HomeMy WebLinkAbout15.B.2. Consider Approval of Agreement for 17th Ave with Developer of Countryside, I.S.D. #720 and Scott Co.
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CITY OF SHAKOPEE
Memorandum CONSENT
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.R. 169 to 2000 Feet
South of 1 ih Avenue with the Developer of Countryside,
I.S.D. District #720 and Scott County
DATE: May 3, 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 (I.S.D.) #720 for cost
sharing of roadway improvements to 17th A venue, from CSAH 15 to C.R. 79; and C.R.
77 and c.R. 79, from T.R. 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 17th Avenue, 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 I.S.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.R. 169 to 2000 feet south of 1 ih
Avenue. 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
I.S.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 17th 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 b6' 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 turnback of C.R. 77 and CSAH 16, from CSAH 17 to
C.R. 83 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 8~% 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 1 ih Avenue, c.R. 77 and C.R.
79 with cost splits of the improvements to the various parties involved. A cost split
summary of these 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 17th A venue, 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 Shakopee 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 1 ih A venue will
ultimately be a County road and also on C.R. 79. The street lighting on 1 ih Avenue will
match street lighting on 17th 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.
In the City's adopted Street Lighting Policy, the City Council can review installation of
street lights along a County road on a case by case basis. Staff is proposing the street
lighting on 1 ih Avenue, C.R. 79 and C.R. 77 for the reason previously stated. If Council
wants a different street lighting plan on County highways, the Council can change the
design.
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 1 ih 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
proj ect. 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 1 ih 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 MnlDOT 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 Shako pee 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.R. 169 to 2000 feet south of 17th Avenue. Motion to
authorize the appropriate city officials to execute the agreement with Tollefson,
subject to the County Board and School District Board approving their
reimbursement agreements with the City.
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. Approve a motion to install street lighting on C.R. 77,C.R. 79 and lih Avenue as
proposed or with Council modifications.
6. 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.R. 169 to 2000 feet south of 17th Avenue. The agreement
with Tollefson is contingent to the County and School District approving the agreements.
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. Street lighting along County
highways should be approved by Council, as per the Street Lighting Policy, and also for
SPUC to contribute to the operation and maintenance costs of street lights.
ACTION REQUESTED:
1. Authorize the appropriate City officials to execute an agreement between
Tollefson Development, me. 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 17th A venue, from CSAH 15 to C.R. 79 and C.R.
77 and C.R. 79, from T.R. 169 to 2000 feet south of 1 ih Avenue. Motion to
authorize the appropriate city officials to execute the agreement with Tollefson,
subject to the County Board and School District Board approving their
reimbursement agreements with the City.
2. Authorize the appropriate City officials to enter into an extension agreement with
WSB & Associates, me. for surveying, contract administration and record
drawing for 1 ih Avenue, c.R. 77 and C.R. 79 improvements.
3. Approve a motion approving the installation of street lights along c.R. 77, C.R.
79 and 1 ih Avenue.
Public Works Director
BUpmp
ENGRl2005PRomCT/17THA VElWORD/REIMBURSEAGREEMENTS
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 shall have 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) "hnprovements" - 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 Avenue 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 A venue 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 17th 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.
II. 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 XII, below, and shall payor provide for payment
of the installation of the Street Light Improvements and Other Public Utilities.
m. 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 shall be the fixed sum (subject only to adjustment pursuant to the provisions of
Section XII below) of $1,886,682.24 (the "Reimbursement Amount"). Ratable portions of the
Reimbursement Amount shall be paid to Tollefson monthly, within 30 days after review and
approval by the City Engineer of the portion of the Improvements completed during the
preceding month.
N. 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
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($1,988,676.76), together with such costs of City inspection and administration pursuant to
applicable City policies, with said cash, certified letter of credit, or contract bond to be submitted
before construction of the hnprovements 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 hnprovements. 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 hnprovements, the deposit plus all accrued interest shall be returned to Tollefson.
V. "Completion" of Street Light hnprovements For all purposes, including but not
limited to the issuance of certificates of occupancy (conditional or permanent), the City shall
consider the Street Light hnprovements to have been improved upon Tollefson entering into an
agreement with Shakopee Public Utilities as to such Street Light hnprovements 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 hnprovements are substantially complete, as
determined by the City Engineer; however, no permanent certificate of occupancy shall be issued
until the hnprovements 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 the
administrative and inspection costs in accordance with the City's annual fee schedule as applied
to Tollefson's share ($1,988,676.76) ofthe costs of the hnprovements. 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 hnprovements.
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2) The City will provide the necessary inspection of all Improvements.
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.
Vli. 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 <?f 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).
Xl. 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 ofthe City's approval of the Improvements.
Xli. 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 change 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) ("Cost
Modification") as approved by the City Engineer. The Reimbursement Amount to be paid by the
City shall be ratably adjusted if any such Plan change and resulting Cost Modification relates to
a construction item which is part of the portion of the Improvements being reimbursed by City to
Tollefson pursuant to this Agreement, as set forth in Exhibit A.
Xli. General
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(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
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 ofthe parties hereto are as follows:
lfto the City City Administrator
City Hall
129 Holmes Street South
Shakopee, MN 55379
lfto 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 and 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
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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 thejudgment of
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.
(F) Approval by Governmental Agencies Tollefson will not begin work or
construction on any of the Improvements without first having obtained approval from the
appropriate governmental agencies.
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
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ENGINEER'S ESTIMATE - 17TH AVENUE EXHIBIT A
IIHIlii\'_IIliiIIHlI1< 111111111111_ '1mF,l1?;ttm2'1Uli.JL *~Hfitmlfmmm0{$f<t IHI "f\l\%~ll@f.Wgm~Bf~j*<mMWn'WftHMiw_~Wii~10l0N 4\\~~W~41l llidili&ti VHH~h%H tl1~@!_f{~
WSB Project: 17th Avenue Extension (COWlty Road 79 to C01U1ty Road 15)
Project Location: Shakopee, MN
WSB Project No: 01566-06
Opinion of Probable Cost 14-Apr-05
DeveloDer Cost Cltv Cost Cou"tv 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
Pro' eet Total 50% Conduit
TAB SHEET Item Unit Estimated Estimated Estimared Estimated Estimated Estimated Estimated Estimated
No. Number Desen tion Notes Unit Prioo O"'lntit C<>~ O"l>ntitv Co~ Onantitv Cost Duantitv C<>~
2021.501 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 MAR.l(WG REMOV AL ~ PERMANENT 18 LlNFT 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 $10.00 190.00 $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 $4,5!Xl.OO
2104.509 REMOVE SIGN TYPE C 14 EACH $25.00 5.00 $125.00 5.00 $125.00
2104.513 SAWING 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 (BV) (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 $7,5!Xl.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 AGGREGAlE 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 MY 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 WEARfi\lG 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 mASH GUARD FOR 15" PIPE APRON EACH $265.00 1.00 $265.00 1.00 $265.00
2501.602 mASH GUARD FOR 21" PIPE APRON EACH $375.00 1.00 $375.00 1.00 $375.00
2501.602 mASH GUARD FOR 24" PIPE APRON EACH $395.00 1.00 $395.00 1.00 $395.00
2501.602 mASH 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 LIN FT $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 LIN FT $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 LlNFT $22.25 857.00 $19,068.25 857.00 $19,068.25
2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS ill LIN FT $24.75 121.00 $2,994.75 121.00 $2,994.75
2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS ill LIN FT $30.00 174.00 $5,220.00 174.00 $5,220.00
2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS ill LIN FT $36.00 47.00 $1,692.00 47.00 $1,692.00
2503.541 33" RC PIPE SEWER DESIGN 3006 CLASS ill LIN FT $42.00 132.00 $5,544.00 132.00 $5,544.00
2503.541 36" RC PIPE SEWER DESIGN 3006 CLASS ill LINFT $48.00 22.00 $1,056.00 22.00 $1,056.00
2506.501 CONSlRUCT DRAlli'AGE STRUCTURE DESIGN G 6,15 LIN FT $325.00 86.00 $27,950.00 86.00 $27,950.00
2506.501 CONSlRUCT DRAlli'AGE STRUCTURE DESIGN H 6,15 LIN FT $270.00 4.00 $1,080.00 4.00 $1,080.00
2506.501 CONSlRUCT DRAlli'AGE STRUCTURE DESIGN 48-4020 6,15 LlN FT $335.00 329.00 $110,215.00 171.74 $57,532.90 157.26 $52,682.10
2506.501 CONSlRUCT DRAlli'AGE STRUCTURE DESIGN 54-4020 6,15 LIN FT $395.00 76.00 $30,020.00 76.00 $30,020.00
2506.501 CONSlRUCT DRAINAGE STRUCTURE DESIGN 60-4020 6,15 LIN FT $392.00 13.00 $5,096.00 13.00 $5,096.00
2506.501 CONSTRUCT DRAlNAGE STRUCTURE DESIGN 72-4020 6,15 L1NFT $542.00 8.00 $4,336.00 8.00 $4,336.00
2506.501 CONSlRUCT DRAINAGE STRUCTURE DESIGN 78-4020 6,15 LlNFT $325.00 8.00 $2,600.00 8.00 $2,600.00
2511.501 RANOOM RlPRAP, CLASS n 9 CUYD $75.00 170.00 $12,750.00 170.00 $12,750.00
2511.501 RANDOM RlPRAP, CLASS m CUYD $75.00 37.00 $2,775.00 37.00 $2,775.00
2511.515 GEOlEXTILE FILTER, TYPE IV SQYD $1.00 55.00 $55.00 55.00 $55.00
2521.501 4" CONCRElE WALK (SIDEWALK) 4 SQFT $2.50 29,271.00 $73,177.50 29,271.00 $73,]77.50
2521.501 4"CONCRElE 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 & GUITER, DESIGN B418 LIN FT $9.00 1,336.00 $12,024.00 1,336.00 $12,024.00
2531.501 CONCRETE CURB & GurrER, DESIGN B424 LIN FT $8.50 20,950.00 $178,075.00 11,014.00 $93,619.00 9,936.00 $84,456.00
2531.501 CONCRElE CURB & GUITER, DESIGN B618 LIN FT $9.00 564.00 $5,076.00 564.00 $5,076.00
Proposal Form_revised_format_splits_17IhAve1 1 4/2912005
ENGINEER'S ESTIMATE - 17TH AVENUE EXHIBIT A
lillUF %J!~t['{~1tI%tH%fu~M4!W&_b~H_~ ~1i!1, ~~BM{{*f1!ii\'W1wm11**#"=,~ ~1I;'1jj1l;j~i\ji\j_4I!jMi\1i! Ji!mmmZ.$m'llimmffiwm@/ffi!m~miffi%Mw)@mk'fn%ft~~' '&~"11fu~I~'m~H,%jWW1 lj~n~iR1L~~i1i0V "i&@W ';1 "'M'~
WSB Project: 17th Avenue Extension (Cmmty Road 79 to County Road 15)
Project Location: Shakopee, MN
WSB Project No: 01566-06
Opinion of Probable Cost 14-Apr-05
Develoner Cost Citv 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
Pro' eet Total 50% Conduit
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number Descri tion Notes Unit Price Quanti! eo", Ouantit Co", Ouantit Cost ()", tit Cost
2531.602 PEDESTRIAN CURB RAMP (TRUNCATED OOME) I EACH $250.00 14.00 $3,500.00 14.00 $3.500.00
2531.602 CONCRETE MEDlAN 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 $4S0.00
2545.523 1.25" PYC CONDUIT (INSTALL) 3 LIN IT $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 IT $3.00 3,416.00 $10,248.00 3,416.00 $10,248.00
2545.523 3" PVC CONDUIT (INSTALL) 3 UNIT $4.00 3,517.00 $14,068.00 3,517.00 $14,068.00
2545.523 4" PYC CONDUIT (INSTALL) 3 UN IT $4.00 3,259.00 513,036.00 3,259.00 $13,036.00
2550.512 HANDHOLE TYPE-PYC METAL COVER EACH $800.00 13.00 $10,400.00 13.00 $10,400.00
2550.521 3" RIOID STEEL CONDUIT LIN IT $7.00 280.00 $1,960.00 280.00 $1,960.00
2554.505 PERMANENT BARRICADES LIN FT $350.00 32.00 $11,200.00 32.00 $11,200.00
2557.501 WIRE FENCE DESIGN 48-9322 LIN FT $40.00 100.00 $4,000.00 100.00 $4,000.00
2563.601 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
2564.536 WSTAlL SIGN PANEL TYPE D EACH $400.00 1.00 $400.00 1.00 $400.00
2564.602 PAVEMENT MESSAGE (LT ARROW) -EPOXY EACH $90.00 20.00 $1,800.00 20.00 $1,800.00
2564.602 PAVEMENfMESSAGE (RT ARROW) -EPOXY EACH $90.00 30.00 $2,700.00 30.00 $2,700.00
2564.602 PAVEMENT MESSAGE (RT-lHRU ARROW) - EPOXY EACH $140.00 4.00 $560.00 4.00 $S60.00
2564.602 MEDIAN SIGN POST ANCHOR EACH $45.00 34.00 $1,530.00 34.00 $1,530.00
2564.603 4" SOLID LINE WHITE - EPOXY UN IT $0.25 23,340.00 $5,835.00 23,340.00 $5,835.00
2564.603 4" BROKEN LINE WHITE - EPOXY UNIT $0.25 2,080.00 $520.00 2,080.00 $520.00
2564.603 12" CROSSWALK LINE WHITE-EPOXY UN IT $3.75 3,320.00 $12,450.00 3,320.00 $12,450.00
2564.603 4" SOLID LINE YEILOW -EPOXY UNIT $0.25 9,980.00 $2,495.00 9,980.00 $2,495.00
2564.603 4" DOUBLE SOLID LINE YEILOW - EPOXY UNIT $0.50 3,930.00 $1,965.00 3,930.00 $1,%5.00
2564.603 24" SOLID LINE YEILOW-EPOXY UN IT $6.25 250.00 $1,562.50 250.00 $1,562.50
2564.603 4" SOLIDUNE WJ:ITIE .PAINT 12 LIN IT $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 UN IT $0.70 3,320.00 $2,324.00 3,320.00 $2,324.00
2564.603 24" SOLID LINE WHITE-PAINT 12 LIN IT $1.75 480.00 $840.00 480.00 $840.00
2564.603 4" SOLID LINE YEILOW - PAINT 12 LIN IT $0.20 9,980.00 $1,996.00 9,980.00 $1,996.00
2564.603 4" roUBLE SOLID LINE YElLOW -PAINT 12 LIN FT $0.35 3,530.00 $1,235.50 3,530.00 $1,235.50
2564.603 24" SOLID LINE YElLOW.PAINT 12 LIN IT $1.75 250.00 $437.50 250.00 $437.50
2564.618 SIGN PANELS, TYPE C SQIT $22.75 597.75 $13,598.81 430.75 $9,799.56 167.00 $3,799.25
2573.502 SILT FENCE, TYPE MACHINE SUCED 2 LIN IT $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,SOO.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,S60.50
2575.51\ 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 1,150.00 $17.50 1,750.00 $17.50
CONSTRUCTION SUBTOTAL $2,183,299.46 51,436,226.91 $171,870.45 $575,202.10
ADDITIONAL ITEMS
I I ILlGHfING UNIT -TYPE SPECIAL I I EACH I $3,000.00 II 23.00 I $69,OOO.00~ 12.00 I $36.000.00~ 11.00 I $33.000.0011
I II
GRAND TOTAL $2,252,299.46 51,472,226.91 $204,870.45U 5575,202.10
Proposal Form_revised_format_splits_17IhAve1 2 4/29/2005
ENGINEER'S ESTIMATE - 17TH A VENUE EXHIBIT A
1%1,1 ~> '@$Bw/WtMi't'i.MH ~~~M@tiHf1W\1b0mffimt1tMi1@Vq$t@lliWrnm&'{jmpwm' o\1;$(',RM, ~@fiH~8k1t*%\t%" ^ "'[ti;~~Mll,t1t 1!!@!!@jIll11Ij1I111jjnljjjllll1j!!j!!,I!!I~j '11_""'" "@_ ""'1b'1,jM~111111 '1l,jl"'111111111iM
WSB Project: 17th Avenue Extension (COWlty Road 79 to COlUlty Road 15)
Project Location: Shakopee, MN
WSB Project No: 01566-06
Opinion of Probable Cost 14-Apr-05
Develoner Cost Citv 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
Pro"ectTotal 50% Conduit
TAB SHEET Item Unit ~=::: I Estimated ::::d.1 Estimated ~I::::d I Estimated ~:::~ I Estimated
No. N=be, Desen tion Notes Unit Pri", Cost Cost Cost COst
NOTES: BASIS FOR QUANTITIES
I. PEDESTRIAN RAMPS TO BE lRUNCATED DOME PER MNIDOT CURRENT APPROVED DETAIL. UNIT WElGlIT OF BITUMllNOUS MIX 110 LBSlSYIlN
2. TO BE USED AS DIRECTED BY TIlE ENGINEER. AGGREGATE BASE CLASS 5 MOD. 105 LBS/SYIlN
3. AIL CONDUIT SUPPLIED BY S.P.D.C. AND TO BE INSTAllED BY CONIRACTOR.
4. INCLUDES SUBGRADE PREPARATION AND CLASS 5 AGGREGATE BASE. TACK COAT
5. INCLUDES SUBGRADE PREPARATION AND CLASS 5 AGGREGATE BASE. ~ MJLLED SURFACE O.IOGAllSY
6. AILCASTfi'JGS SHAll BE ENCASED fi'J CONCRETE, SEE DETAD..S. fi'JCIDENTALTO CASTING ASSEMBLY. . BETWEEN NEW LAYERS 0.07 GAllSY
7. USE OF RECYCLED MATERIAL Wll..L NOT BE AllOWED.
8. TACK COAT INCIDENTAL TO BITUMWOUS PAVEMENT. TIlRF ESTABLISHMENT
9. USED TO REBtm.D RIPRAPCHANNEL ALONG WEST SIDE OF CSAH 15. - SEED MIXTURE 150 40 LBS/ACRE
10. MILL EXISTING CSAH 15 EDGES PER MILLING DETAIL ON SHEET 15. ~ SEED MIXTIJRE 250 70 LBS/ACRE
It. QUANTITY IS FOR CONS1RUCTION OF CSAH 15 AND CR 77.. SUBGRADE EXCAVATION NOT INCLUDED wrrn COMMON EXCAVATION. - Mill.CH MATERIAL ~ TYPE 1 2.0 TON/ACRE
12. PAINT TO BE USED FOR TEM}>ORARY STRIPING PRIOR TO FINAL WEARING COURSE PA YEMENI. . COMMERClALFERTllJZER -22~5.tO 350 LBSlACRE
13. REMOVAL OF Cill.VERT PIPES INCLUDES APRONS.
14. FOR REMOV AI.. OF EXISTING SIGNS SEE SIGNING AND STRIPING PLANS ON SHEETS 35-39.
IS. CASTING ASSEMBLIES WCIDENTAL TO S1RUCTIJRES.
16
17. CONfRACTOR TO SALVAGE MAILBOX, F&INEWPOST ANDREATIACH MAIL BOX AND PAPER BOX
18. CONfRACTOR-TO REMOVE CENTERLINE STRIPE ON CSAH 15 AT 17TH AVENUE
Proposal Form_revised_format_splils_17thAve1 3 4/29/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 79 EXHIBIT A
Im~@1jiit&'l@f~~~ml[U@~!mMbm ~t'K#'%%~ ~{TMmJiW "111__'1__111_'1 ~1111 ./I( L.fi!lli~j_1mm m1'&1t.~3@M$m$itm1illlli@n3illijm@~~;t.Q@*illHm:t1:'H.~1:m~H~4ill~~2?*~-=;!,'Ujmm;ji~R@j[l@it@1jM_Mn'llMtllllilli.\'lli'lWffid'l
WSB PTQjecl: County Road 79
Project Location: Shakopee, I\.1N
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 Countyl 100% City
of 17th Ave 50% City of Shakopee
Pro"ect Total
TAB SHEET I"m Unit Estimated Estimated Estimated Estimated Estimated Estimated . ~:::i~~ Estimated Estimated Estimated Estimated Estimated ~~,ilTlflted Estimated
No, Number Descri lion Notes Unit Pri~ Ouantitv Cost -;:;~nti'" eo. "Mutitv Co. Cost ""'uantj'" Cost Ouanti! Cost uanti'''' Cost
2021.501 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 O.Oj $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 GUITER UN FT $10.00 610 $6,100.00 305 $3,050.00 305 $3,050.00
2104.501 REM:OVE GUARD RAIL UN FT $10.00 112.5 $1,125.00 112.5 $1,125.00
2104.503 REM:OVE 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 REM:OVEBITUMINOUS PAVEMENT SQYD $3.00 13610 $40,S30.00 7320 $21,960.00 6290 $IS,870.00
2J04.50J REM:OVE WOOD FENCE UN FT $S.50 460 $3,910.00 460 $3,910.00
2104.507 REMOVE RIPRAP CUYD $27.00 I. $270.00 I. $270.00
2104.511 SA WING CONCRETE PAVEMENT (FULL DEPTH) UN FT $5.00 16 $SO.OO 8 $40.00 8 $40.00
2104.513 SA WING BITUMINOUS PAVEMENT (FULL DEPTH) UN FT $3.00 1827 $5,481.00 1476 $4,428.00 351 $1,053.00
2104.503 REMOVE CABLE CRETE SQFT $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 I $300.00
2104.501 REMOVE PIPE CULVERTS UN FT $8.00 119 $952.00 119 $952.00
2104.501 REMOVE SEWER PIPE (STORM) UN FT $8.00 238 $1,904.00 5. $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 STRUCTIJRE 7 EACH $1,000,00 3 $3,000.00 I $1,000.00 2 $2,000.00
2104.521 SALVAGE WOOD FENCE 6 UN FT $15.00 2. $300.00 2. $300.00
2104.523 SALVAGE TYPE C SIGN EACH 'iiiiiiiiI$U6fIii I $250.00 I $250.00
2104.523 SALVAGE VEHICULAR GATE 6 EACH $2,750.00 I $2,750.00 I $2,750.00
2104.523 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 1 $600.00
2104.602 SALVAGE TRASHGUARD(48") EACH $150.00 I $150.00 I $150.00
2105.501 COMMON EXCAVATION (EY) (P) CUYD $1.25 9923 $12,403.75 1834 $2,292.50 3128 $3,910.00 4961 $6,201.25
2105502 SUBGRADE EXCAVATION (BY) (P) CUYD $1.65 12246 $20,205.90 2355 $3,SS5.75 3768 $6,217.20 6123 $10,102.95
2105.522 SELECT GRANULAR BORROW MOD (CV) (P) CUYD Sl.70 14349 $24,393.30 3682 $6,259.40 2637 $4,482.90 S030 $13,651.00
2105.523 COMMON BORROW (CV) CUYD $1.25 4000 $5,000.00 2000 $2,500.00 200. $2,500.00
2211.503 AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED) (P) CUYD $19.45 6584 $12S,05S.80 1689 $32,851.05 1210 $23,534.50 36S5 $71,673.25
2232.501 MILL BITUMINOUS PA VEMaNT (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 60. $6,600.00
2350501 ~EMV3W~GCO~EM~Tmm(~ 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 CO~E M~TURE (B) TON $30.00 3215 $96,450.00 838 $25,140.00 61. $18,300.00 1767 $53,010.00
2422.618 CONCRETE RETAINING WALL SQFT $29.00 1526 $44,254.00 763 $22,127.00 763 $22,127.00
2501.515 IS" 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
2501.602 INSTALL TRASH GUARD (48") EACH $200.00 I $200.00 I $200.00
2501.602 TRASH GUARD FOR IS" PIPE APRON EACH $263.00 I $263.00 I $263.00
2501.602 TRASH GUARD FOR 27" PIPE APRON EACH $530.00 I $530.00 I $530.00
2503.541 f5~ RC PIPE SEWER DESIGN 3006 CLASS V UNFT $17.95 1512.4 $27,147.58 1512.4 $27,147.58
2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V UN FT $19.50 583.5 $11,378.25 583.5 $11,378.25
2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS V UN FT $22.25 763 $16,976.75 763 $16,976.75
2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III UN FT $23.75 ISO $3,776.25 ISO $3,776.25
2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS V UN FT $30.00 225 $6,750.00 225 $6,750.00
2503.541 27~ RC PIPE SEWER DESIGN 3006 CLASS III UN FT $29.00 24 $696.00 24 $696.00
2503.541 27~ RC PIPE SEWER DESIGN 3006 CLASS V UN FT $42.60 69 $2,939.40 69 $2,939.40
2503.541 48" RC PIPE SEWER DESIGN 3006 CLASS IV UN FT $S3.00 334 $27,722.00 64 $5,312.00 27. $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 I $650.00 I $650.00
2504.602 RAISE WATERMAIN 10 EACH $3,500.00 I $3,500.00 I $3,500.00
Prelimimry Schedule I 1 4/29/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 79 EXHIBIT A
~fiHMrr~%mUtimBWW;4M@% """,.I1Mi.' ~m%~M\jlli}twmooi~1{%'1;~~i% ~1futm#:'4'{mlWF rd '!m,~1(~( m (, '{Mit\1~MiWm1'[m!!!'mwm;; y~y m$0M\0\8f8iMg*ffit%!H~~*,qW~_@~t~\\' @Jrtmij*m&qHN~*Hg'jj)M/ n\(1&lli~Mm@*F@ K;ffil@01mil~'1'iW,\1HWt~,!iirll~ti'#
WSB PnHect: 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 Wcst Half South CR79 CR79 50% Scott Countyl 100% City
of17th Ave 50% City of Shakopee
Pro"eet Total
TAB SHEET lrem Unit Estimated Estimated Estimated Estimated Estimated Estimated ~::~? Estimated Estimated Estimated ~~,i,mated Estimated ~::ma~ed Estimated
No. Number Descri tion Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantitv Co", eo", ;:~antitu Cost uanti'" Cost uantl! Cost
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN G UNFf $345.00 35.53 $12,257.85 35.53 $12,257.85
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 UNFf $305.00 151.57 $46,228.85 151.57 $46,228.85
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 UNFf $446.00 26.32 $11,738.72 26.32 $11,738.72
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 UNFf $607.00 7.04 $4,273.28 7.04 $4,273.28
2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 102-4020 UNFf $715.00 38.15 $27,277.25 38.15 $27,277.25
2506.501 INSTALL CASTING EACH $350.00 , $700.00 1 $350.00 1 $350.00
2506.602 CONST DRAINGE STRUCTURE DESIGN SPEC I EACH $11,000.00 1 $ll,OOO.OO 1 $ll,OOO.OO
2506.602 CONNECT INTO EXISTING STORM SEWER 4 EACH $600.00 , $1,200.00 2 $1,200.00
2506.602 CONNECT TO EXISTING DRAINAGE STRUCTURE , EACH $600.00 1 $600.00 1 $600.00
2511.501 RANDOM R1PRAP CLASS III CUYD $75.00 '.3 $397.50 '.3 $397.50
2511.501 RANDOM R1PRAP CLASS IV CUYD $75.00 23.2 $1,740.00 23.2 $1.740.00
2511.515 GEOTEXTILEFILTER, TYPEN SQYD $1.00 45.4 $45.40 10.6 $10.60 34.8 $34.80
2521.501 A" CONCRETE WALK (SIDEWALK) SQFf $2.50 860 $2,150.00 860 $2.150.00
2521.501 A" CONCRETE WALK (MEDIAN) SQFf $2.25 830 $1,867.50 830 $1.867.50
2521.511 3" BITUMINOUS WALK SQFf $1.40 33420 $46,788.00 1720 $2,408.00 31700 $44.380.00
2531.501 CONCRETE CURB & GurrER, DESIGN 8612 UNFf $12.00 SO $600.00 SO $600.00
2531.501 CONCRETE CURB & GlJITER, DESIGN 8618 UNFf $8.00 SOO $4,000.00 '00 $4,000.00
2531.501 CONCRETE CURB & GUITER, DESIGN 8424 UNFf $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 , $500.00 1 $250.00
2531.602 CONCRETE MEDIAN NOSE, DESIGN 7113 EACH $750.00 , $1,500.00 2 $1,500.00
2540.602 MAILBOX SUPPORT 12 EACH 1@,",""1i.$@!( 1 $150.00 1 $150.00
2545.603 1.25" PVC CONDUIT (INSTALL) 9 UNFf $3.00 2110 $8,130.00 1355 $4,065.00 1355 $4,065.00
2545.603 2" PVC CONDUIT (INSTALL) 9 UNFf $3.00 1032 $3,096.00 258 $774.00 774 $2,322.00
2545.603 r PVC CONDUIT (INSTALL) 9 UNFf $4.00 1249 $4,996.00 258 $1,032.00 991 $3,964.00
2545.603 4" PVC CONDUIT (INSTALL) 9 UNFf $4.00 477 $1,908.00 477 $1,908.00
2554.501 TRAFFIC 8ARRIER DESIGN 8S307 UNFf $42.50 37.5 $1,593.75 37.5 $1,593.75
2554.501 !RAFFlC BARRIER DESIGN SPECIAL UNFf $113.00 " $2,825.00 " $2,825.00
2554.521 ANCHORAGE ASSEMBLY - PLATE BEAM EACH $525.00 1 $525.00 1 $525.00
2554.602 EN"ERGY ABSORBING TERMINAL 2 EACH $2,S50.00 1 $2,850.00 1 $2,850.00
2557.501 WIRE FENCE DESIGN 48V-9322 UNFf $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 TYPEC EACH iiiii,ii"""liiliiPiii 1 $300.00 1 $300.00
2564.554 SNOW PLOW MARKER X4-5 EACH $60.50 3 $1S1.50 3 $181.50
2564.602 PAVEMENTMESSAGE(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 , $180.00 1 $90.00
2564.602 PAVEMENT MESSAGE (RT-THRU ARROW) - EPOXY EACH $140.00 4 $560.00 2 $280.00 , $280.00
2564.603 4" SOUD LINE WHITE - EPOXY L1NFf $0.24 10620 $2,548.80 1050 $252.00 840 $201.60 8730 $2,095.20
2564.603 4" SOUD LINE YELLOW - EPOXY L1NFf $0.25 360 $90.00 360 $90.00
2564.603 4" BROKEN LINE WHITE - EPOXY L1NFf $1.00 7S $75.00 7S $75.00
2564.603 4" OOUBLESOUD LINE YElLOW. EPOXY UNFf $0.50 5140 $2,570.00 2210 $1,105.00 2190 $1,095.00 140 $370.00
2564.603 24" SOUD LINE YELLOW - EPOXY UNFf $5.00 300 $1,500.00 120 $600.00 I" $900.00
2564.618 SIGN PANELS, TYPEC SQFf $22.75 170 $3,867.50 87 $1,979.25 " $1,256.94 28 $631.31
2573.502 SILT FENCE, TYPE MACHINE SUCED UNFf $1.10 2550 $2,805.00 2050 $2,255.00 SOO $550.00
2573.530 INLET PROTECTION, TYPE A EACH $35.00 , $175.00 1 $35.00 4 $140.00
2573.530 INLET PROTECTION, TYPE C EACH $30.00 3S $1,050.00 16 $480.00 14 $420.00 , $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 MlXTURE340 POUND $0.01 " $0.20 " $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 I TON $0.01 1.55 $0.08 6.01 $0.06 1.55 $0.02
2575.532 COMMERClALFERT ANALYSIS 22-5-10 POUND $0.01 1835 $18.35 1231 $12.31 604 $6.04 '.
Preliminl;l)' Schedule I 2 4/2912005
ENGINEER'S ESTIMATE - COUNTY ROAD 79 EXHIBIT A
tU0JW ltMl\&"[c::=~qm~~~%Kt;:@%;~~:@ ~j ',@;VWIDB lQ%'l\jl0t lr~f filkm@mnillili.i1tt ,,~ ,;:;mljM1~~jW1~~j~@[#%m&m*!lliMXtWW_\jilljllIID_'N!)jFj:11<> ",,,,oo:;~m~Wt1&m~1tt~i@%t~tMmr::i~1R%jF,,~ f y,""i;'),~ 'ljk~m&~lljlk!mN ,W' ;l~iJ tt1Hjis."&..~'0jndf~~i8mmmm d@Ui},'R llill_t
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
CR 79 CR 79 Scott County City of Shakopee CR 79 Trunk Storm Sewer
North of17th Ave West Half South CR79 CR79 50% ScottCountyl 100% City
of 17th Ave 50% City of Shakopee
Pro'ectTotal
TAB s~~~ N~~~ DescrinJion Notes UnR ~~ 6=~ Es~~d ~::~ 1. &6r:ted ~~~ I Es~ted ~:::::: I &~ted ~=~ I Es~led ~~::~ I Es~ted ~=: I &6::00
2575.605 DISK ANCHORING ACRE $0.01 3.78 $0.04 3.00 $0.03 0.77 $0.01
SUBTOTAL 51,086,263.20 5201,295.47 5220,063.29 5422,273.46 531,273.00 5155,237.73 556,120.25
Storm Sewer 577,618.87 StonnSewer 577,618.87
ToUll 5499,892.33 Total $108,891.87
CONSTRUCI10N SUBTOTAL 51,086,263.20 5201,295.47 5220,063.29 5499,892.33 $108,891.87 556,120.25
ADDITIONAL ITEMS
II
!UGHTINGUNIT-TYPESPECIAL $3,000.00 5 $15,000.00 2 $6,000.00 3 $9,000.00
GRANDTOTALII 51,101,263.20 1 5201,295.4711 5226,063.291 5499,892.3311 5117,891.8711 1 556,120.25
TOTAL CR 79
Countyside Development-North of 17th Ave $201,295.47
School District--South of 17th Ave $226,063.29
Scott County $499,892.33
City of Shako pee $117,891.87
City Trunk line $56,120.25
City Trunk line
51,101,263.20
NOTES; BASIS FOR OUANTITIES
1. ADJUST HYDRANT AND GATE VALVE STA385+82 RT BlTUM.INOUS ............................IIOLBSlSYIIN
2. END TREATMENT TO BE ET.2000 ENERGY ABSORBING TERMINAL AG BASE CL 5 .... ..................105 LBSlSYIIN
3. RAISEHYDRANTANDVALVEBOXSTA371+79RT TACK COAT
4. STA374+33 63' RT. STA374+29 55' LT. STA556+07.2 (17TH AVE) 4T LT MILLED SURFACE. ............'.....0.10 OAllSY
5.399+44.623.94'LT BETWEEN NEW LAYERS ......O.07GAUSY
6. STA368+95RT SEED MIXTURE 250 ..............70LBS/ACRE
7. STA374+34-64' RT,STA554+53 (17TH AVE) ANDSTA 556+07.2 (l7T1I AVE) SEEDMIXTURE310 .............82 LDS/ACRE
8. PROFILE MILL SEED MIXTURE 340 .. . ....84.5 LBS/ACRE
9. CONDUlTTO BE FURNISHED BY SPUC AND INSTALLED BY THBCONTRACTOR MULCH TYPE J .........................2 TON/ACRE
10; RAISE WATERMAIN INCLUDES; SALVAGE AND INSTALL HYDRANT AND VALVE, COM FERT 22-5-10. ..............350 LBSIACRE
RAISING THE WATERMAIN TO 7.5' OF COVER AND ALL NECESSARY FITTINGS
11. 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
Preliminay Schedule I 3 4/29/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 77 EXHIBIT A
.iII1i111M\\llill1i11lll\.llli111i111i111i11i11llili1Ii11i11W-'il'Il_iIIiII1111\lilllli11l\\'11" 1'il\IIWIliI_,IIi11i11Ii11i11" _111 lill1~ 'B_liIIiIIiIIiII_liIIiIIiIIllI111ilill11i11i11_.II'll.liIIiIIillillillillillllll.1l1iliIIiII\III.IIIII.,1111i1Il1Iiill1"IIIIIiIIiII.l1il1J1,'111i11i1111ill,iIIlM" iIIiIIiilBil
WSB PrQject: County Road 77
Project Location: Shakopee, MN
WSB Project No: 1634-00
Opinion of Probable Cost 411412005
Countryside Development School District
CR77 CR77 Scott County City of Shakopee
North of 17th Ave East Half South CR77 CR 77
and West Half South of 17th Ave
of 17th Ave
Pro' ect Total
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
No. Number DesmDtion Notes Unit Price Ooantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost
2021501 MOBILIZATION LUMP SUM $10,000 1.00 .$10,000.00 0.61 $6,100.00 0.28 $2,800.00 O.ll $1,100.00
2104.501 REMOVE CURB AND GUTTER UN FT $10.00 10 $100.00 10 $100.00
2104.501 REMOVE GUARD RAIL L1N 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 11150 $1,338.00
2104.505 REMOVE BITUMINOUS 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
2104.5ll SA WING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $5.00 3 $15.00 3 $15.00
2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) L1N FT $3.00 4,810 $14,430.00 3,632 $10,896.00 1,178 $3,534.00
2104.523 SAI.. V AGE SIGN TYPE D EACH $350.00 I $350.00 I $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) 1 SQYD $11.00 342 $3,762.00 342 $3,762.00
2350.501 TYPE MV 3 WEARING COURSE MIXTURE (B) TON $31.00 2970 $92,070.00 1637 $50,747.00 589 $18,259.00 744 $23,064.00
2501515 15" RC PIPE APRON EACH $300.00 I $300.00 I $300.00 .
2501515 24" RC PIPE APRON EACH $410.00 2 $820.00 I $410.00 I $410.00
2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $265.00 I $265.00 I $265.00
, 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $395.00 2 $790.00 I $395.00 I $395.00
2503.5ll 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 $I,1l2.90
2503.541 18" RCPIPE 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 III LIN FT $80.00 407.0 $32,560.00 203.5 $16,280.00 203.5 $16,280.00
2506.501 CONSTRUCT DRAINAGE STRUCTIJRE 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 STRUCTIJRE 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 ll5.22 $43,207.50 82.53 $30,946.88 32.70 $12,260.63
2506.501 CONSTRUCT DRAINAGE STRUCTIJRE 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 1 $600.00 1 $600.00
2521.501 4" CONCRETE WALK (S!DEW ALK) SQFT $2.50 4701 $ll,752.50 2963 $7,407.50 1738 $4,345.00
2521.5ll 3" BITUMINOUS WALK (INCLUDES 6" CL5) SQFT $1.40 10560 $14,784.00 10560 $14,784.00
2531501 CONCRETE CURB & GUITER, DESIGN B418 LIN FT $12.00 307 $3,684.00 252 $3,024.00 55 $660.00
2531.501 CONCRETE CURB & GUTTER, DESIGN B424 LIN FT $8.50 4308 $36,618.00 3162 $26,877.00 ll46 $9,741.00 .
2531.507 10" CONCRETEDRlVEWAY PAVEMENT 9 SQYD $55.00 60 $3,300.00 60 $3,300.00
2531.602 FEDESTRlAN 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 L1N 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 LIN 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 CONDUlT (INSTALL) 8 LIN FT $4.00 630 $2,520.00 390 $1,560.00 240 $960.00
2554.501 TRAFFIC BARRIER DESIGN B8307 L1N FT $27.25 75 $2,043.75 75 $2,043.75
Preliminary Schedule I 1 412912005
ENGINEER'S ESTIMATE - COUNTY ROAD 77 EXHIBIT A
1lll(ii~\\~I!\,\i\,,\l\;;JIJ\!!!_l~i 1UII)U(iillffi~..w 'Ss ,Ii\\!__ __\l\l!i1ll\\!\l\ 1\l\- , ~sl\\!1IIIiili~ Ii _11\111_; il)UilI1;ill,I__l\\!U1i1t1.ii_11i.i.l1',i'l,l\l\.,'\l\111\\!ill111ii!,j+i iliiii,jMl11M i,jllI1Bl111111i~l,l1l\llJ1II '\WII11l1_J111111!\1l\lliliWI1
WSB Prqiect: 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 of17th Ave East Half South CR77 CR77
and West Half South of17th Ave
of 17th Ave
Pro'ect Total
TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimted Estimated Estimated Estimated
No, Number Descriotion Notes Unit Price Ouantitv Cost Onantitv Cost Ouantitv Cost Ou",,' Cost Onantitv Cost
2554,501 TRAFFIC BARRlER DESIGN SPECIAL LIN FT $79,75 50 $3,987.50 50 $3,98750
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 LOO $9,040,00 0,61 $5,514.40 028 $2,53120 . 0,11 $994.40
2564531 SIGN PANELS, TYFE C SQFT $22,75 1055 $2,400.13 79,0 $1,79725 265 $602-88
2564537 INSTALL SIGN TYPE D EACH $400,00 I $400,00 I $400,00
2564554 SNOW PWW MARKER X4-5 EACH $6050 3 $18150 3 $18150
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 $025 6370 $1,59250 4380 $1,095,00 1990 $49750
2564-603 4" SOLID LINE YELWW - EPOXY LIN FT $025 100 $25,00 100 $25,00
2564-603 4" BROKEN LINE YELLOW - EPOXY LIN FT 220 $55,00 120 $30,00 100 $25,00
2564.603 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT $050 2620 $1,310,00 2185 $1,092-50 435 $21750
2564-603 24" SOLID LINE YELWW - EPOXY LIN FT $5,00 124 $620,00 117 $585,00 7 $35,00
2573502 SILT FENCE, TYPE MACHINE SLICED LIN FT $L20 1300 $1,560-00 1300 $1,560,00
2575523 EROSION CONTROL BLANKETS CATEGORY 3 SQYD $L75 2726 $4,77050 2726 $4,77050
2573530 INLET PROTECTION, TYPE A EACH $35,00 2 $70,00 L5 $5250 05 $1750
2573530 INLET PROTECTION, TYPE C EACH $30,00 33 $990,00 24 $720,00 9 $270-00
2575501 SEEDING ACRE $500-00 4.36 $2,180,00 354 $1,770.00 0.82 $410.00
2575.608 SEED M1XTURE250 POUND $0.01 305.2 $3.05 24H $2.48 57.4 $057
2575505 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 L64 $0,02
2575532 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 $494,796.33 $304,654.381 $137,385.2511 I $52,756.70
ADDITIONAL ITEMS
I I I I I I I I I
I I LIGHTING UNIT - TYPE SPECIAL 1 1 I $3,000.00 9 $27,000.00 35 I $10,500.00 I I $3,000.00 I 45 I $13,500,00
I I I I I I I I I
GRAND TOTAL $521,796.331 $315,154,381 $140,385.25 1 II $66,256.701
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
Preliminary Schedule I 2 4/29/2005
ENGINEER'S ESTIMATE - COUNTY ROAD 77 EXHIBIT A
Illa_IIII@_1!ffilIIIII_,IIlIlldllil_IIIIII@1Il111111IIIII wlill ;i~%l~~l~~~I~m:~l0~i~1t~~~itl1'l~t~I'~~~~)\~1t!~ &\_I,_,lliIIIIIIIIII1!ffilI&I__1I'IIIlIIIIlllIII_IIIIIllIM '_,W!ilil'iIWI1_111ll'lliIII&ii1 '''KII111W!W!lIlildillll~
WSB Prqject: County Road 77
Project Location: Shakopee, MN
WSB Project No: 1634-00
Opinion of Probable Cost 411412005
Countryside Development School District
CR77 CR77 Scott County City of Shakopee
North of 17th Ave East Half South CR77 CR77
and West Half Sonth of 17th Ave
of 17th Ave
Project Total
TAB SHEET Item Unit Estimated I Estimated Estimated I. Estimated Estimated I Estimated Estimated I Estimated. ~~ted I Estimated
No. Number Descrintion Notes Unit Price "uantilv Cost Onantilv Cost (),'.ntilv Cost Onantilv Cost uantih' Cost
NOTES: BASIS FOR OUANTITIES
1. PROFILE MILL STA 237+00 TO STA 238+28.37 BITUMINOUS .......... .... ..... ......IlOLBSISYIlN
2. END TREATMENT TO BE ET-2000 ENERGY ABSORBING TERMINAL AG BASE CL5 ............ ..........I05LBSISYIlN
3. INCLUDES MATERIAL FOR ROADWAY REPLACEMENT OVER STORM SEWER LATERAL CROSSINGS TACK COAT
4. INCLUDES ALL ROADWAY EXCATION. TRAIUWALK EXCAVATION INCIDENTAL TO TRAIUWALKlTEM MILLED SURFACE ..................O.lOGAllSY
5. 6" TOPSOIL EXCAVATION BETWEEN NEW LAYERS . .....0.07 GAllSY
6. INCLUDES TOPSOIL QUANTITY, ASSUME 6" TOPSOIL REMOVAL SEED MlXTURE250 ..............70LBSlACRE
7. STA238+06116'RT SEEDMlXTURE60B.. ..........IOOLBSIACRE
8. CONDUIT TO BE FURNISHED BY SPUC AND INSTALLED BY THE CONTRAcrOR SEEDMlXTURE 130B ...........70LBSIACRE
9. SEE THE CITY OF SHAKOPEE STANDARD DETAIL PLATE NO. 5006 "COMMERCIAL DRIVEWAY MULCHTYPEI........... ..............2TONIACRE
AND CROSS PAN" FOR CONSTRUCTION DETAILS COMFERT22-5-IO ....... .......350LBSIACRE
Preliminary Schedule I 3 412912005
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 mdependent School District Number 720, a political subdivisionofthe
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, me. ("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 hnprovements") 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 1 ih Ave
The Public hnprovements are needed to provide the required public infrastructure to serve the
Development and a portion of the Publichnprovements are needed for the future school.
4. The School District has expressed its willingness to participate in the costs for a portion ofthe Public
hnprovements. 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 of the 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.
ill 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 hnprovements 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 hnprovements shall be under the general supervision and direction of the
City. The City Engineer shall cooperate with the School District to the extent necessary.
N
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 of the 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 shall be the sole responsibility of the City shall in no way 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 of the 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.
vrn
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 of the 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 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 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 Avenue
is based on the premise that 1 ih Avenue 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.
1
NOW, THEREFORE, IT IS HEREBY AGREED:
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 of the
work.
2. 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 A venue 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
jurisdictional exchanges of existing CSAH 16, CR 77 and 17th Avenue.
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 of the work being changed. Any increase in
the County's share of the Reimbursement Amount shall be subject to the review and approval of the
County Engineer.
3. 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.
4. 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
2
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 hannless 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.
5. 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 hannless from all claims,
demands, actions or causes of action arising out of negligent performance by the County, its officers,
agents or employees.
6. 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.
7. 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
3
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 of the County.
,
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 ofthe County and shall in no way be the obligation or responsibility of the City.
8. 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.
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
4
COUNTY OF SCOTT
By
David Un macht, County Administrator
By
Robert Vogel, Chair of Its County Board
Upon proper execution, this agreement RECOMMEND FOR APPROVAL:
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
April 14, 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
17th A venue Extension from CR 79 to CSAH 15
CR 79 and CR 77 from 2000 ft. South of 1 ih Avenue 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 Shako pee 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 ofthe project that will be
part ofthe above-referenced County and City roadway system.
We are 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 SettingslBLoneylLocal SettingslTemporary Internet Files\OLK4D3ILTR-bloney-041 IOS.doc
Mr. Bruce Loney
Apri114,2005
Page 2
The City of Shakopee agrees to reimburse WSB & Associates, Inc. for these services in accordance
with Section IV 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
lh
City Administrator
City Clerk
Mayor
Date
C:\Documents and SettingsIBLoneylLocal Settings\Temporary Internet Files\OLK4D3\LTR-bloney-04J J05.doc
Exhibit A
17th 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 of the 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 SurVeyin2
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 1 ih Avenue
and County Road 79 and 77. All ofthe roadway sub grade, 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 Drawin2s
This task includes surveying the field constructed utilities, and other constructed
improvements to record the field constructed locations and elevations of the 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 Settings\BLoneylLocal SettingslTemporary Internet Files\OLK4D3lExhibit A - Work Plan.doc
~ Estimate of Services
WSB 17 th Avenue, County Roads 77 & 79 Construction services
SHAKOPEE, MINNESOTA
& Associates, Inc.
Date 4/12/05
Estimated Hours
DETAIL DESIGN Proj ect I Project I Project I Design I Survey I Survey
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 -~- __ ,20 _ ~--~ -
~~__. u --,-----
I PROJECT MANAGEMENT/ADMISTRATION 24 4 60 92 $ 14,116.00
~<,----_...~- 24
2 OFFICE DESIGN 2 2 16 46 $ 6,526.00
---~----~--~_._._----_.._~.- -~-~-.
3 FIELD SURVEYS -- 620 $ 93,000.00
---~-~--'-'-'-----~~----'---'~- ;j~--~
4 OFFICE SURVEY 2 4 12 12 46 $ 8,772.00
----....----.'''-.,--- ---- --
5 RECORD DRA WINGI SURVEY 4 2 4 40 24 60 136 $ 15,950.00
Total Hours 32 12 I 100 68 I 40 60 620 8 940 $ 138,364.00
Hourly Costs 120.00 I 112.00 150.00
Labor Costs $3,840.00 I $1,344.00 $93,000.00 $ 138,364.00
lixpenses ---~--~--~--------~~_._-~~ --
Miscellaneous Hubs and Lath $1,850.00
---------'----_.._--_._-~---_.._~-~~_._---~- Record Drawing Mylar -_.__._----_.~~ $200.00
Total Exnenses $2,050.00
ITotal Labor and Expenses I I 1$ 140,414.00 I
17 th Avenue Cr 77 79 survey Rev. 4-08-99 4/28/2005