEER'S ESTIMATE- 17TH A VENUE EXHIBIT A
WSB Project: 17th Avenue Extension (County Road 79 to County Road 15) ,
Project Location: Shakopee,MN
WSB Project No: 01566-06
Opinion of Probable Cost 14-Apr-05
Developer Cost City Cost County Cost
Equiv. 37' Roadway/Storm Widening from 37'-44' Concrete median
Turn Lanes, Grading Bituminous Trail Storm Sewer for Median
Wm. Main, San. Sewer Storm Sewer for Widening
Sidewalk, Traffic Control 50% Conduit
Removals, Erosion control
Project Total 50% Conduit
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No.. Number Description Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost
2021.50 I MOBILIZATION LUMP SUM $25,000.00 1.00 $25,000.00 0.66 $16,500.00 0.08 $2,000.00 0.26 $6,500.00
2102.502 PAVEMENT MARKING REMOVAL - PERMANENT 18 LIN FT - 500.00 $125.00 500.00 $125.00
2104.501 REMOVE PIPE CULVERTS 13 LIN FT $12.00 100.00 $1,200.00 100.00 $1,200.00
2104.501 REMOVE CHAIN LINK FENCE LIN FT $10.00 'o::.J90.00 $1,900.00 190.00 $1,900.00
2104.505 REMOVE BITUMINOUS PAVEMENT SQYD $3.00 4,215.00 $12,645.00 4,215.00 $12,645.00
2104.507 REMOVE RIPRAP . CUYD $27.00 170.00 $4,590.00 170.00 $4,590.00
2104.509 REMOVE SIGN TYPE C 14 EACH $25.00 5.00 $125.00 5.00 $125.00
2104.513 SA WING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 1,482.00 $4,446.00 1,482.00 $4,446.00
2104.523 SALVAGE SIGN TYPE D EACH $350.00 1.00 $350.00 1.00 $350.00
2105.501 COMMON EXCAVATION (EY) (P) 11 CUYD $1.25 3;200.00 $4,000.00 3,200.00 $4,000.00
2105.507 SUBGRADE EXCAVATION 11 CUYD $1.65 .. 4,600.00 $7,590.00 4,600.00 $7,590.00
2105.522 SELECT GRANULAR BORROW (CV) (P) CUYD $1.70 49,243.00 $83,713.10 42,766.00 $72,702.20 3,445.00 $5,856.50 3,032.00 $5,154.40
2211.503 AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED) (P) 7 CUYD $19.30 18,463.00 $356,335.90 13,609.00 $262,653.70 1,404.00 $27,097.20 3,450.00 $66,585.00
2232.501 MILL BITUMINOUS SURFACE (2.0") 10 SQYD $3.15 320.00 $1,008.00 320.00 $1,008.00
2350.501 TYPE MV 3 WEARING COURSE MIXTURE (B) 8 TON $30.00 1,046.00 $31,380.00 900.00 $27,000.00 146.00 $4,380.00
2350.501 TYPE MV 3 WEARING COURSE MIXTURE (E) 8 TON $37.75 11,330.00 $427,707.50 8,294.00 $313,098.50 980.00 $36,995.00 2,056.00 $77,614.00
2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (B) 8 TON $30.00 8,498.00 $254,940.00 2,893.00 $86,790.00 5,605.00 $168,150.00
2501.515 15" RC PIPE APRON EACH $300.00 1.00 $300.00 1.00 $300.00
2501.515 21" RC PIPE APRON EACH $385.00 1.00 $385.00 1.00 $385.00
2501.515 24" RC PIPE APRON EACH $410.00 1.00 $410.00 1.00 $410.00
2501.515 27" RC PIPE APRON EACH $435.00 1.00 $435.00 1.00 $435.00
2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $265.00 1.00 $265.00 1.00 $265.00
2501.602 TRASH GUARD FOR 21" PIPE APRON EACH $375.00 1.00 $375.00 1.00 $375.00
2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $395.00 1.00 $395.00 1.00 $395.00
2501.602 TRASH GUARD FOR 27" PIPE APRON EACH $530.00 1.00 $530.00 1.00 $530.00
2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V I LINFT $17.95 3,851.00 $69,125.45 3,392.00 $60,886.40 281.00 $5,043.95 178.00 $3,195.10
2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V LINFT $19.50 1,019.00 $19,870.50 1,002.00 $19,539.00 17.00 $331.50
2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $22.25 857.00 $19,068.25 857.00 $19,068.25
2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $24.75 121.00 $2,994.75 121.00 $2,994.75
2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $30.00 174.00 $5,220.00 174.00 $5,220.00
2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS III LINFT $36.00 47.00 $1,692.00 47.00 $1,692.00
2503.541 33" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $42.00 132.00 $5,544.00 132.00 $5,544.00
2503.541 36" RC PIPE SEWER DESIGN 3006 CLASS III LINFT $48.00 22.00 $1,056.00 22.00 $1,056.00
Proposal Form_revised_formaCsplits_17thAve1 1 4/15/2005
ENGINEER'S ESTIMATE - 17TH A VENUE EXHIBIT A
WSB Project: 17th A venue Extension (County Road 79 to County Road 15)
Project Location: Shakopee,MN
WSB Project No: 01566-06
Opinion of Probable Cost 14-Apr-05
Developer Cost City Cost County Cost
Equiv. 37' Roadway/Storm Widening from 37'-44' Concrete median
Turn Lanes, Grading Bituminous Trail Storm Sewer for Median
Wm. Main, San. Sewer Storm Sewer for Widening
Sidewalk, Traffic Control 50% Conduit
Removals, Erosion control
Project Total 50% Conduit
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number Description Notes Unit Price Quantity Cost Ouantitv Cost Ouantitv Cost Ouantity Cost
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN G 6,15 UN FT $325.00 86.00 $27,950.00 86.00 $27,950.00
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN H 6,15 UN FT . $270.00 4.00 $1,080.00 4.00 $1,080.00
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 6,15 UN FT $335.00 329.00 $110,215.00 171.74 $57,532.90 157.26 $52,682.10
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 6,15 . UN FT $395.00 76.00 $30,020.00 76.00 $30,020.00 .
2506.50 I CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 6,15 .. UN FT $392.00 13.00 $5,096.00 13.00 $5,096.00
2506.50 I CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 6,15 UN FT $542.00 8.00 $4,336.00 8.00 $4,336.00
$2,600.00 $2,600.00 .
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 78-4020 6,15 UN FT $325.00 8.00 8.00
2511.501 RANDOM RlPRAP, CLASS II 9 .. CUYD $75.00 170.00 $12,750.00 170.00 $12,750.00
2511.501 RANDOM RlPRAP, CLASS III CUYD $75.00 37.00 $2,775.00 37.00 $2,775.00
2511.515 GEOTEXTILE FILTER, TYPE IV SQYD $1.00 55.00 $55.00 55.00 $55.00
2521.50 I 4" CONCRETE WALK (SIDEWALK) 4 SQFT $2.50 29,271.00 $73,177.50 29,271.00 $73,177.50
2521.50 I 4" CONCRETE WALK (MEDIAN) SQFT $2.25 37,203.00 $83,706.75 37,203.00 $83,706.75
2521.511 3.0" BITUMINOUS WALK 5 SQFT $1.40 48,002.00 $67,202.80 48,002.00 $67,202.80
2531.501 CONCRETE CURB & GUTTER, DESIGN B4l8 UN FT $9.00 1,336.00 $12,024.00 1,336.00 $12,024.00
2531.50 I CONCRETE CURB & GUTTER, DESIGN B424 UN FT $8.50 20,950.00 $178,075.00 11,014.00 $93,619.00 9,936.00 $84,456.00
2531.50 I CONCRETE CURB & GUTTER, DESIGN B6l8 UN FT $9.00 564.00 $5,076.00 564.00 $5,076.00
2531.602 PEDESTRIAN CURB RAMP (TRUNCATED DOME) I EACH $250.00 14.00 $3,500.00 14.00 $3,500.00
2531.602 CONCRETE MEDIAN NOSE, DESIGN 7113 EACH $750.00 8.00 $6,000.00 8.00 $6,000.00
2540.602 MAIL BOX SUPPORT 17 EACH _! 3.00 $450.00 3.00 $450.00
2545.523 1.25" PVC CONDUIT (INSTALL) 3 UN FT $3.00 11,730.00 $35,190.00 5,865.00 $17,595.00 5,865.00 $17,595.00
2545.523 2" PVC CONDUIT (INSTALL) 3 UN FT $3.00 3,416.00 $10,248.00 3,416.00 $10,248.00
2545.523 3" PVC CONDUIT (INSTALL) . 3 UN FT $4.00 3,517.00 $14,068.00 3,517.00 $14,068.00
2545.523 4" PVC CONDUIT (INSTALL) 3 UN FT $4.00 3,259.00 $13,036.00 3,259.00 $13,036.00
2550.512 HANDHOLE TYPE-PVC METAL COVER EACH $800.00 13.00 $10,400.00 13.00 $10,400.00
2550.521 3" RIGID STEEL CONDUIT UN FT $7.00 280.00 $1,960.00 280.00 $1,960.00
2554.505 PERMANENT BARRICADES UN FT $350.00 32.00 $11,200.00 32.00 $11,200.00
2557.501 WIRE FENCE DESIGN 48-9322 UN FT $40.00 100.00 $4,000.00 100.00 $4,000.00
2563.60 I TRAFFIC CONTROL LUMP SUM $7,800.00 1.00 $7,800.00 0.66 $5,148.00 0.08 $624.00 0.26 $2,028.00
$400.00 .
2564.536 INSTALL SIGN PANEL TYPE D . EACH $400.00 . 1.00 $400.00 1.00
2564.602 PAVEMENT MESSAGE (LT ARROW) - EPOXY EACH $90.00 20.00 $1,800.00 20.00 $1,800.00
2564.602 PAVEMENT MESSAGE (RT ARROW) - EPOXY EACH $90.00 30.00 $2,700.00 30.00 $2,700.00
2564.602 PAVEMENT MESSAGE (RT-THRU ARROW) - EPOXY EACH $140.00 4.00 $560.00 4.00 $560.00
2564.602 MEDlANSIGNPOSTANCHOR EACH $45.00 34.00 $1,530.00 34.00 $1,530.00
2564.603 4" SOLID LINE WHITE - EPOXY UN FT $0.25 23,340.00 $5,835.00 23,340.00 $5,835.00
Proposal Form_revised_format_splits_17thAve1 2 4/15/2005
ENGINEER'S ESTIMATE - 17TH A VENUE EXHIBIT A
WSB Project: 17th Avenue Extension (County Road 79 to County Road 15)
Project Location: Shakopee,MN
WSB Project No: 01566-06
Opinion of Probable Cost 14-Apr-05
Developer Cost City Cost County Cost
/ Equiv. 37' Roadway/Storm Widening from 37'-44' Concrete median
Turn Lanes, Grading Bituminous Trail Storm Sewer for Median
Wm. Main, San. Sewer Storm Sewer for Widening
. Sidewalk, Traffic Control 50% Conduit
Removals, Erosion control
Project Total 50% Conduit
TAB SHEET . Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number Description Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost
2564.603 4" BROKEN LINE WHITE - EPOXY LIN FT $0.25 2,080.00 $520.00 2,080.00 $520.00
2564.603 12" CROSSWALK LINE WHITE-EPOXY LIN FT $3.75 3,320.00 $12,450.00 3,320.00 $12,450.00
2564.603 4" SOLID LINE YELLOW - EPOXY LIN FT $0.25 9,980.00 $2,495.00 9,980.00 $2,495.00
2564.603 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT $0.50 3,930.00 $1,965.00 3,930.00 $1,965.00
2564.603 24" SOLID LINE YELWW-EPOXY LIN FT $6.25 250.00 $1,562.50 250.00 $1,562.50
2564.603 4" SOLID LINE WHITE - PAINT 12 UN FT $0.20 22,340.00 $4,468.00 22,340.00 $4,468.00
2564.603 4" BROKEN LINE WHITE - PAINT 12 LIN FT $0.20 2,080.00 $416.00 2,080.00 $416.00
2564.603 12" CROSSWALK LINE WHITE-PAINT 12 LIN FT $0.70 3,320.00 $2,324.00 3,320.00 $2,324.00
2564.603 24" SOLID LINE WHITE-PAINT 12 UN FT $1.75 480.00 $840.00 480.00 $840.00
2564.603 4" SOLID LINE YELLOW - PAINT 12 UN FT $0.20 9,980.00 $1,996.00 9,980.00 $1,996.00
2564.603 4" DOUBLE SOLID LINE YELWW - PAINT 12 UN FT $0.35 3,530.00 $1,235.50 3,530.00 $1,235.50
2564.603 24" SOLID LINE YELLOW-PAINT 12 LIN FT $1.75 250.00 $437.50 250.00 $437.50
2564.618 SIGN PANELS, TYPE C SQFT $22.75 597.75 $13,598.81 430.75 $9,799.56 167.00 $3,799.25
2573.502 SILT FENCE, TYPE MACHINE SLICED 2 LIN FT $1.10 3,000.00 $3,300.00 3,000.00 $3,300.00
2573.530 INLET PROTECTION, TYPE A 2 EACH $35.00 2.00 $70.00 2.00 $70.00
2573.530 INLET PROTECTION, TYPE C 2 EACH $30.00 100.00 $3,000.00 63.00 $1,890.00 37.00 $1,110.00
2575.501 SEEDING ACRE $500.00 5.00 $2,500.00 5.00 $2,500.00
2575.608 SEED MIXTURE 150 POUND $0.01 200.00 $2.00 200.00 $2.00
2575.608 SEED MIXTURE 250 POUND $0.01 350.00 $3.50 350.00 $3.50
2575.505 SODDING, TYPE SALT RESISTANT SQYD $2.05 18,810.00 $38,560.50 18,810.00 $38,560.50
2575.511 MULCH MATERIAL, TYPE 1 TON $0.01 10.00 $0.10 10.00 $0.10
2575.519 DISK ANCHORING ACRE $0.01 5.00 $0.05 5.00 $0.05
2575.532 COMMERCIALFERT ANALYSIS 22-5-10 POUND $0.01 1,750.00 $17.50 1,750.00 $17.50
I CONSTRUCTION SUBTOTAL II $2,183,299.4611 $1,436,226.9111 $171,870.4511 $575,202.101
Proposal Form_revised _formaCsplits_17thAve1 3 4/15/2005
ENGINEER'S ESTIMATE - 17TH A VENUE EXHIBIT A
WSB Prqject: 17th A venue Extension (County Road 79 to County Road 15)
Project Location: Shakopee, MN
WSB Project No: 01566-06
Opinion of Probable Cost 14-Apr-05
Developer Cost City Cost County Cost
Equiv. 37' Roadway/Storm Widening from 37'-44' Concrete median
Turn Lanes, Grading Bituminous Trail Storm Sewer for Median
Wm. Main, San. Sewer Storm Sewer for Widening
Sidewalk, Traffic Control 50% Conduit
Removals, Erosion control
Project Total 50% Conduit
TAB SHEET Item Unit Estimated I Estimated Estimated I Estimated Estimated I Estimated Estimated I Estimated
No. Number Descrintion Notes Unit Price Quantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost
-
ADDITIONAL ITEMS
I I I LIGHTING UNIT-TYPE SPECIAL I I EACH I $3,000.00 II 23.00 I $69,000.0011 12.00 I $36,000.0011 11.00 I $33,000.0~r I
I I I I T I II I II I II I II I
I GRAND TOTALIL $2,252,299.4611 $1,472,226.9111 $204,870.4511 $575,202.101
NOTES: BASIS FOR QUANTITIES
1. PEDESTRIAN RAMPS TO BE TRUNCATED DOME PER MN/DOT CURRENT APPROVED DETAIL. UNIT WEIGHT OF BITUMIlNOUS MIX 1l0LBS/SYIIN
2. TO BE USED AS DIRECTED BY THE ENGINEER. AGGREGATE BASE CLASS 5 MOD. 105 LBS/SYIIN
3. ALL CONDUIT SUPPLIED BY S.P.U.C. AND TO BE INSTALLED BY CONTRACTOR.
4. INCLUDES SUBGRADE PREPARATION AND CLASS 5 AGGREGATE BASE. TACK COAT
5. INCLUDES SUBGRADE PREPARATION AND CLASS 5 AGGREGATE BASE. - MILLED SURFACE 0.10 GAUSY
6. ALL CASTINGS SHALL BE ENCASED IN CONCRETE, SEE DETAILS. INCIDENTAL TO CASTING ASSEMBLY. - BETWEEN NEW LAYERS 0.07 GAUSY
7. USE OF RECYCLED MATERIAL WILL NOT BE ALLOWED.
8. TACK COAT INCIDENTAL TO BITUMINOUS PAVEMENT. TURF ESTABLISHMENT
9. USED TO REBUILD RIPRAP CHANNEL ALONG WEST SIDE OF CSAH 15. - SEED MIXTURE 150 40 LBS/ACRE
10. MILLEXISTINGCSAH 15 EDGES PER MILLING DETAIL ON SHEET 15. o SEED MIXTURE 250 70 LBS/ACRE
11. QUANTITY IS FOR CONSTRUCTION OF CSAH 15 AND CR 77. SUBGRADE EXCAVATION NOT INCLUDED WITH COMMON EXCAVATION. - MULCH MATERIAL 0 TYPE I 2.0 TON/ACRE
12. PAINT TO BE USED FOR TEMPORARY STRIPING PRIOR TO FINAL WEARING COURSE PAVEMENT. - COMMERCIAL FERTILIZER - 22-5-10 350 LBS/ACRE
13. REMOVAL OF CULVERT PIPES INCLUDES APRONS.
14. FOR REMOVAL OF EXISTING SIGNS SEE SIGNING AND STRIPING PLANS ON SHEETS 35-39.
15. CASTING ASSEMBLIES INCIDENTAL TO STRUCTURES.
16
17. CONTRACTOR TO SALVAGE MAILBOX, F&I NEW POST AND REATTACH MAIL BOX AND PAPER BOX
18. CONTRACTOR TO REMOVE CENTERLINE STRIPE ON CSAH 15 AT 17TH AVENUE
Proposal Form_revised_format_splits_17thAve1 4 4/15/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 77 EXHIBIT A
WSB Project: County Road 77
Project Location: Shakopee,MN
WSB Project No: 1634-00
Opinion of Probable Cost 4/14/2005
Countryside Development School District
CR77 CR77 Scott County City of Shakopee
North of 17th Ave East Half South CR77 CR77
and West Half South of17th Ave
of 17th Ave
Project Total
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number Descrintion Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost
2021.501 MOBILIZATION LUMP SUM $10,000 1.00 $10,000.00 0.61 $6,100.00 0.28 $2,800.00 0.11 $1,100.00
2104.501 REMOVE CURB AND GUTIER UN FT $10.00 10 $100.00 10 $100.00
2104.501 REMOVE GUARD RAIL UN FT $10.00 225 $2,250.00 225 $2,250.00
2104.501 REMOVE PIPE CULVERTS UN FT $12.00 265.0 $3,180.00 153.50 $1,842.00 111.50 $1,338.00
2104.505 REMOVE BIWMINOUS PAVEMENT SQYD $3.00 2,851 $8,553.00 2,330 $6,990.00 521 $1,563.00
2104.509. REMOVE SIGN TYPE C EACH $25.00 7 $175.00 4 $100.00 3 $75.00
2104.511 SA WING CONCRETE PAVEMENT (FULL DEPTH). LIN FT $5.00 3 $15.00 3 $15.00
2104.513 . SAWING BIWMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 4,810 $14,430.00 3,632 $10,896.00 1,178 $3,534.00
2104.523 SALVAGE SIGN TYPE D EACH $350.00 1 $350.00 1 $350.00
2105.501 COMMON EXCAVATION (EV)(P) 5 CUYD $1.25 1941 $2,426.25 1447 $1,808.75 494 $617.50
2105.507 SUBGRADE EXCAVATION (FOR ROADWAY SECTION) 4 CUYD $1.65 3443 $5,680.95 2349 $3,875.85 972 $1,603.80 122 $201.30
2105.522 SELECT GRANULAR BORROW MOD (CV) (P) 3 CUYD $1.70 3443 $5,853.10 2349 $3,993.30 972 $1,652.40 122 $207.40
2105.523 COMMON BORROW (CV) 6 CUYD $1.25 5958 $7,447.50 5958 $7,447.50
2105.523 COMMON BORROW (CV) - SCHOOL SITE 6 CUYD $1.25 8177 $10,221.25 8177 $10,221.25
2211.503 AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED) (P) 3 CUYD $19.30 1393 $26,884.90 744 $14,359.20 285 $5,500.50 364 $7,025.20
2232.604 MILL BITUMINOUS PAVEMENT (SPECIAL) I SQYD $1 LOO 342 $3,762.00 342 $3,762.00 .
2350.501 TYPE MY 3 WEARING COURSE MIXTURE (B) TON $31.00 2970 $92,070.00 1637 $50,747.00 589 $18,259.00 744 $23,064.00
2501.515 15" RC PIPE APRON EACH $300.00 I $300.00 1 $300.00
2501.515 24" RC PIPE APRON EACH $410.00 2 $820.00 1 $410.00 1 $410.00
2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $265.00 I $265.00 1 $265.00
2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $395.00 2 $790.00 I $395.00 I $395.00
2503.511 15" CS PIPE SEWER LIN FT $16.50 97 $1,600.50 97 $1,600.50
2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $17.95 1480.5 $26,574.98 1219 $21,881.05 199.5 $3,581.03 62 $1,112.90
2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $19.50 533.0 $10,393.50 260.5 $5,079.75 260.5 $5,079.75 12 $234.00
2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS IV LIN FT $23.75 156 $3,705.00 72 $1,710.00 78 $1,852.50 6 $142.50
2503.541 42" RC PIPE SEWER DESIGN 3006 CLASS ill LIN FT $80.00 407.0 $32,560.00 203.5 $16,280.00 203.5 $16,280.00
2506.50 I CONSTRUCT DRAINAGE STRUCTURE DESIGN G LIN FT $325.00 39.17 $12,730.25 31.79 $10,330.13 7.39 $2,400.13
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN F LIN FT $395.00 11.02 $4,352.90 11.02 $4,352.90
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $375.00 115.22 $43,207.50 82.53 $30,946.88 32.70 $12,260.63
2506.50 I CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT $542.00 47.57 $25,782.94 19.61 $10,625.91 27.97 $15,157.03
2506.602 CONNECT INTO EXISTING STORM SEWER 7 EACH $600.00 I $600.00 I $600.00
Preliminary Schedule I 1 4/15/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 77 EXHIBIT A
WSB Prqject: County Road 77
Project Location: Shakopee, MN
WSB Project No: 1634-00
Opinion of Probable Cost 4/14/2005
Countryside Development School District
CR77 CR77 Scott County City of Shako pee
North of 17th Ave East Half South CR77 CR77
and West Half South of17th Ave
of 17th Ave
Project Total
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number Description Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost
2521.50 I 4" CONCRETE WALK (SIDEWALK) SQFT $2.50 4701 $11,752.50 2963 $7,407.50 1738 $4,345.00
2521.511 3" BITUMINOUS WALK (INCLUDES 6" CL5) SQFT $1.40 10560 $14,784.00 10560 $14,784.00
2531.501 CONCRETE CURB & GUTTER, DESIGN B4l8 . LIN FT $12.00 307 $3,684.00 252 $3,024.00 55 $660.00
2531.50 I CONCRETE CURB & GUTTER, DESIGN B424 LIN FT $8.50 4308 $36,618.00 3162 $26,877.00 1146 $9,741.00
2531.507 10" CONCRETE DRIVEWAY PAVEMENT 9 SQYD $55.00 60 $3,300.00 60 $3,300.00
2531.602 PEDESTRIAN CURB RAMP (TRUNCATED DOME) .. EACH $250.00 4 $1,000.00 3 $750.00 I $250.00
2545.603 1.25" PVC CONDUIT (INSTALL) 8 LIN FT $3.00 3651 $10,953.00 1298 $3,894.00 1056 $3,168.00 1297 $3,891.00
2545.603 2" PVC CONDUIT (INSTALL) 8 UN FT $3.00 1288 $3,864.00 859 $2,577.00 429 $1,287.00
2545.603 3" PVC CONDUIT (INSTALL) 8 LIN FT $4.00 1288 $5,152.00 859 $3,436.00 429 $1,716.00
2545.603 4" PVC CONDUIT (INSTALL) 8 LIN FT $4.00 630 $2,520.00 390 $1,560.00 240 $960.00
2554.501 TRAFFIC BARRIER DESIGN B8307 LIN FT $27.25 75 $2,043.75 75 $2,043.75
2554.501 TRAFFIC BARRIER DESIGN SPECIAL , LIN FT $79.75 50 $3,987.50 50 $3,987.50
2554.521 ANCHORAGE ASSEMBLY - PLATE BEAM EACH $330.00 2 $660.00 2 $660.00
2554.602 ENERGY ABSORBING TERMINAL 2 EACH $2,430.00 2 $4,860.00 2 $4,860.00
2563.601 TRAFFIC CONTROL LUMP SUM $9,040.00 1.00 $9,040.00 0.61 $5,514.40 0.28 $2,531.20 0.11 $994.40
2564.531 SIGN PANELS, TYPE C SQFT $22.75 105.5 $2,400.13 79.0 $1,797.25 26.5 $602.88
2564.537 INSTALL SIGN TYPE D EACH $400.00 I $400.00 I $400.00
2564.554 SNOW PLOW MARKER X4-5 EACH $60.50 3 $181.50 3 $181.50
2564.602 PAVEMENT MESSAGE (LT ARROW) - EPOXY EACH $90.00 2 $180.00 I $90.00 I $90.00
2564.602 PAVEMENT MESSAGE (RT ARROW) - EPOXY EACH $90.00 2 $180.00 2 $180.00
2564.602 PAVEMENT MESSAGE (RT-THRU ARROW) - EPOXY EACH $140.00 2 $280.00 I $140.00 I $140.00
2564.603 4" SOLID LINE WHITE - EPOXY LIN FT $0.25 6370 $1,592.50 4380 $1,095.00 1990 $497.50
2564.603 4" SOLID LINE YELLOW - EPOXY LIN FT $0.25 100 $25.00 100 $25.00
2564.603 4" BROKEN LINE YELLOW - EPOXY LIN FT _t 220 $55.00 120 $30.00 100 $25.00
2564.603 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT $0.50 2620 $1,310.00 2185 $1,092.50 435 $217.50
2564.603 24" SOLID LINE YELLOW - EPOXY LIN FT $5.00 124 $620.00 117 $585.00 7 $35.00
2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.20 1300 $1,560.00 1300 $1,560.00
2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQYD $1.75 2726 $4,770.50 2726 $4,770.50
2573.530 INLET PROTECTION, TYPE A EACH $35.00 2 $70.00 1.5 $52.50 0.5 $17.50
2573.530 INLET PROTECTION, TYPE C EACH $30.00 33 $990.00 24 $720.00 9 $270.00
2575.501 SEEDING ACRE $500.00 4.36 $2,180.00 3.54 $1,770.00 0.82 $410.00
2575.608 SEED MIXTURE 250 POUND $0.01 305.2 $3.05 247.8 $2.48 57.4 $0.57
2575.505 SODDING, TYPE SALT RESISTANT SQYD $2.05 3260 $6,683.00 2166 $4,440.30 1094 $2,242.70
2575.511 MULCH MATERIAL, TYPE I TON $0.01 8.72 $0.09 7.08 $0.07 1.64 $0.02
2575.532 COMMERCIAL FERT ANALYSIS 22-5-10 POUND $0.01 1526 $15.26 1239 $12.39 287 $2.87
2575.605 DISK ANCHORING . ACRE $0.01 3.80 $0.04 2.98 $0.03 0.82 $0.01
CONSTRUCTION SUBTOTAL I $494,796.3311 $304,654.3811 $137,385.2511 II $52,756.701
Preliminary Schedule I 2 4/15/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 77 EXHIBIT A
WSB Prqject: County Road 77
Project Location: Shakopee, MN
WSB Project No: 1634-00
Opinion of Probable Cost 4/14/2005
Countryside Development School District
CR77 CR77 Scott County City of Shakopee
North of 17th Ave East Half South CR77 CR77
and West Half South of 17th Ave
of 17th Ave
Project Total
TAB SHEET Item Unit Estimated 1 Estimated Estimated I Estimated Estimated I Estimated Estimated 1 Estimated Estimated I Estimated
No. Number Descriotion Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantitv Cost _Quantity Cost Ouantitv Cost
ADDITIONAL ITEMS
)
LIGHTING UNIT - TYPE SPECIAL $3,000.00 9 $27,000.00 3.5 $10,500.00 1 $3,000.00 4.5 $13,500.00
GRAND TOTAL I $521,796.3311 $315,154.3811 $140,385.2511 II $66,256.70/
TOTAL CR 79
Countyside Development--North of 17th Ave $315,154.38
School District--South of 17th Ave $140,385.25
Scott County
City of Shakopee $66,256.70
SPUC
$521,796.33
NOTES: BASIS FOR OUANTITIES
L PROFILE MILL STA 237+00 TO STA 238+28.37 BITUMINOUS.. .................. .........11 OLBS/SY/IN
2. END TREATMENT TO BE ET-2000 ENERGY ABSORBING TERMINAL AG BASE CL 5.......................105 LBS/SY/IN
3. INCLUDES MATERIAL FOR ROADWAY REPLACEMENT OVER STORM SEWER LATERAL CROSSINGS TACK COAT
4. INCLUDES ALL ROADWAY EXCATION. TRAIllW ALK EXCAVATION INCIDENTAL TO TRAIllW ALK ITEM MILLED SURFACE...................O.lO GAUSY
5. 6" TOPSOIL EXCAVATION BETWEEN NEW LAYERS.. .....0.07 GAUSY
6. INCLUDES TOPSOIL QUANTITY, ASSUME 6" TOPSOIL REMOVAL SEED MIXTURE 250...............70 LBS/ACRE
7. STA 238+06 116' RT SEED MIXTURE60B.............I00 LBS/ACRE
8. CONDUIT TO BE FURNISHED BY SPUC AND INSTALLED BY THE CONTRACTOR SEED MIXTURE 1308............70 LBS/ACRE
9. SEE THE CITY OF SHAKOPEE STANDARD DETAIL PLATE NO. 5006 "COMMERCIAL DRNEWA Y MULCH TYPE 1 ..........................2 TON/ACRE
AND CROSS PAN" FOR CONSTRUCTION DETAILS COM FERT 22-5-10................350 LBS/ACRE
Preliminary Schedule I 3 4/15/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 79 EXHIBIT A
WSB Project: County Road 79
Project Location: Shakopee, MN
WSB Project No: 1634-00
Opinion of Probable Cost
Countryside Development School District Storm Sewer City
CR79 CR79 Scott County City of Shako pee CR79 Trunk Storm Sewer
North of 17th Ave West Half South CR79 CR79 50% Scott County! 100% City
of 17th Ave 50% City of Shakopee
Proiect Total
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number Descrintion Notes Unit Price Ouantitv Cost Ouantitv Cost ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost ouantitv Cost
2021.50 I MOBILIZATION LUMP SUM $10,000 1.00 $10,000.00 0.19 $1.900.00 0.20 $2,000.00 0.39 $3,900.00 0.03 $300.00 0.14 $1,400.00 0.05 $500.00
2101.502 CLEARING TREE $250.00 31 $7,750.00 31 $7,750.00
2101.507 GRUBBING TREE $125.00 31 $3,875.00 , 31 $3,875.00
2104.501 REMOVE CURB AND GUTTER LIN Ff $10.00 610 $6, I 00.00 305 $3,050.00 305 $3.050.00
2104.501 REMOVE GUARD RAIL LIN Ff $10.00 112.5 $1,125.00 112.5 $1,125.00
2104.503 REMOVE CONCRETE WALK SQYD $5.00 180 $900.00 90 $450.00 90 $450.00
2104.503 REMOVE BITUMINOUS WALK SQYD $3.00 360 $1,080.00 280 $840.00 80 $240.00
2104.505 REMOVE BITUMINOUS PAVEMENT SQYD $3.00 13610 $40,830.00 7320 $21,960.00 6290 $18,870.00
2104.501 REMOVE WOOD FENCE UN Ff $8.50 460 $3,910.00 / 460 $3,910.00
2104.507 REMOVE RIPRAP CUYD $27.00 10 $270.00 10 $270.00
2104.511 SA WING CONCRETE PAVEMENT (FULL DEPTH) UN Ff $5.00 16 $80.00 8 $40.00 8 $40.00
2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN Ff $3.00 1827 $5,481.00 1476 $4,428.00 351 $1,053.00
2104.503 REMOVE CABLE CRETE SQFf $3.50 2724 $9.534.00 2212 $7.742.00 512 $1,792.00
2104.509 REMOVE SIGN TYPE C II EACH $25.00 18 $450.00 9 $225.00 3 $75.00 6 $150.00
2104.509 REMOVE PERMANENT BARRICADE EACH $185.00 4 $740.00 4 $740.00
2104.509 REMOVE CONCRETE APRON EACH $300.00 2 $600.00 I $300.00 1 $300.00
2104.501 REMOVE PIPE CULVERTS LIN Ff $8.00 119 $952.00 119 $952.00
2104.501 REMOVE SEWER PIPE (STORM) " UN Ff $8.00 238 $1,904.00 50 $400.00 182 $1,456.00 6 $48.00
2104.509 REMOVE MONUMENT EACH $2.000.00 I $2.000.00 I $2,000.00
'.
2104.509 REMOVE DRAINAGE STRUCTURE 7 EACH $1,000.00 3 $3,000.00 I $1,000.00 2 $2,000.00
2104.521 SALVAGE WOOD FENCE 6 LIN Ff $15.00 20 $300.00 20 $300.00 I
2104523 SALVAGE TYPE C SIGN EACH I $250.00 I $250.00
2104.523 SALVAGE VEHlCULAR GATE 6 EACH $2,750.00 I $2,750.00 I $2,750.00
2104523 SALVAGE CASTING EACH $250.00 2 $500.00 I $250.00 I $250.00
2104.523 SALVAGE CONCRETE APRON (48") EACH $600.00 I $600.00 I $600.00
2104.602 SALVAGE TRASHGUARD (48") EACH $150.00 I $150.00 I $150.00
2105.501 COMMON EXCAVATION (EV) (P) CUYD $1.25 9923 $12,403.75 1834 $2,292.50 3128 $3,910.00 4961 $6,201.25
2105.502 SUBGRADE EXCAVATION (BV) (P) CUYD $1.65 12246 $20,205.90 2355 $3,885.75 3768 $6,217.20 6123 $10,102.95
2105.522 SELECT GRANULAR BORROW MOD (CV) (P) CUYD $1.70 14349 $24.393.30 3682 $6,259.40 2637 $4,482.90 8030 $13,651.00
2105.523 COMMON BORROW (CV) CUYD $1.25 4000 $5,000.00 2000 $2,500.00 2000 $2,500.00
2211.503 AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED) (P) CUYD $19.45 6584 $128,058.80 1689 $32,851.05 1210 $23,534.50 3685 $71,673.25
2232.501 MILL BITUMINOUS PAVEMENT (2.0") SQYD $5.50 1431 $7,870.50 1431 $7.870.50
2232.604 MILL BITUMINOUS PAVEMENT (SPECIAL) 8 SQYD $11.00 600 $6,600.00 600 $6,600.00
2350.501 TYPE MY 3 WEARING COURSE MIXTURE (E) TON $40.75 4709 $191,891.75 1161 $47.310.75 813 $33,129.75 2735 $111,451.25
2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TON $30.00 3215 $96.450.00 838 $25,140.00 610 $18,300.00 1767 $53,010.00
2422.618 CONCRETE RETAINING WALL SQFf $29.00 1526 $44,254.00 763 $22,127.00 763 $22,127.00
2501.515 15" RC PIPE APRON EACH $302.00 I $302.00 , I $302.00
2501.515 27" RC PIPE APRON EACH $435.00 I $435.00 I $435.00
2501.573 INSTALL PIPE APRON (48") EACH $450.00 I $450.00 I $450.00
Preliminary Schedule I 1 4/15/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 79 EXHIBIT A
WSB Project: County Road 79
Project Location: Shakopee, MN
WSB Project No: 1634-00
Opinion of Probable Cost
Countryside Development School District Storm Sewer City
CR79 CR79 Scott County City of Shako pee CR79 Trunk Storm Sewer
North of17th Ave West Half South CR79 CR79 50% Scott Countyl 100% City
of17thAve 50% City of Shako pee
Proiect Total
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number Descrintion Notes Unit Price Ouantitv Cost Ouantitv Cost ouantitv Cost Ouantitv Cost . Ouantitv Cost Ouantitv Cost ouantitv Cost
2501.602 INSTALL TRASH GUARD (48") EACH $200.00 1 $200.00 1 $200.00
2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $263.00 1 $263.00 1 $263.00
2501.602 TRASH GUARD FOR 27" PIPE APRON EACH $530.00 1 $530.00 1 $530.00
2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $17.95 1512.4 $27,147.58 1512.4 $27,147.58
2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $19.50 583.5 $11.378.25 583.5 $11,378.25
2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $22.25 763 $16,976.75 763 $16,976.75
2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $23.75 159 $3,776.25 159 $3,776.25
2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $30.00 225 $6,750.00 225 $6,750.00
2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $29.00 24 $696.00 24 $696.00
2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $42.60 69 $2,939.40 69 $2.939.40
2503.541 48" RC PIPE SEWER DESIGN 3006 CLASS N LIN FT $83.00 334 $27,722.00 64 $5,312.00 270 $22,410.00
2503.541 48" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $116.00 18 $2,088.00 18 $2,088.00
2504.602 ADJUST HYDRANT AND GATE VALVE I EACH $650.00 1 $650.00 I $650.00
2504.602 RAISE WATERMAIN 10 EACH $3.500.00 I $3,500.00 I $3,500.00
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN G LIN FT $345.00 35.53 $12,257.85 35.53 $12,257.85
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $305.00 151.57 $46,228.85 151.57 $46,228.85
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $446.00 26.32 $11,738.72 26.32 $11.738.72
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT $607.00 7.04 $4,273.28 7.04 $4.273.28
2506.50 I CONSTRUCT DRAINAGE STRUCTURE DESIGN 102-4020 LIN FT $715.00 38.15 $27,277.25 38.15 $27,277.25
..
2506.501 INSTALL CASTING EACH $350.00 2 $700.00 1 $350.00 I $350.00
2506.602 CONST DRAINGE STRUCTURE DESIGN SPEC I EACH $11,000.00 I $11,000.00 I $11,000.00
2506.602 CONNECT INTO EXISTING STORM SEWER 4 EACH $600.00 2 $1,200.00 2 $1,200.00
2506.602 CONNECT TO EXISTING DRAINAGE STRUCTURE 5 EACH $600.00 I $600.00 I $600.00
2511.501 RANDOM RIPRAP CLASS III CUYD $75.00 5.3 $397.50 5.3 $397.50
.--
2511.501 RANDOM RIPRAP CLASS N CUYD $75.00 23.2 $1,740.00 23.2 $1.740.00
2511.515 GEOTEXTILE FILTER, TYPE N SQYD $1.00 45.4 $45.40 10.6 $10.60 34.8 $34.80
2521.501 4" CONCRETE WALK (SIDEWALK) SQFT $2.50 860 $2,150.00 860 $2,150.00
2521.501 4" CONCRETE WALK (MEDIAN) SQFT $2.25 830 $1,867.50 830 $1,867.50
2521.511 3" BITUMINOUS WALK SQFT $1.40 33420 $46,788.00 1720 $2,408.00 31700 $44,380.00
.
2531.50 I CONCRETE CURB & GUTTER, DESIGN B612 LIN FT $12.00 50 $600.00 50 $600.00
2531.50 I CONCRETE CURB & GUTTER, DESIGN B618 LIN FT $8.00 500 $4,000.00 500 $4,000.00
2531.50 I CONCRETE CURB & GUTTER, DESIGN B424 LIN FT $8.50 6774 $57,579.00 434 $3,689.00 80 $680.00 3130 $26,605.00 3130 $26.605.00
2531.602 PEDESTRIAN CURB RAMP (TRUNCATED DOME) EACH $250.00 7 $1,750.00 4 $1,000.00 2 $500.00 I $250.00
2531.602 CONCRETE MEDIAN NOSE, DESIGN 7113 EACH $750.00 2 $1,500.00 2 $1,500.00
2540.602 MAILBOX SUPPORT 12 EACH _t I $150.00 I $150.00
2545.603 1.25" PVC CONDUIT (INSTALL) 9 LIN FT $3.00 2710 $8,130.00 1355 $4,065.00 1355 $4,065.00
2545.603 2" PVC CONDUIT (INSTALL) 9 LIN FT $3.00 1032 $3,096.00 258 $774.00 774 $2,322.00
2545.603 3" PVC CONDUIT (INSTALL) 9 LIN FT $4.00 1249 $4,996.00 258 $1.032.00 991 $3.964.00
2545.603 4" PVC CONDUIT (INSTALL) 9 LIN FT $4.00 477 $1,908.00 477 $1,908.00
2554.501 TRAFFIC BARRIER DESIGN B8307 LIN FT $42.50 37.5 $1.593.75 37.5 $1,593.75
2554.501 TRAFFIC BARRIER DESIGN SPECIAL LIN FT $113.00 25 $2,825.00 25 $2,825.00
Preliminary Schedule I 2 4/15/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 79 EXHIBIT A
WSB Project: County Road 79
Project Location: Shakopee, MN
WSB Project No: 1634-00
Opinion of Probable Cost
Countryside Development School District Storm Sewer City
CR79 CR79 Scott County City of Shako pee CR79 Trunk Storm Sewer
North of17th Ave West Half South CR79 CR79 50% Scott County! 100% City
of17th Ave 50% City of Shako pee
Proiect Total
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number Descriution Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost
2554.521 ANCHORAGE ASSEMBLY - PLATE BEAM EACH $525.00 1 $525.00 1 $525.00
2554.602 ENERGY ABSORBING TERMINAL 2 EACH $2,850.00 1 $2,850.00 1 $2,850.00
2557.501 WIRE FENCE DESIGN 48V-9322 LIN IT $35.00 184 $6,440.00 92 $3,220.00 92 $3,220.00
2563.601 TRAFFIC CONTROL LUMP SUM $10,100.00 1.00 $10,100.00 0.19 $1,919.00 0.20 $2,020.00 0.39 $3,939.00 0.03 $303.00 0.14 $1,414.00 0.05 $505.00
2564.537 INSTALL SIGN TYPE C EACH _t 1 $300.00 1 $300.00
2564.554 SNOW PLOW MARKER X4-5 EACH $60.50 3 $181.50 3 $181.50
2564.602 PAVEMENT MESSAGE (LT ARROW) - EPOXY EACH $90.00 7 $630.00 3 $270.00 4 $360.00
2564.602 PAVEMENT MESSAGE (RT ARROW) - EPOXY EACH $90.00 4 $360.00 1 $90.00 2 $180.00 1 $90.00
2564.602 PAVEMENT MESSAGE (RT-THRU ARROW) - EPOXY EACH $140.00 4 $560.00 2 $280.00 2 $280.00
2564.603 4" SOLID LINE WHITE - EPOXY LIN IT $0.24 10620 $2,548.80 1050 $252.00 840 $201.60 8730 $2,095.20
2564.603 4" SOLID LINE YELLOW - EPOXY LIN IT $0.25 360 $90.00 360 $90.00
2564.603 4" BROKEN LINE WHITE - EPOXY LIN IT $1.00 75 $75.00 75 $75.00
2564.603 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN IT $0.50 5140 $2.570.00 2210 $1,105.00 2190 $1,095.00 740 $370.00
2564.603 24" SOLID LINE YELLOW - EPOXY LIN IT $5.00 300 $1.500.00 120 $600.00 180 $900.00
2564.618 SIGN PANELS, TYPE C SQIT $22.75 170 $3,867.50 87 $1,979.25 55 $1,256.94 28 $631.31
2573.502 SILT FENCE, TYPE MACHINE SLICED LIN IT $UO 2550 $2,805.00 2050 $2,255.00 500 $550.00
2573.530 INLET PROTECTION, TYPE A EACH $35.00 5 $175.00 1 $35.00 4 $140.00
2573.530 INLET PROTECTION, TYPE C EACH $30.00 35 $1,050.00 16 $480.00 14 $420.00 5 $150.00
2575.501 SEEDING ACRE $500.00 5.24 $2,621.82 3.52 $1,758.31 1.73 $863.51
2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQYD $1.75 7103 $12.430.25 2485 $4.348.75 4618 $8,081.50
2575.608 SEED MIXTURE 250 POUND $0.01 309 $3.09 246 $2.46 63 $0.63
2575.608 SEED MIXTURE 310 POUND $4.80 38 $182.40 38 $182.40
2575.608 SEED MIXTURE 340 POUND $0.01 20 $0.20 20 $0.20
2575.505 SODDING, TYPE SALT RESISTANT SQYD $2.05 14597 $29,923.85 3122 $6,400.10 7200 $14,760.00 4275 $8,763.75 .
2575.511 MULCH MATERIAL, TYPE 1 TON $0.01 7.55 $0.08 6.01 $0.06 1.55 $0.02
2575.532 COMMERCIAL FERT ANALYSIS 22-5-10 POUND $0.01 1835 $18.35 1231 $12.31 604 $6.04
2575.605 DISK ANCHORING ACRE $0.01 3.78 $0.04 3.00 $0.03 0.77 $0.01
SUBTOTAL $1,086,263.20 $201,295.47 $220,063.29 $422,273.46 $31,273.00 $155,237.73 $56,120.25
Storm Sewer $77,618.87 Storm Sewer $77,618.87
Total $499,892.33 Total $108,891.87
CONSTRUCTION SUBTOTAL $1,086,263.20 $201,295.47 $220,063.29 $499,892.33 $108,891.87 $56,120.25
ADDITIONAL ITEMS
1 1 1 II I 1 1 II 1 II 1 II 1 II
1 I LIGHTING UNIT - TYPE SPECIAL I I $3,000.00 II 5 I $15,000.00 1 2 1 $6,000.0011 1 II 31 $9,000.0011 II
I II I II II II II 1
I GRAND TOTALII $1,101,263.201 $201,295.471 $226,063.2911 $499,892.3311 $117,891.8711 II $56,120.251
Preliminary Schedule I 3 4/15/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 79 EXHIBIT A
WSB Project: County Road 79
Project Location: Shakopee, MN
WSB Project No: 1634-00
Opinion of Probable Cost
Countryside Development School District Storm Sewer City
CR79 CR79 Scott County City of Shakopee CR79 Trunk Storm Sewer
North of 17th Ave West Half South CR79 CR79 50% Scott County! 100% City
of17th Ave 50% City of Shakopee
Project Total
TAB SHEET Item Unit Estimated I Estimated Estimated I Estimated Estimated I Estimated Estimated I Estimated Estimated I Estimated Estimated I Estimated Estimated I Estimated
No. Number Descrintion Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantity Cost Ouantity Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost
TOTALCR 79
Countyside Development--North of17th Ave $201,295.47
School District--South of 17th Ave $226,063.29
Scott County $499,892.33
City of Shakopee $117,891.87
City Trunk line $56,120.25
City Trunk line
$1,101,263.20
NOTES: BASIS FOR OUANTITIES
1. ADJUST HYDRANT AND GATE VALVE STA 385+82 RT BITUMINOUS........ .... .... .............IIOLBS/SYIIN
2. END TREATMENT TO BE ET-2000 ENERGY ABSORBING TERMINAL AG BASE CL 5.......................105 LBS/SYIIN
3. RAISE HYDRANT AND VALVE BOX STA 371+79 RT TACK COAT
4. STA 374+3363' RT, STA 374+2955' LT, STA 556+07.2 (17TH AVE) 47' LT MILLED SURFACE...................O.IO GAUSY
5. 399+44.623.94' LT BETWEEN NEW LA YERS.......0.07 GAUSY
6. STA 368+95 RT SEED MIXTURE 250...............70 LBS/ACRE
7. STA374+34-64'RT, STA554+53 (17TH AVE) AND STA 556+07.2 (17TH AVE) SEED MIXTURE 310..............82 LBS/ACRE
8. PROFILE MILL SEED MIXTURE 340...........845 LBS/ACRE
9. CONDUIT TO BE FURNISHED BY SPUC AND INSTALLED BY THE CONTRACTOR MULCH TYPE I ..........................2 TON/ACRE
10. RAISE WATERMAIN INCLUDES: SALVAGE AND INSTALL HYDRANT AND VALVE, COM FERT 22-5-10................350 LBS/ACRE
RAISING THE W ATERMAIN TO 7.5' OF COVER AND ALL NECESSARY FITTINGS
II. INCLUDES REMOVAL OF STREET SIGNS AND SNOW PLOW MARKERS
12. CONTRACTOR TO SALVAGE MAILBOX, F&I NEW POST AND REATTACH MAIL BOX AND PAPER BOX
Preliminary Schedule I 4 4/15/2005
REIMBURSEMENT AGREEMENT
THIS AGREEMENT, made and entered into this day of ,2005, by and
between the City of Shakopee, a body politic and corporate under the laws of the State of Minnesota,
hereinafter referred to as the "City" and Independent School District Number 720, a political subdivision ofthe
State of Minnesota, hereinafter referred to as the "School District".
RECITALS
1. The Shakopee City Council, by Resolution No. 6183 adopted on February 15, 2005, granted
preliminary plat approval to for a development known as Countryside ("Development"). Tollefson
Development, Inc. ("Tollefson") is the developer of the Development, which is generally located south
of Trunk Highway 169, West of County Road 77 and east of County Road 15.
2. The School District will be constructing a school on the south side of 17th Avenue adjacent to the
Countryside Development.
3. The City and Tollefson have entered into an agreement by which Tollefson will construct public
improvements, including streets, sanitary sewer, storm sewer, water system, sidewalks, trails, and street
lighting and electrical systems ("Public Improvements") in the following locations:
17th A venue from CSAH 15 to CSAH 79;
CSAH 79 from Highway 169 to approximately 2000 feet south of 1 ih Ave.;
CSAH 77 from Highway 169 to approximately 2000 feet south of 17th Ave
The Public Improvements are needed to provide the required public infrastructure to serve the
Development and a portion of the Public Improvements are needed for the future school.
4. The School District has expressed its willingness to participate in the costs for a portion ofthe Public
Improvements. The City and the School District desire to enter into this agreement to set forth the
terms and conditions under which the School District will reimburse the City for the School
District's share of those costs.
NOW, THEREFORE, IT IS HEREBY AGREED:
I
1
All work shall be completed under the direction of the City, consistent with the plans and specifications
approved by the City on ,2005. The City shall inspect the construction ofthe work.
II
The School District will reimburse the City Treasurer $140,385.25 for the construction costs of the
improvements to the east half of County Road 77 south of 1 ih A venue, and $226.063.29 for the construction
costs for the portion of County Road 79 south of 17th Avenue and $31.148.12 for engineering and administrative
costs relating to the Project ("Reimbursement Amount"). The Reimbursement Amount will be paid upon
request by the City on a monthly basis based on the work performed by Tollefson for the preceding month.
In the event of any changes to the approved plans and specifications that result in a change in the costs of
construction of the portion of the Public Improvements being paid by the School District, Tollefson's project
engineer for the Subdivision shall compute the total amount of such costs by reference to the unit costs and
quantities in the approved plans and specifications or, in the event the change to the work involves items for
which no unit costs or quantities are contained in the approved plans and specifications, such costs shall be
definitively determined by the additional charge made by Tollefson's contractor(s) as approved by the City
Engineer. Any increase or decrease in the Reimbursement Amount shall be based on the percentage that the
School District is paying for that portion of the work being changed.
III
The construction of the Public Improvements shall be under the general supervision and direction of the
City. The City Engineer shall cooperate with the School District to the extent necessary.
IV
Neither the School District, its officers, agents or employees, either in their individual or official capacity,
shall be responsible or liable in any manner to the City for any claim, demand, action or cause of action of any
kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance
or nonperformance of the hereinbefore described maintenance, restoration, repair or replacement work by the
City, or arising out of the negligence of any contractor under any contract let by the City for the performance of
said work; and the City agrees to defend, save and keep said School District, its officers, agents and employees
harmless from all claims, demands, actions or causes of action arising out of negligent performance by the City,
its officers, agents or employees. Each Party shall maintain public liability coverage protecting itself, its Board,
officers, agents, employees and duly authorized volunteers against any usual and customary public liability
claims in amounts which shall, at a minimum, comply with Minn. Stat. 466.04 and Workers' Compensation and
2
shall be in accordance with the Minnesota statutory requirements. Said policies shall be kept in effect during
the entire term of this Agreement.
V
It is further agreed that neither the City, its officers, agents or employees, either in their individual or official
capacity, shall be responsible or liable in any manner to the School District for any claim, demand, action or
cause of action of any kind or character arising out of, allegedly arising out of or by reason of the performance,
negligent performance or nonperformance of the hereinbefore described maintenance, restoration, repair or
replacement work by the School District, or arising out ofthe negligence of any contractor under any contract let
by the School District for the performance of said work; and the School District agrees to defend, save and keep
said City, its officers, agents and employees harmless from all claims, demands, actions or causes of action
arising out of negligent performance by the School District, its officers, agents or employees.
VI
It is further agreed that each party to this agreement shall not be responsible or liable to the other or to any
other person whomsoever for any claims, damages, actions, or causes of actions of any kind or character arising
out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of
any work or part hereof by the other as provided herein; and each party further agrees to defend at its sole cost
and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever
character arising in connection with or by virtue of performance of its own work as provided herein.
VII
It is further agreed that any and all employees of the City and all other persons engaged by the City in the
performance of any work or services required or provided herein to be performed by the City shall not be
considered employees, agents or independent contractors of the School District, and that any and all claims that
mayor might arise under the Workers' Compensation Act or the Unemployment Compensation Act of the State
of Minnesota on behalf of said City employees while so engaged any and all claims made by any third parties as
!
a consequence of any act or omission on the part of said City employees while so engaged in any of the work or
services provided to be rendered herein 5hall be the Bole reBponBibility of the City shaH in no w"'y be the
obligation or responsibility ofthe School District.
Any and all employees of the School District and all other persons engaged by the School District in the
performance of any work or services required or provided for herein to be performed by the School District shall
not be considered employees, agents or independent contractors ofthe City, and that any and all claims that may
or might arise under the Workers' Compensation Act or the Unemployment Compensation Act of the State of
3
Minnesota on behalf of said School District employees while so engaged and any and all claims made by any
third parties as a consequence of any act or omission on the part of said School District employees while so
engaged in any of the work or services provided to be rendered herein shall be the sole responsibility of the
School District and shall in no way be the obligation or responsibility of the City.
VIII
The provisions of Minn. Stat. Sec. 181.59 and of any applicable local ordinance relating to Civil Rights and
discrimination and the affirmative action policy statement of the School District shall be considered a part of
this agreement as though fully set forth herein.
4
IN TESTIMONY WHEREOF, The parties hereto have caused this agreement to be executed
by their respective duly authorized officers as ofthe day and year first above written.
CITY OF SHAKOPEE
By
Its Mayor
By
Its City Administrator
By
Its City Clerk
Independent School District Number 720
By
Its Superintendent
By
School Board Chair
5
COOPERATIVE AGREEMENT
THIS AGREEMENT, made and entered into this day of , 2005, by and
between the City of Shakopee, a body politic and corporate under the laws of the State of Minnesota,
hereinafter referred to as the "City" and the County of Scott, a body politic and corporate under the laws of
the State of Minnesota, hereinafter referred to as the" County".
RECITALS
1. The Shakopee City Council, by Resolution No. 6183 adopted on February 15, 2005, granted
preliminary plat approval to for a development known as Countryside ("Development"). Tollefson
Development, Inc. ("Tollefson") is the developer of the Development, which is generally located south
of Trunk Highway 169, West of County Road 77 and east of County Road 15.
2. The City and Tollefson have entered into an agreement by which Tollefson will construct public
improvements, including streets, sanitary sewer, storm sewer, water system, sidewalks, trails, and street
lighting and electrical systems ("Public Improvements") in the following locations:
17th Avenue from CSAH 15 to CSAH 79;
CSAH 79 from Highway 169 to approximately 2000 feet south of 17th Ave.;
CSAH 77 from Highway 169 to approximately 2000 feet south of 1 ih Ave
The Public Improvements are needed to provide the required public infrastructure to serve the
Development.
3. The County has expressed its willingness to participate in the costs for a portion of the Public
Improvements. The County's willingness to participate in a portion of the costs for 17th A venue is
based on the premise that 1 ih A venue will ultimately be turned over to the County. The City and the
County desire to enter into this agreement to set forth the terms and conditions under which the
County will reimburse the City for the County's share of those costs.
NOW, THEREFORE, IT IS HEREBY AGREED:
1
I
All work shall be completed under the direction of the City, consistent with the plans and specifications
approved by the City on ,2005. The City shall inspect the construction of the work.
II
The County will reimburse the City Treasurer $575.202.10 for the construction costs of the median and
storm sewer for the median in 1 ih Avenue and $499.892.33 for the construction costs for County Road 79
("Reimbursement Amount"). 90% of Reimbursement Amount will be paid upon request by the City after
construction on the project begins. The remaining 10% balance amount shall be paid by the County to the City
upon the County's approval of all work completed as part of the project and upon entering into a written
agreement between the City and the County with respect to the turn back of 17th A venue to the County.
In the event of any changes to the approved plans and specifications that result in a change in the costs of
construction of the portion of the Improvements being paid by the County, Tollefson's project engineer for the
Subdivision shall compute the total amount of such costs by reference to the unit costs and quantities in the
approved plans and specifications or, in the event the change to the work involves items for which no unit costs
or quantities are contained in the approved plans and specifications, such costs shall be definitively determined
by the additional charge made by Tollefson's contractor(s) as approved by the City Engineer. Any increase or
decrease in the Reimbursement Amount shall be based on the percentage that the County is paying for that
portion ofthe work being changed.
III
The construction of the Public Improvements shall be under the general supervision and direction of the
City. The City Engineer shall cooperate with the County Engineer and his staff at their request to the extent
necessary.
IV
Neither the County, its officers, agents or employees, either in their individual or official capacity, shall be
responsible or liable in any manner to the City for any claim, demand, action or cause of action of any kind or
character arising out of, allegedly arising out of or by reason of the performance, negligent performance or
nonperformance of the hereinbefore described maintenance, restoration, repair or replacement work by the City,
or arising out of the negligence of any contractor under any contract let by the City for the performance of said
work; and the City agrees to defend, save and keep said County, its officers, agents and employees harmless
2
from all claims, demands, actions or causes of action arising out of negligent performance by the City, its
officers, agents or employees. Each Party shall maintain public liability coverage protecting itself, its Board,
officers, agents, employees and duly authorized volunteers against any usual and customary public liability
claims in amounts which shall, at a minimum, comply with Minn. Stat. 466.04 and Workers' Compensation and
shall be in accordance with the Minnesota statutory requirements. Said policies shall be kept in effect during
the entire term of this Agreement.
V
It is further agreed that neither the City, its officers, agents or employees, either in their individual or official
capacity, shall be responsible or liable in any manner to the County for any claim, demand, action or cause of
action of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent
performance or nonperformance of the hereinbefore described maintenance, restoration, repair or replacement
work by the County, or arising out of the negligence of any contractor under any contract let by the County for
the performance of said work; and the County agrees to defend, save and keep said City, its officers, agents and
employees harmless from all claims, demands, actions or causes of action arising out of negligent performance
by the County, its officers, agents or employees.
VI
It is further agreed that each party to this agreement shall not be responsible or liable to the other or to any
other person whomsoever for any claims, damages, actions, or causes of actions of any kind or character arising
out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of
any work or part hereof by the other as provided herein; and each party further agrees to defend at its sole cost
and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever
character arising in connection with or by virtue of performance of its own work as provided herein.
VII
It is further agreed that any and all employees of the City and all other persons engaged by the City in the
performance of any work or services required or provided herein to be performed by the City shall not be
considered employees, agents or independent contractors of the County, and that any and all claims that mayor
might arise under the Workers' Compensation Act or the Unemployment Compensation Act of the State of
Minnesota on behalf of said City employees while so engaged any and all claims made by any third parties as a
consequence of any act or omission on the part of said City employees while so engaged in any of the work or
services provided to be rendered herein shall be the sole responsibility of the City shall in no way be the
obligation or responsibility ofthe County.
3
Any and all employees of the County and all other persons engaged by the County in the performance of any
work or services required or provided for herein to be performed by the County shall not be considered
employees, agents or independent contractors of the City, and that any and all claims that mayor might arise
under the Workers' Compensation Act or the Unemployment Compensation Act of the State of Minnesota on
behalf of said County employees while so engaged and any and all claims made by any third parties as a
consequence of any act or omission on the part of said County employees while so engaged in any of the work
or services provided to be rendered herein shall be the sole responsibility of the County and shall in no way be
the obligation or responsibility ofthe City.
VIII
The provisions of Minn. Stat. Sec. 181.59 and of any applicable local ordinance relating to Civil Rights and
discrimination and the affirmative action policy statement of Scott County shall be considered a part. of this
agreement as though fully set forth herein.
4
IN TESTIMONY WHEREOF, The parties hereto have caused this agreement to be executed
by their respective duly authorized officers as of the day and year first above written.
CITY OF SHAKOPEE
By
Its Mayor
By
Its City Administrator
By
Its City Clerk
COUNTY OF SCOTT
By
David Un macht, County Administrator
By
Chair of Its County Board
Upon proper execution, this agreement RECOMMEND FOR APPROV AL:
will be legally valid and binding.
By By
Pat Ciliberto, County Attorney County Highway Engineer
Date Date
APPROVED AS TO EXECUTION:
By
Pat Ciliberto, County Attorney
Date
5
Apri114,2005
Mr. Bruce Loney, P.E.
Public Works Director/City Engineer
City of Shakopee
129 Holmes Street S.
Shakopee,~ 55379-1376
Re: Estimate of Cost to Provide Construction Engineering Services
1 ih A venue Extension from CR 79 to CSAH 15
CR 79 and CR 77 from 2000 ft. South of 1 ih A venue to TH 169
City of Shakopee
WSB Project No. 1566-06
Dear Mr. Loney:
According to our Agreement for Professional Services within the City of Shakopee and Section I-C-
2 (Major Projects), this extension agreement is written to provide you with an estimate of cost for
construction engineering services for the above-referenced project. We are proposing to complete
the work as detailed on the attached scope of services, Exhibit A.
The attached work plan describes the approach and tasks proposed to be completed by WSB &
Associates, Inc. (WSB). It should be noted that the work plan includes construction management
services (as needed) and construction surveying services for that portion of the project that will be
part of the above-referenced County and City roadway system.
Weare proposing to complete this work on a cost-reimbursable basis as necessary in accordance
with our current fee schedule. As you are aware, construction work is somewhat variable
depending on the Contractor and actual field conditions. We have estimated a fee for providing
construction engineering services in the range of$135,000 to $155,000.
Weare available to begin the work plan as soon as authorized by the City, and we anticipate
completing the project according to the following schedule, assuming that we receive the notice to
proceed.
We would propose to complete the project according to tentative schedule noted as follows:
Begin construction services ........................................................................... April 20, 2005
Substantial completion. ............ ...... ..................... ............ ..................... ..November 15, 2005
Final construction completion...... ............... ............... ....... ........ ...................... June 30, 2006
Contract finalization and closeout.. ....................................... ...... ......... ........... July 31, 2006
C:\Documents and SettingsIBLoneylLocal SettingslTemporary Internet FilesIOLK4D3\LTR-bloney-041J05.doc
Mr. Bruce Loney
April 14, 2005
Page 2
The City of Shakopee agrees to reimburse WSB & Associates, Inc. for these services in accordance
with Section N of the Agreement for Professional Services on a cost reimbursable basis. If this
agreement meets with your approval, please sign below and return one copy to our office.
Sincerely,
WSB & Associates, Inc.
Donald W. Sterna, P.E.
Vice President
Enclosure
Ih
City, Administrator
City Clerk
Mayor
Date
C:\Documents and SettingsIBLoneylLocal SettingslTemporary Internet FilesIOLK4D3ILTR-bloney-041105.doc
Exhibit A
1 ih Avenue Extension from CR 79 to CSAH 15
County Road 79 and 77
From 2000 ft. south of 17th A venue to TH 169
WORK PLAN
. Construction Administration
This task includes construction management and coordination of all WSB work tasks,
establishment and monitoring of budgets, and correspondence with the City of Shakopee,
Scott County, S.P.D.C., School District, and Tollefson Development on a periodic basis.
The construction manager will provide technical direction on all aspects ofthe project
design and attend weekly meetings if requested. The City of Shakopee will run the weekly
construction meeting and provide the weekly meeting minutes. The City of Shakopee will
be responsible for any monthly work completed to date and summary of quantities for
monthly payment vouchers.
. Construction Observation
All construction observation will be performed by the City of Shakopee. WSB construction
staff is available to assist the City if so requested and would perform these services as an
extra to this contract if so requested.
. Construction Survevim:!
WSB will provide a survey crew to do all construction staking for this proj ect, including
construction limits, roadway grading, alignments, storm sewer utility, street facilities and
appurtenances, signage locations, and any other survey needs for this project for the work
identified in the construction plans as prepared by WSB & Associates, Inc. for 17th Avenue
and County Road 79 and 77. All ofthe roadway subgrade, watermain, and sanitary sewer
within the County roadway right-of-way will be the responsibility of Tollefson
Development.
. Material Testine
Material testing will be performed by the City and/or the City's designated testing firm. The
City of Shakopee will be responsible for coordinating the testing and the costs of the
material testing.
. Record Drawin2:s
This task includes surveying the field constructed utilities, and other constructed
improvements to record the field constructed locations and elevations ofthe new facilities
within the County roadway right-of-way. Once the field survey is complete, WSB will
revise the construction plans to reflect the field constructed conditions and provide record
drawing documents for future use by the City and County. We have included CADD and
survey time in our work plan to compete the record drawings to a digital format.
C:\Documents and SettingsIBLoneylLocal SettingslTemporary Internet Files IOLK4D3 IExhibit A - Work Plan.doc
~ Estimate of Services
WS B 17 th Avenue, County Roads 77 & 79 Construction services
SHAKOPEE, MINNESOTA
& Associates, Inc,
Date 4/12/05
Estimated Hours
DETAIL DESIGN Project I Project I Project I Design I I Survey I Survey I
Manager Manager Engineer 1 Engineer 1 CADD Crew Crew Total
Principal Associate Supervisor Tech Tech V 2-Person 3-Person Clerical Hours Cost
Task No. Description ;~~ l~
-1- PROJECTMANAGEMENT/ADMISTRATION 24 4 60 __ ____ -_. -. =...~..-.... 4----- -~--$-~,116.00
2 OFFICE DESIGN 2 2 24 16 2 46 $ 6,526.00
3 FIELD SURVEYS -~ - =--==~=-- 620 --=~== - 620 ~ $ 93,000.00
4 OFFICE SURVEY 2 4 12 12 16 ~__~____ __ ____ 46 $ 8,772.00
5 RECORD DRAWINGI SURVEY 4 2 4 40 24 . 60 2 136 $ 15,950.00
Total Hours 32 I 12 100 I 68 I 40 I 60 I 620 8 940 $ 138,364.00
ourly Costs 69.00 I 126.00 I 150.00 I
Labor Costs $2,760.00 I $7,560.00 $93,000.00 $ 138,364.00
Expenses _____~_____ __ _~__ _____________
Miscellaneous Hubs and Lath $1,850.00
--~----~-- -- -- Record Drawing Mylar --- $200.00
Total Expenses $2,050.00
IITotal Labor and Expenses I I i $ 140,414.00 I
17 th Avenue Cr 77 79 survey Rev. 4-08-99 4/14/2005
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