CR2002-116 Excelsior Blvd reconstruction Phase II agreement
, CITY OF
,
~
HOPK\NS
. June 29, 2002 Council Report 2002-116
Approve Construction Cooperative Agreement
Excelsior Boulevard Reconstruction, Phase II
Proposed Action. Staff recommends adoption of the following motion: Move that
Council approve proposed construction cooperative aqreement no. PW 19-27-02, with
exceptions as described by staff, between the City of Hopkins and Hennepin County for
construction and maintenance related to Excelsior Boulevard Improvements, Phase II.
Overview.
The engineer has completed final construction cost estimates and Hennepin County has
prepared a proposed construction agreement for City consideration. The agreement
allocates costs participation of construction items and real estate acquisition between
the City of Hopkins and Hennepin County. The agreement also divides maintenance
responsibilities between the City and County. The City must approve the agreement
before the County can award the project. The agreement is more complex than most
due to: 1) the construction cost for the new Excelsior Boulevard intersection and all its
associated costs are born by the city; 2) the railroad is completely replacing their
crossing; 3) there is significant real estate acquisition, both for the County road project
and for the city intersection construction; and 4) there is existing street lighting that is
being replaced plus major landscape/streetscape improvements.
. Primary Issues to Consider.
. Explanation of major cost participation items, including Hennepin County
revisions to draft agreement
. Maintenance Items
. Staff recommendation
Supportinq Information.
. City cost breakdown
Propos Construction Cost Agreement PW 19-27-02
Steven J. Stadler
Public Works Director
**Financiallmpact: See attached city cost breakdown sheets**
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. Council Report 2002-116
Page 2
Analysis of Issues
. Explanation of major cost participation items, including Hennepin County
revisions to the draft agreement
REAL EST ATE ACQUISITION (Articles IV through IX)
Real estate acquisition related actions are the subject of Articles IV through IX of the
agreement. The city is solely responsible for acquiring property needed as a result of
the new intersection construction. The permanent easement area required from these
properties is about 90,500 SF - SuperValu owns about 70,000 SF. The Alliant-Tech
property (2,478 SF) will be deeded to the city at no cost per the Cornerstone Group -
Regency development agreement. Hennepin County is acquiring all other property and
the City and County will each pay 50% of the cost of these easements.
Exceptions to the 50% - 50% cost sharing are the parcels at the Blake Road
intersection. The County has asked that the City pay 60% of the cost for parcels 15-
20. This is because we are installing landscaped concrete walls at each corner of the
intersection, requiring additional permanent easement. The permanent easement for
. right of way totals 10,330 SF, while the wall easements total 5,077 SF.
The County has proposed to deed over to the City the remnant portions of the total-
take commercial properties along the south side of Excelsior Boulevard between
Monroe Ave and the Blake School property. The City will pay 1;2 of the cost of those
total-take property acquisitions, some of which have been purchased for some time
now. However, the County has proposed that, in addition, the City pay 1;2 of the land
value of the portions of those parcels not needed for public (road) right of way. The
County has estimated this additional city cost at approximately $213,000. The City
doesn't intend to benefit through sale or changed use of the remnant portions of these
parcels. As a counter offer, I would propose that property restrictions be recorded
against these properties such that if the City were to ever sell them that the County
would then receive % of the fair market value of the property at the time of sale. Until
such time as the properties are sold, if ever, the County and City will both benefit
equally by the landscaped buffer strip.
Additionally, the County has included language in Article VI which would allow the
County to offer the four parcels adjacent to Blake School (east of Harrison Avenue) to
the Blake School as mitigation land during negotiations with the school. Staff has stated
that the City is not opposed to this concept provided the school would accept
restrictions on the properties. The restrictions would be in place to prevent any future
school use that's incompatible with the adjacent residential-zoned area or contrary to
the Excelsior Boulevard landscaping/streetscaping theme.
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. Council Report 2002-116
Page 3
ROAD CONSTRUCTION COST SHARING (Article X)
The standard Hennepin County cost participation policy applies to this entire project
except specific areas being reconstructed solely due to the construction of the new
intersection. These areas are described in the cost agreement and delineated on
Exhibit "A", sheet 3 of 6. Staff feels this policy on road construction costs is fair and
reasonable. The City road reconstruction total cost is $2,170,000. This cost is shared
between TIF District 2-11, MSA fund, PIR fund and some special assessment for
Milwaukee Street reconstruction - see attached city cost breakdown.
RECONSTRUCTION OF EXISTING AT-GRADE RAILROAD CROSSING AND
SIGNAL SYSTEM (Article XI)
The railroad has estimated these costs at $504,307. The redesign and replacement of
the crossing and warning devices were required due to the new intersection
construction. As a result, the city is paying the majority of the cost for this work. The
County's original proposal, as shown in the draft agreement, was to contribute
$99,611.00 toward these costs. Through negotiation, they have agreed to increase
their contribution to $183,132.50.
. STREET LIGHTING REIMBURSEMENT (Article XIII)
Per Hennepin County cost participation policy, the County must pay 100% of the cost of
re-installing existing street lights on any County road reconstruction project. This
section of Excelsior Boulevard has 40 existing streetlights, which will be replaced with
new lights. Accordingly, the County must give the city a credit equal to removal and re-
installation of the 40 street lights. The County's original offer was $300/streetlight, or
$12,000 total credit. They have since agreed to increase this credit to $1,500/streetlight
or $60,000 total credit.
CITY PAYMENT/S TO HENNEPIN COUNTY (Article XVIII)
The County has agreed to increase the payment due date from 45 days to 90 days from
the date of invoice. This will give the Finance Dept enough time to clear money from
investments, without penalties, to pay the invoice/so
. Maintenance Items (Article XXXI)
The City is responsible for maintenance of street lighting, pedestrian/bicycle paths,
sidewalks, landscaping elements, paver areas, utility systems, etc - see list in Article
XXXI of agreement.
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Council Report 2002-116
. Page 4
The County is responsible for maintenance of the County pavement, curbing, storm
sewer catch basins and leads and traffic signals.
. Staff Recommendation
Staff recommends that City Council approve the cost agreement with the exception of
the condition that the city pay for the remnant portions of the parcels along the south
side of Excelsior Boulevard - see Article VI. By so doing, staff is hopeful that Hennepin
County will proceed with advertising the project, with the anticipation that this one area
of disagreement will be worked out prior to contract award.
.
.
EXCELSIOR BOULEVARD, PHASE II RECONSTRUCTION
CITY OF HOPKINS COSTS
. (BASED ON ENGINEER'S FINAL ESTIMATE OF CONSTRUCTfON COSTS AND COUNTY'S
PROPOSED COST AGREEMENT)
COST ITEM DESCRIPTION TOTAL CITY COST FUNDING SOURCE/S & AMOUNTS
Road reconstruction $2,170,000 TIF District 2-11: $1,300,000
MSA fund: $ 521,000
PIR fund: $ 105,000 (Milw St)
Special Assess: $ 244,000 (Milw St)
Watermain replacement $332,000 Water fund: $332,000
Storm sewer reconstruction $245,490 Storm sewer fund: $196,392
TIF District 2-11: $ 49,098
Landscaping improvements $532,709 (1) MSA fund: $479,438
TIF District 2-11: $53,271
. (1) City cost includes Henn County REPP funding - $83,000
and $95,190 County contribution towards median pavers
Right of way acquisition costs $2,948,790 TIF District 2-11: $606,290
MSA fund: $2,342,500
Engineering costs $784,597 TIF District 2-11: $473,341
MSA fund: $140,537
Storm sewer fund: $75,719
Water fund: $60,000
PIR fund: $35,000
Railroad crossing reconstruction $321,174.50 (2) TIF District 2-11: $321,174.50
(2) City cost includes Henn County participation of $183,132.50
Street lighting improvements $240,000 (3) MSA fund: $190,000
TIF District 2-11: $50,000
(3) City cost includes Henn County contribution of $60,000
'TAL CITY COST: $7,574,760.50
---see next page for cost breakdown by fund type---
.
CITY COST BREAKDOWN BY FUND:
T1F District 2-11:... ...... ......... ....... .$2,853, 174.50
MSA fund:................................. .$3,673,475
Water fund:................................. ..$392,000
Storm Sewer fund:...... ...... ... .......... .$272, 111
Special Assessments:..................... $244,000
PIR fund:... ... ... '" ... '" ... ... ... ... '" .... .$140,000
These costs are close to what has been discussed and planned for in each fund's working capital plan.
The TIF District 2-11 is slightly below earlier projections and the MSA fund amount is above projections.
Of course, these amounts will change based on the low bid amounts for the work. The proposed MSA
,nd cost is higher than what was anticipated due to the high estimates of the cost of upcoming property
quisition. If these acquisitions go reasonably well, the MSA fund cost could drop significantly.
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~'.: - ~i:ft ~;r~ ...~.. _'~~'. :f~c' ~-:~-,~"'" Agreement No. PW 19-27-02
I;: '.~ r\ P' t;' I:
. ~.JJj,' -,". ."h ~"""! County Project No. 9227
~.. ",. -il';" %,.. .
'LO I b../O -1- County State Aid Highway No.3
City of Hopkins
County of Hennepin
CONSTRUCTION COOPERATIVE AGREEMENT
THIS AGREEMENT, Made and entered into this day of
, 2002, by and between the County of Hennepin, a body politic and
corporate under the laws of the State of Minnesota, hereinafter referred to as the "County", and
the City of Hopkins, a body politic and corporate under the laws ofthe State of Minnesota,
hereinafter referred to as the "City".
WITNESSETH:
WHEREAS, the County and the City have been negotiating to bring about the
improvements of that portion of County State Aid Highway No. (CSAH) 3 (a.k.a. Excelsior
Boulevard) from approximately 235 meters (770 feet) east of Trunk Highway No. (TH) 169 to
approximately 205 meters (675 feet) east of CSAH 20 (a.k.a. Blake Road) as shown on the
County Engineer's plans for County Project No. (C.P.) 9227, which contemplates and includes
. grading, drainage, bituminous surfacing, bituminous paths, trail, retaining walls, traffic control
signal systems, concrete walk, concrete curb and gutter, streetscape amenities, an at-grade
railroad crossing and other related improvements, all within the corporate limits of the City; and
WHEREAS, the above referenced plans for CP 9227 also include the reconstruction of
Milwaukee Street between TH 169 and CSAH 3 and the reconstruction of Jackson Avenue
between CSAH 3 and S1. Louis Street as requested by the City; and
WHEREAS, the above identified construction is shown on the plans for CP 9227, which
is also lrnown as SAP 27-603-29 and MSAP 132-020-13, and which is hereinafter referred to as
the "Proj ectl'; and
WHEREAS, the County in conjunction with the City has heretofore prepared an
Engineer's Estimate of quantities and unit prices for the construction contract work of the above
described Project in the amount of Six Million Three Hundred Forty Four Thousand Six
Hundred Thirty Nine Dollars and Ninety Six Cents ($6,344,639.96) and the City has expressed
its willingness to participate in said construction cost; and
WHEREAS, the above stated Engineer's Estimate includes costs for landscaping and
streetscaping elements which are eligible for and will be funded in part under the County's
Roadside Enhancement Partnership Program; and
.
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Agreement No. PW 19-27-02
CSAH 3; c.P. 9227 .
WHEREAS, the City has pending redevelopment plans for property located in the
northeast quadrant of the intersection ofCSAH 3 and Trunk Highway No. (TH) 169 which is
immediately adjacent to the Project; and
WHEREAS, said pending redevelopment has had an effect on the design of the Proj ect
proposed herein as well as the means by which the final plans have been developed; and
WHEREAS, in conjunction with the development of said Project the City and the County
have been negotiating to bring about the transfer of that portion of County State Aid Highway
No. 20 (a.k.a. Blake Road) between the south City limits and CSAH 3 from the jurisdiction of
the County to the jurisdiction of the City; and
WHEREAS, the City has expressed intent to accept jurisdiction of the aforesaid roadway
as part of and in conjunction with the terms set forth herein for the reconstruction of CSAH 3;
and
WHEREAS, to ensure compatibility with the County's existing network of traffic signal
systems the County will furnish the controllers, control equipment and the control cabinets to be
installed as a part of said Project; and
WHEREAS, It is contemplated that said work be carried out by the parties hereto under e
the provisions of Minnesota Statutes 1992, Section 162.17, Subdivision 1 and Section 471.59.
NOW THEREFORE, IT IS HEREBY AGREED:
I
The development of this Project and the means by which the construction plans have been
created are integral to and have a direct bearing on some of the conditions set forth herein. The
following Project development chronological summary is included so that an understanding of
key events and actions is established, thereby making references to them elsewhere in this
Agreement less cumbersome and more lUlderstandable.
A preliminary layout for the reconstruction of CSAH 3 between TH 169 and CSAH 20
was prepared by the County and approved by the City in September 1999.
In March 2000 the COlUlty entered into a contract with the consultant engineering firm
Enviroscience, Inc., hereinafter also referred to as the "County's consultant", for the
development of plans and specifications for the reconstruction ofCSAH 3 between TH 169 and
CSAH 20.
During the time Enviroscience, Inc., was designing the Project the City began discussing .
the redevelopment of the site located in the northeast quadrant of the TH 169/CSAH 3
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Agreement No. PW 19-27-02
. CSAH 3; C.P. 9227
interchange with the Medica Corporation. The County was made aware of the pending
redevelopment in December 2000. Due to the preliminary nature of the redevelopment
discussions the County continued to have the Project designed by its consultant in accordance
with the layout previously approved by the City.
In February 2001 the City and the County jointly decided to expand the Project scope to
include improvements to Jackson Avenue and its intersection with CSAH 3 to accommodate the
pending redevelopment of the property located north and west of said roadways. At the time of
this decision the plans being prepared by the County's Consultant were approximately 95%
complete. The County's consultant completed the plans to 100% in April 2001.
As a result of discussions between the County and City staffs, the City entered into a
contract with the consultant engineering firm Bolton & Menk, Inc., hereinafter also referred to as
the "City's consultant", in June 2001 for the development of plans and specifications for the
Project as necessary to supplement and modify those previously prepared by the County's
consultant so as to bring about the revisions desired by the City.
In August 2001 the City approved a revised preliminary layout for the Project which was
prepared by the City's consultant and incorporated revisions to accommodate the aforereferenced
. redevelopment as well as other revisions desired by the City.
In December 2001 the City approved the final plans for the Project. The final plans
include design work completed by both the County's consultant and the City's consultant. In
addition to the aforereferenced inclusion of the Jackson Avenue reconstruction and a signalized
intersection with CSAH 3 the plans prepared by the City's consultant also include the
reconstruction of Milwaukee Street between TH 169 and CSAH 3, the construction of a parking
lot under the elevated TH 169 roadway, the construction of municipal alley connections, and
landscape/streetscape improvements.
II
The County will advertise for bids for the work and construction of the Project, receive
and open bids pursuant to said advertisement and enter into a contract with the successful bidder
at the unit prices specified in the bid of such bidder, according to law provided for Counties. The
Contract will include the aforereferenced plans and specifications prepared through the
combined work of the City's consultant and the County's consultant, and which have been
approved by the City. The Contract will also contain the plans and specifications for revisions to
the City's water distribution system, and for the construction oflandscaping and streetscaping
improvements, all ofwruch the City had completed under additional separate contracts.
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Agreement No. PW 19-27-02
CSAH 3; C.P. 9227 .
III
The County will administer the contract and inspect the construction of the Project.
However, the City Engineer shall cooperate with the County Engineer and the County's
Transportation Department staff at their request to the extent necessary, but will have no
responsibility for the supervision of the work.
The City agrees that the County may make changes in the aforereferenced approved plans
or in the character of said contract construction which are reasonably necessary to cause said
construction to be in all things performed and completed in a satisfactory manner. It is further
agreed by the City that the County may enter into any change orders or supplemental agreements
with the County's contractor for the performance of any additional construction or construction
occasioned by any necessary, advantageous or desirable changes in plans, within the original
scope of the Project. Said changes may result in an increase or decrease to the City's cost
participation estimated herein.
The City shall have the right to review any changes to the plans and specifications when
they relate to the City's cost participation or work on City owned facilities. The City Engineer
shall have the right to approve any change orders or supplemental agreements prepared by the
County that affect the City's share of the construction cost or any work that will be the City's to e
own and maintain upon the completion of the Project.
The City further agrees that it will participate in the settlement of any claims from the
County's Contractor that involve project delays attributable to delays in approval by the City for
plan or specification changes deemed necessary by the County Engineer or his staff. The amount
of participation by the City in any such claims shall be commensurate with the percentage of
delay directly attributable to its actions. .
IV
The responsibility for the acquisition of the temporary easements and permanent right of
way required to construct the Project shall be divided between the City and the County on a
parcel basis as set forth herein. Parcel identification numbers are denoted in the right of way
sheets ofthe aforementioned plans, which are attached hereto, marked Exhibit "B", and by this
reference made a part hereof.
The City shall be responsible for the acquisition ofthe required interests in parcels No.1,
2,28,29,30,31,32,33,34 and 35.
The County shall be responsible for the acquisition of the required interests in parcels No.
3,4,5,6, 7,8,9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19,20,21,22,23,24,25,26, and 27. It is
understood that parcels No.3, 4,5,6, 7, 8, 9, 10, and 11 are to be acquired in total. .
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Agreement No. PW 19-27-02
. CSAH 3; C.P. 9227
The creation of parcel remnants which do not conform with City building requirements
will not be cause for a total acquisition. The City will provide property owners with the
necessary variances where feasible to allow the owners to maintain the present use of the
property.
It is hereby understood that the phrase "responsible for the acquisition of' as used herein
shall be construed to mean the performance of all tasks and duties necessary and legally required
to obtain the right to use the subject property for the purposes set forth in this Agreement. Said
rights may be obtained by, but are not limited to, direct purchase, dedication, donation or
eminent domain. Each party is hereby obligated to provide all resources necessary to complete
the hereinbefore defined and assigned acquisitions.
Either party may contract with independent and qualified appraisers, property acquisition
and relocation consultants as they may deem necessary to fulfill their obligations.
V
The acquisition costs incurred by the City and the County as described herein shall
include, but are not limited to the following:
e . monies paid to property owners, or on behalf of property owners, as part of negotiated
settlements
. costs incurred with obtaining property through, and compliance with, Minnesota
Statute Chapter 117 (eminent domain), including all damages and awards resulting
therefrom
. relocation expenses, including the costs of consultants used therefor
. appraisals and appraisal services
. title opinions and updates
. docwnent searches Gudgment, name title, etc)
. closing, conveyance and recordation fees and taxes
. costs to maintain, provide security for, or remove and dispose of vacant property, and
any improvements thereon
. costs incurred for the relocation, reconstruction, adjustment, and/or removal of
existing private or public utility conduits or other structures located in or upon lands
acquired and within present right of way when existing valid easements and/or
permits provide for reimbursement to the utility owner for the relocation,
reconstruction, adjustment, andlor removal of the existing utility facilities
Specifically excluded from the above listing are any costs incurred by the acquiring party
for their respective personnel costs, attorneys' fees, and the costs of any consultants employed by
them for the sole purpose of negotiating acquisitions directly with property owners. All such
. costs for personnel, attorneys, and consultants shall be the sole responsibility of the acquiring
party.
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Agreement No. PW 19-27-02
CSAH 3; c.P. 9227 .
Damages, as used in this section, pertains to acquisition costs allowed by Minnesota
Statute Chapter 117 and does not abrogate the meaning ofthe language set forth elsewhere in
this Agreement.
VI
The City shall reimburse the County fifty (50) percent of all costs incurred by the County
in the acquisition of the necessary right of way and temporary easements from Parcels No. 12,
13, 14,21,22,23,24,25,26 and 27, and the total acquisitions of Parcels No.3, 4, 5, 6,7,8,9,
10, and 11.
The City shall reimburse the County sixty (60) percent of all costs incurred by the County
in the acquisition of the necessary right of way, and temporary and permanent easements from
Parcels No. 15, 16, 17, 18, 19, and 20. It is understood and agreed that the larger than normal
City share of the acquisition costs for these parcels is proportionate to increases in the right of
way and easements required on these properties to construct streets cape elements included in the
Project at the request of the City.
The total acquisitions of Parcels No.3, 4,5,6, and 7 will result in remnant portions which
are not required for the Project, but which the City desires to enhance as a continuance of the e
roadway streets cape elements included ill the Project. The County will convey ownership of
these parcels to the City and retain easements over those portions of said parcels required as right
of way for CSAH 3. The City, in consideration for the receipt of said parcel remnants, shall pay
the County amounts computed in accordance with the following; which are in addition to the
City's share of the acquisition costs for the same parcels as set forth in the fIrst paragraph ofthis
Article. Said additional payments for each of the nine parcels purchased in total shall be equal to
fifty (50) percent of the average of the "Land Value" as estimated in the certified appraisals used
to acquire the same parcel, pro-rated for that portioll of the parcel area conveyed to the City.
The total acquisitions of Parcels No.8, 9, 10 and 11 will result in remnant portions of
Parcels No.8 and 9 which are not required for the Project. Parcels No. 10 and 11 are not
required for the construction of the Project but are to be acquired in conjunction with Parcels No.
8 and 9 as the present land use of all four parcels is interrelated and they are all owned by the
same property owner. The City hereby recognizes that these remnant and excess parcels may
have value as mitigation for other property to be acquired from The Blake School for the
construction of the Project. The City therefore agrees that the County may offer the remnants of
Parcels No.8 and 9, and Parcels No.1 0 and 11 in their entirety to The Blake School as
mitigation land as part of the County's negotiations with The Blake School for the acquisition of
other parcels identified herein from said property owner for the construction of the Project. The
City further agrees that in the event the County determines the use of said parcels as mitigation
land is not beneficial, the County will convey ownership of these parcels to the City, retaining
easements over those portions of Parcels No.8 and 9 required as right of way for CSAH 3. The .
City, in consideration for the receipt ofthe remnants of Parcels NO.8 and 9, and Parcels No. 10
and 11 in total, shall then pay the County an additional amount equal to fifty (50) percent of the
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Agreement No. PW 19-27-02
. CSAH 3; C.P. 9227
average of the "Land Value" as estimated in the certified appraisals used to acquire said parcels,
pio-rated for the portions of said four parcels conveyed to the City.
The County will reimburse the City fifteen (15) percent of all costs incurred by the City in
the acquisition of the necessary right of way and temporary easements from Parcels No.1 and 2.
It is understood and agreed that the larger than normal City share of the acquisition costs for
these parcels is proportionate to increases in the right of way and easements required on these
properties to reconstruct Jackson Avenue and Milwaukee Street as designed by the City's
consultant and added to the plans prepared by the County's consultant.
All costs incurred by the City for the acquisition of the necessary right of way and
temporary easements from Parcels No. 28, 29, 30, 31, 32, 33, 34 and 35 shall be borne one
hundred (100) percent by the City.. The County will not reimburse the City for any costs
incurred in the acquisition of said parcels.
The City agrees to grant easements to the County over those lands that are a part of the
required right of way for the Project, which the City presently owns and/or has property rights
over on, and those which the City will be acquiring for the Project. Said easements shall be
granted at no cost to the County. The County will provide those portions of lands it owns which
. are required as right of way for the Project at no cost to the City.
It is understood that the Hennepin County Regional Rail Authority (HCRRA) shall not be
construed in any manner to be part of the "County" in any part of this Agreement. HCRRA is a
separate legal body from the County. Any right of way and/or easements required for the
construction oithis Project on lands owned by HCRRA (Parcel No.1) must be negotiated and
acquired by the City in the same manner as any other property owner.
VII
The County will periodically, as properties are acquired, prepare and submit to the City
invoices with itemized statements documenting the actual acquisition costs incurred by the
County. The City's share of said costs as stated on the invoice shall become due and payable
within forty five (45) days after receipt of said invoice.
The City will periodically, as properties are acquired, prepare and submit to the County
invoices with itemized statements documenting the actual acquisition costs incurred by the City
for the acquisitions of Parcels No.1 and 2. The County's share of said costs as stated on the
invoice shall become due and payable within forty five (45) days after receipt of said invoice.
The estimated right of way expenses described herein are indicated in Exhibit nA", hereto.
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Agreement No. PW 19-27-02
CSAH 3; c.P. 9227 .
VIII
The City hereby recognizes that the County has purchased some of the right of way parcels
required for the Project and has razed some of the buildings on these parcels with the County's
own forces. It is understood that said work has been performed by the County in accordance
with the City approved layout for the proposed Project. It is further understood that all costs
incurred by the County in the demolition of buildings as required for the Project, including but
not limited to actual demolition costs, survey and abatement costs for asbestos and hazardous
building materials, underground tank removal costs, and disposal costs, shall be considered right
of way acquisition costs as defined in Article V hereof and therefore shall be shared equally by
the County and the City. The City agrees to reimburse the County fifty (50) percent of all such
costs that the County has already incurred, as well as future costs that the County will incur in
the completion of the building demolition work as required to complete the construction of the
Proj ect.
The building demolition and associated costs are indicated in Exhibit "A" hereof.
IX
The County, at its sole cost and expense, has conducted a Phase 1 Environmental .
Assessment (ESA) on the Project. As a result of the findings of said environmental assessment
the County also conducted a Petroleum Release Investigation on selected parcels within the
limits of the Project and will be preparing a Construction Contingency Plan to ensure proper
handling and disposal of petroleum impacted soils that may be encountered during the
construction of the Project. In addition, it is understood that Phase II ESAs may still be required
on parcels within the Project limits. In the event a Phase II ESA is required on any parcel it is
hereby understood and agreed that the County will assume the responsibility to. have the Phase II
ESA completed. If any such Phase II ESA identifies contamination within the new right of way
for the Project that must be abated, the County will hire consultants and contractors as necessary
to perform the necessary abatement of the roadway right of way and obtain approval of the
Minnesota Pollution Control Agency. Any such abatement required may be accomplished under
a separate project or may be included in the Project.
The County will investigate and exhaust all available options for payment of costs incurred
related to the aforereferenced Petroleum Release Investigation, Construction Contingency Plan,
and any required Phase II ESA. This includes, but is not limited to, responsible parties and
governmental agencies. The City hereby agrees to reimburse the County fifty (50) percent of all
costs incurred by the County for the completion of the aforereferenced environmental work
performed on parcels associated with this Project for which the County does not receive
reimbursement from other sources. The estimated costs to complete the aforesaid environmental
work are identified in Exhibit "A" hereto.
.
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Agreement No. PW 19-27-02
. CSAH 3; C.P. 9227
X
The City shall reimburse the County for its share in the construction costs ofthe contract
work for said Project. The total final contract construction costs shall be apportioned as set forth
in the Cost Participation Summary as shown in said Exhibit "A". It is understood that the City's
proportionate share of the contract construction costs includes costs associated with the inclusion
of the signalized intersection on CSAH 3 at Jackson Ave./Milwaukee St. and other costs resulting
from the redesign ofthe west end of the Project by the City's consultant. Due to the
circumstances and the means by which the final plans and estimated quantities for this Project
have been developed, the rationale used to determine the proportionate splits of the estimated
quantities in Exhibit "A" is not apparent. The following narrative explains the rationale used to
split the estimated quantities in ExhibitI1A", and establishes the terms by which th'e proportionate
shares of the quantities of work on this Project are to be split between the County and the City.
The foundation for the proportionate splits of the contract construction costs on this Project
is the plan that was completed by the County's consultant in April 2001. It is hereby understood
and agreed that all cost increases resulting from the revisions made to the aforesaid plans by the
City's consultant are the City's responsibility. However, simply limiting the County's share of the
construction contract pay items to the estimated quantities contained in the plans prepared by the
. County's consultant could result in the City paying a disproportionate share of the work in the
event the County's Engineer in charge ofthe Project implements changes to the construction as
provided in Article III hereof. Therefore, the proportionate shares of the estimated quantities
included in Exhibit 'A' have been determined in accordance with the following terms, which shall
also govern the apportionment of the final quantities of work incorporated into the Project.
Included in Exhibit' A', on Sheet 3 of 6, is a diagram of the Project area which contains a
line denoted as the "Cost Participation Line". The location of this line represents an equitable split
ofthe contract construction costs based on the difference between the final plans for the Project
developed by the City's consultant and the plans originally developed by the County's consultant.
The use of the aforereferenced Cost Participation Line for determining the proportional shares in
the Proj ect provides a simplified and equitable means by which to account for the actual quantities
of work incorporated into the Project, including additional costs that may result from changes
during construction.
It is therefore hereby agreed that the proportionate shares of the contract construction costs
for this Project shall be split between the County and the City according to the following:
lA. All work on the Project that lies west of the north/south line traversing CSAH 3
between TH 169 and the Jackson Avenue/Milwaukee Street intersection shall be
funded one hundred (100) percent by the City.
IE. All work on the Project that lies north of the east/west line on the north side of
. CSAH 3 between the west end of the Project and Tyler Avenue shall be funded one
hundred (100) percent by the City.
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Agreement No. PW 19-27-02
CSAH 3; c.P. 9227 .
Ie. All work on the Project that lies south of the east/west line south of CSAH 3 between
the west end of the Project and the centerline of Harrison Avenue shall be funded one
hundred (100) percent by the City.
lD. All work on the actual CSAH 3 portion of the Project that lies within the area bounded
by the aforedescribed lines, as well as the remainder ofthe Project extending to the
east beyond the termini of said lines shall be split between the County and the City in
accordance with the "Hennepin County Transportation Department Policies for Cost
Participation Between Hennepin County and Other Agencies for Cooperative
Highway Projects", which by this reference is made a part hereof as though fully set
forth herein and is also herein after referred to as the "County's Cost Participation
Policy". It is understood that the detailed Engineer's Estimate in Exhibit 'A' contains
notes governing the application of the County's Cost Participation Policy for some of
the pay items included in the Project.
The application ofthe afore established cost participation methodology has resulted in the
identification of proportional share splits in Exhibit 'A' for which additional commentary is
necessary to ensure complete understanding and agreement. They are as follows:
2A. Within the detailed Engineer's Estimate included in Exhibit "Nt hereof the .
proportional quantity splits for some pay items have been identified with the word
"TAB" in lieu of an established percentage. The word TAB in this instance is in
reference to the tabulation included in the final plans for the Project wherein the
specific locations of the work and the portion ofthe estimated quantity to be
completed at each location is identified. This approach has been used because a split
ofthe quantities based solely on percentages can not be assigned due to the fact that
the actual location of the work governs in determining which party is responsible to
pay for the work. The subsections (lA, lB, lC, and lD) of the immediately preceding
paragraph govern the proportional splits for all pay items denoted with the word
"TAB".
2B. Within the detailed Engineer's Estimate included in Exhibit 'A' hereof are pay items
which are designated as 88% County and 12% City. These pay items are either lump
sum items or ones for which specific locations have not been identified in tabulations
in the Plans. The proportionate split of 88% County and 12% City is based on the
relative lengths of the CSAH 3 roadway that lie on either side ofthe afore established
north/south Cost Participation Line traversing CSAH 3 in the aforereferenced diagram
in Exhibit "A". The proportionate split of 88% County and 12% City for all pay items
so denoted in Exhibit "A" is for estimating purposes only. The final actual quantities
for these same items of work incorporated into the Project shall be split in accordance
with subsections lA, IE, lC, and ID set forth previously herein. .
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Agreement No. PW 19-27-02
. CSAH 3; c.P. 9227
3B. Within the detailed Engineer's Estimate included in Exhibit "A" hereof are pay items
which are designated as 46% County with the remainder assigned to the City. These
pay items are the "pro-rata" items for which the percentage split is dependent on the
proportional split of all other pay items included in the Project, as per the County's
Cost Participation Policy. The percentages for all pro-rata items shall remain
unchanged from those set forth in Exhibit 'A' and shall be applied to the final actual
quantities for these same items incorporated into the Proj ecl.
It is understood that the Engineer's Estimate included and referenced in this Agreement is an
estimate of the construction costs for the contract work on said Project and that the unit prices set
forth in the Contract with the successful bidder and the final quantities as measured by the County
Engineer or a designated representative shall govern in computing the total final Contract
construction cost for apportioning the cost of said Project according to the provisions herein.
XI
The construction ofthis Project necessitates the reconstruction of the existing at-grade
railroad crossing located on CSAH 3 at the intersection with Milwaukee Street and Jackson
Avenue. The County has prepared and will enter into an agreement with the Soo Line Railroad
. Company (d/b/a! Canadian Pacific Railway), hereinafter referred to as the "Railroad", for the
installation of the new surface crossing materials, roadway gates, and flashing light warning
devices required at said intersection. The Railroad will complete the aforereferenced work in
conjunction with the construction of the Project. The Railroad has estimated the costs to
complete the aforereferenced work in the amounts of $260,755.00 for the at-grade crossing
surfacing and $243,552.00 for the necessary safety and warning devices. Copies of the
Railroad's estimates are attached hereto, marked Exhibit "C"; sheets 1 and 2 respectively, and by
this reference made a part hereof.
It is hereby recognized and understood that the aforelisted amounts, totaling $504,307.00,
represent the Railroad's estimate of the costs to replace the at-grade crossing and install the
safety and warning devices required to accommodate the Jackson A venuelMilwaukee Street
intersection with CSAH 3 as designed in the final plans for the Project. It is further understood
that the design of said intersection included in the final plans for the Proj ect was prepared by the
City's consultant as a result ofpendiug redevelopment in the vicinity and the addition of the
Milwaukee Street reconstruction to the scope ofthe Project.
As established in Article I of this Agreement, when the decision was made to revise the
scope ofthe Project and include a signalized intersection on CSAH 3 at Jackson
Avenue/Milwaukee Street the plans that the County's consultant was preparing for the Project
were essentially 95% complete. Based on the design included in the plans developed by the
County's consultant, the Railroad had prepared and submitted an estimate in the total amount of
. $99,611.00 for the completion of all work necessary to extend the existing at-grade crossing of
its trackage with CSAH 3 and to relocate the existing safety and warning devices as necessary.
Copies of the aforereferenced Railroad's estimate, in two separate amounts of $46,856.00 for the
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Agreement No. PW 19-27-02
CSAH 3; c.P. 9227 .
at-grade crossing extension and $52,755.00 for the roadway safety devices, are attached hereto,
marked Exhibit "D"; Sheets 1 and 2 respectively, and by this reference made a part hereof.
The difference between the totals of the Railroad's estimates is $404,696.00. It is hereby
understood and agreed that said difference is the direct result of the change in the scope and
design of the Project and the at-grade railroad crossing itselfthat occurred when the decision was
made to include a signalized intersection on CSAH 3 at the Jackson AvenueIMilwaukee Street
location due to the pending redevelopment of the property in the northwest quadrant of said
intersection. Therefore, the City hereby agrees to be responsible for all costs in excess of
$99,611.00 that the Railroad invoices the Cmmty under the terms of the aforesaid separate
Hennepin County Agreement No PW 63-85-01 for the completion of all work, services, and
materials necessary to complete the replacement of the at-grade crossing with a longer crossing
surface and to complete the installation of the required roadway gates and flashing light warning
devices at said intersection.
It is understood that the County will be responsible to make all payments to the Railroad
for the completion of the aforesaid work as provided in Hennepin County Agreement No. PW
63-85-01. The City hereby agrees to reimburse the County for all costs incurred under said
agreement in excess of $99,611.00. The County will invoice the City separately for the
reimbursement of said costs as the work is completed by the Railroad and the County is invoiced .
by the Railroad for payment. The City shall pay to the County the full amount due on the
invoices submitted to the City within forty five (45) days of the invoice date for such invoices.
XII
At the request of the City the median islands to be constructed on CSAH 3 as part of the
Project include streetscaping elements of concrete pavers and vegetation in locations where the
County would otherwise normally construct concrete surfacing at its sole cost. As set forth in
Exhibit "A" of this Agreement, the City shall be responsible for the construction costs in the
Project for the streetscaping elements within the medians on CSAH 3.
The County hereby agrees to credit the City's total share ofthe construction costs for the
Project in an amount equal to that which the County would normally pay for the construction of
concrete surfacing in the CSAH 3 medians. Said credit shall be determined by multiplying the
unit price per square meter for the pay item "100 mm Concrete Walk", as established in the
actual construction contract for the Project, by the quantity of 3173 square meters. It is
understood that said quantity of 3173 square meters is hereby established as the total area within
the medians on CSAH 3 where the County would normally construct concrete smfacing and that
said quantity shall remain unchanged and shall be used to compute the actual amount of credit to
the City.
The afore set forth credit is shown in Exhibit "A" at the estimated amount of $95,190.00,
which is based on an estimated unit price of $30.00 per square meter for the 100 rom Concrete .
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Agreement No. PW 19-27-02
. CSAH 3; C.P. 9227
Walk pay item. The actual amount of credit shall be detennined using the actual construction
contract unit price for the "100 nun Concrete Walk" pay item multiplied by 3173 square meters..
XIll
In addition to the aforesaid credit for the medians on CSAH 3, the County will also give the
City a credit associated with street lighting on this Project. All of the street lighting that
presently exists on CSAH 3 throughout the limits of this Project needs to be relocated to fit the
new roadway design. The City has decided however, to replace the existing street lighting units
I with new ones that better complement the streetscaping elements incorporated into the Project,
I rather than have the existing units relocated.
It is understood that the installation of the new street lighting system for this portion of
CSAH 3 will be completed by Xcel Energy under a separate contract with the City. While the
installation ofthe new lighting system will need to be coordinated with the construction activities
of the Project, it will not be a part ofthe construction contract administered by the County. The
Project does include salvaging of the existing street lighting units, which will be delivered to the
City.
. Under the County's Cost Participation Policy all costs to relocate existing street lighting in
conjunction with the reconstruction of a roadway are the responsibility of the County. Therefore,
all costs to salvage and deliver the existing street light standards shall be paid 100% by the
County. Since the Project does not include the reinstallation of these same light standards, the
County hereby agrees to give a credit to the City in an amount representative of the reasonable
cost that would be the County's responsibility if the salvaged light standard were to be
reinstalled as part of said Project.
It is hereby understood and agreed that the aforesaid credit to the City for street lighting
shall be $12,000.00. It is further understood that said credit amount is based on the reasonable
estimated unit price of$300.00/each to reinstall each of the forty lighting standards to be
salvaged and returned to the City as a part of the Project. It is further understood and agreed that
said credit amount is the total and final amount of credit that the City will receive from the
County in association with street lighting for this Project.
XIV
The County, through its Roadside Enhancement Partnership Program, will participate in a
proportionate share of the construction costs to install trees, shrubs, and an irrigation system
along CSAH 3 as part of this Project. As set forth in the County's Cost Participation Policy the
County's proportionate share of the construction costs eligible for this funding source shall be
thirty three (33) percent, and shall not exceed the amount of$161,500.00 (based on a maximum
. County contribution of$200,000.00 per centerline mile).
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Agreement No. PW 19-27-02
CSAH 3; c.P. 9227 .
Included in Exhibit "A" is the estimated amount of$82,638.60 which represents the
County's proportionate share ofthe landscape work to be constructed as a part of this Project. It
is hereby understood that the actual amount of the County's participation shall be determined
using the actual Contract unit prices for the eligible pay items and the actual quantities of work
completed on the Project, subject to the aforesaid stated percentage and maximum participation
amount. It is also understood that plantings installed along Jackson Avenue and Milwaukee
Street are not eligible for County participation.
XV
As established in Article I hereof, the development of the plans and specifications for this
Project have not been accomplished in a straight forward traditional approach. The County
hereby acknowledges that the City has already incurred costs and made payments for those
portions of the design of the Project that has been completed by the various consultants hired by
the City. Therefore, the traditional distribution of design engineering costs with a simple
formula based on the final quantities of work incorporated into the Project is not applicable.
The City hereby acknowledges and agrees that a portion of the original design ofthe
Project as completed by the County's consultant is incorporated into the final Plans for the
Project and therefore the City hereby agrees to reimburse the County for a proportionate share of e
design engineering costs incurred by the County for the plans prepared by the County's
consultant. The City hereby agrees to pay to the County the negotiated lump sum amount of
$41,737.47 as the City's total and final share cfthe design engineering costs incurred by the
County in the development of this Project. The calculations used to determine the aforestated
negotiated lump sum payment are included in Exhibit 'E' attached hereto, and by this reference
made a part hereof.
The City agrees that all costs incurred by the City in hiring the consultant engineering firm
of Bolton & Menk, Inc. to revise the plans originally prepared for the Project by the County's
consultant shall be borne entirely by the City. The County shall not reimburse the City for any
such costs incurred.
The City further agrees that all costs incurred by the City for the development ofthe plans
and specifications for the water distribution system improvements, landscaping and streetscaping
improvements, and street lighting improvements to be included in the Project shall be borne
entirely by the City. The County shall not participate in any such costs incurred by the City.
XVI
In addition to payment of the City's proportionate share of the contract construction cost,
design costs, and other costs as set forth herein, the City agrees to reimburse the County a sum
equal to eight percent (8%) of the amount computed as the City's share of the contract .
construction cost for the Project. It is understood that said additional reimbursement by the City
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Agreement No. PW 19-27-02
. CSAH 3; C.P. 9227
is its proportionate share of all construction engineering costs incurred by the County in
connection with the work performed under this Agreement.
XVII
The County will supply the traffic signal controllers, control equipment and cabinets
(County Supplied Equipment) for the Project. Therefore, in addition to the aforesaid
proportionate shares of contract construction and engineering costs the City also agrees to
reimburse the County for its proportionate share of the costs of the County Supplied Equipment.
Said proportionate share ofthe County Supplied Equipment shall be equal to the City's
proportionate share of the contract signal work. An estimate of the City's share of County
Supplied Equipment is incorporated into Exhibit HAt!. It is further agreed that said estimate of
the costs of County Supplied Equipment is an estimate and that the actual quantities of
equipment as determined by the County Engineer or a designated representative shall govern in
computing the total final apportionment of cost participation by the City in the County Supplied
Equipment.
The County will invoice the City separately for said County Supplied Equipment.
Payment shall be made to the County by the City for the full amount due on said invoice within
. forty five (45) days of the invoice date.
XVIII
After an award by the County to the successful bidder on the Project, the County will
invoice the City for ninety five (95) percent of the estimated City share in the contract
construction and construction engineering costs for the Project, plus one hundred (l 00) percent
of the City's proportionate shares of the design engineering, building demolition, and Phase II
Environment Studies costs incurred by the County for the Project, less the full amount of the
credits due the City as set forth elsewhere herein. Payment shall be made to the County, in the
name of the Hennepin County Treasurer, by the City for the full amount due stated on the
invoice within forty five (45) days of the invoice date. Said estimated City share shall be based
on actual contract unit prices applied to the estimated quantities shown in the plans.
In the event the County Engineer or the County's Transportation Department staff
determines the need to amend the construction contract during the construction of the Project
with a supplemental agreement or change order which results in an increase in the contract
amount for the Project, the City hereby agrees to remit within forty five (45) days of notification
by the County of said change an amount equal to ninety five (95) percent of the estimated City
share as documented in the supplemental agreement or change order.
The remainder ofthe City's share in the engineering cost and contract construction costs,
. including additional costs resulting from supplemental agreements and change orders, will be
due the County upon the completion of the Project and submittal to the City of the County
Engineers final estimate for the Project.
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Agreement No. PW 19-27-02
CSAH 3; c.P. 9227 .
Upon final payment to the Contractor by the County, any amount remaining as a balance
in the deposit account will be returned to the City; likewise, any amount due the County from the
City upon fmal payment by the County shall be paid by the City as its final payment for the
construction and engineering costs of said Project within forty five (45) days of receipt of an
invoice from the County.
XIX
All payments to the County must be postmarked by the date due or a late penalty of one
(1) percent per month, or fraction thereof, on the unpaid balance will be charged to the City. The
City shall pay the amount due as stated on the invoice, notwithstanding any dispute of such
amount. Should a disputed amount be resolved in favor of the City, the County shall reimburse
the disputed amount plus daily interest thereon calculated from the date such disputed amount
was received by the County. Daily interest shall be at the rate of one (1) percent per month on
the disputed amount.
XX
The County will prepare weekly progress reports for the Project as provided in the e
specifications. Copies of these reports will be furnished to the City upon request.
K.XI
All records kept by the City and the County with respect to the Project shall be subject to
examination by the representatives of each party hereto.
XXII
The County reserves the right not to issue any permits for a period of five (5) years after
completion of said Project for any service cuts in the roadway surfacing of the County Highways
included in this Project for any installation of underground utilities which would be considered
as new work; service cuts shall be allowed for the maintenance and repair of any existing
underground utilities.
XXIII
It is agreed that the City shall, at its own expense, remove and replace all City owned signs
that are within the construction limits of this Project and which are not to be removed as a part of
this Project. Removal and replacement operations shall be coordinated with the construction
activities through the County's Project Engineer.
.
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Agreement No. PW 19-27-02
. CSAH 3; c.p, 9227
XXIV
As a part of said Project, the County shall place the necessary signs and the City, at its
expense, shall provide the enforcement for the prohibition of on-street parking on those portions
of CSAH 3 constructed W1der said Project, recognizing the concurrent jurisdiction ofthe Sheriff
of Hennepin County.
Any modification of the above parking restrictions shall not be made without first
obtaining a resolution from the County Board of Commissioners permitting said modification.
XXV
The City agrees that any City license required to perform electrical work within the City
shall be issued to the Contractor or the County at no cost to the Contractor or the County.
Electrical inspection fees shall not be more than those established by the State Board of
Electricity in the most recently recorded Electrical Inspection Fee Schedule.
XXVI
. The City, at its sole cost and expense, shall install or cause the installation of adequate
three wire, 120/240 volt, single phase, alternating current electrical power connections to all the
traffic control signals with integral street lights constructed as a part of said Project. Further, the
City shall provide the electrical energy for the operation of the said traffic control signals and
integral street lights at no cost to the County.
XXVII
The City shall not revise by addition or deletion, nor alter or adjust any component, part,
sequence, or timing of the aforesaid traffic control signals, however, nothing herein shall prohibit
prompt, prudent action by properly constituted authorities in situations where a part of such
traffic control signals may be directly involved in an emergency.
XXVllI
Upon completion ofthis Project, the County shall thereafter maintain and repair said
traffic control signal system installed as part of said Project, all at the sole cost and expense of
the County. Said maintenance shall include all components ofthe EVP Systems. Further, the
County, at its expense, shall maintain 110 volt power to the line side of the fuse in the base of the
signal poles for the integral street lights. The City, at its expense, shall maintain the fuse, the
luminaire and the wire to the load side of the fuse in the base of the signal poles.
. The EVP Systems provided for in this Agreement shall be installed, operated, maintained
or removed in accordance with the following conditions and requirements:
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Agreement No. PW 19-27-02
CSAR 3; c.P. 9227 .
(1) Emitter units may be installed and used only on vehicles responding to an emergency as
defined in Minnesota Statutes Chapter 169.01, Subdivision 5 and 169.03. The City will
provide the County Engineer or his duly appointed representative a list of all such vehicles
with emitter units.
(2) Malfunctions of the EVP Systems shall be reported to the County immediately.
(3) In the event said EVP Systems or components are, in the opinion of the County, being
misused or the conditions set forth herein are violated, and such misuse or violation
continues after receipt by the City of written notice thereof from the County, the County
shall remove the EVP System. Upon removal of the EVP System pursuant to this
paragraph, the field wiring, cabinet wiring, detector receivers, infrared detector heads and
indicator lamps and all other components shall become the property of the County.
(4) All timing of said EVP Systems shall be determined by the County.
XXIX
It will be necessary to detour CSAH 3 traffic during the construction of this Project to
allow the Railroad to complete the installation ofthe new at-grade crossing surfacing. The .
detour route, which utilizes Trunk Highways and County State Aid Highways, is identified in the
plans. All guide signs and regulatory signs required for the detour shall be furnished, installed,
maintained, and removed by the County's contractor as part of the Project.
The County will not be responsible for any damage caused by increased traffic on city
streets not marked as the official detour.
XXX
Each party agrees that it will be responsible for its own acts and the results thereof, to the
extent authorized by law, and shall not be responsible for the acts ofthe other party and the
results thereof. The County and the City's liability is governed by the provisions of Minnesota
Statutes, Chapter 466.
The County and the City each warrant that they are able to comply with the
aforementioned indemnity requirements through an insurance or self-insurance program.
XXXI
It is understood and agreed that upon completion of the Project, all street lighting, bituminous
trails, concrete sidewalks, water distribution system components, sanitary sewer system
components, irrigation systems, wooden fences, retaining walls, trees, shrubs, pavers, storm water .
quality structures, municipal street construction, and all items shown on the plan sheets identified as
"Landscape and Streetscape Improvements" that are included in said Project shall become the
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Agreement No. PW 19-27-02
. CSAH 3; C.P. 9227
pr~perty of the City and all maintenance, restoration, repair or replacement required thereafter shall
be performed by the City at no expense to the County.
XXXII
It is hereby understood that the County requires an operational clear zone behind the face
of curb for storage of snow removed from County roadways. The City hereby agrees to be
responsible for the removal of any snow, that the City deems necessary to remove, which may be
placed on its sidewalks and/or pedestrian/bicycle paths as a result of the County's snow removal
operations on the County's roadways within the limits ofsaid Project.
XXXill
Upon completion of the Project the County shall, at its own cost and expense, retain
ownership and maintenance responsibilities for those portions ofthe roadway storm sewer
drainage system functioning as catch basins and their associated lead pipes that are within or
between the outermost curblines of the County roadways and also those within the radius return
limits of intersecting municipal streets. All other components of the roadway storm sewer
drainage system, constructed as a part of this Project including but not limited to all trunk lines,
. and water quality structures, regardless of their location within County right of way, shall
become the property ofthe City and all maintenance, restoration or repair required thereafter
shall be performed by the City at no cost to the County.
All questions of maintenance responsibilities that may arise shall be jointly resolved by the
City Engineer and the County's Operations Division Engineer,
XXXIV
The City agrees to defend, indemnify; and hold harmless the County, its officials, officers,
agents, volunteers, and employees from any liability, claims, causes of action, judgments,
damages, losses, costs, or expenses, including reasonable attorney's fees, resulting directly or
indirectly from any act or omission of the City, its contractors, anyone directly or indirectly
employed by them, and/or anyone for whose acts andlor omissions they may be liable for related
to the ownership, maintenance, existence, restoration, repair or replacement of the aforedefiued
City owned improvement constructed as a part ofthe Project.
:xxxv
It is agreed that any and all employees ofthe City and all other persons engaged hy the
City in the performance of any work or services required or provided for herein to be performed
by the City shall not be considered employees of the County, and that any and all claims that
. mayor might arise under the Workers' Compensation Act or the Minnesota Economic Security
Law on behalf of said 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 employees while so engaged
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Agreement No. PW 19-27-02
CSAH 3; c.P. 9227 .
on any of the work or services provided to be rendered herein shall in no way be the obligation
or responsibility of the County.
Also, 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 of the City, and that any and all claims that mayor
might arise under the Workers' Compensation Act or the Minnesota Economic Security Law on
behalf of said 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 employees while so engaged on any of the
work or senrices provided to be rendered herein shaIl in no way be the obligation or
responsibility ofthe City.
xx,XVI
In order to coordinate the senrices of the County with the activities of the City so as to
accomplish the purposes ofthis Agreement, the Hennepin County Engineer or a designated
representative shall manage this Agreement on behalf of the County and serve as liaison between
the County and the City.
In order to coordinate the services of the City with the activities of the County so as to .
accomplish the purposes of this Agreement, the City's Director of Public Works or a designated
representative shall manage this Agreement on behalf of the City and serve as liaison between
the City and the Cmmty.
XXXVII
The City hereby agrees that the County will revoke the designation of CSAH 20 (Blake
Road) as a County State Aid Highway within the City between the south limits ofthe City and
CSAH 3 and furthermore, that the City will accept jurisdiction of said roadway under the
provisions of Miooesota Statutes 1992, Section 162.02.
The City agrees to accept the conveyance of said roadway subject to all existing
encumbrances such as, but not necessarily limited to, permits and easements.
~XXVIlI
Upon approval of this Agreement, the County will request that the Commissioner of the
Minnesota Department of Transportation remove the above identified County roadway from the
County State Aid Highway System. The City, by this Agreement, concurs in this change of
designation and jurisdiction.
.
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Agreement No. PW 19-27-02
. CSAH 3; C.P. 9227
XXXIX
Transfer of the aforesaid roadway to the City shall occur and become effective on the first
day of the month immediately following the approval ofthe CSAH designation change by the
Commissioner of the Minnesota Department of Transportation as immediately hereinbefore set
forth.
XL
The County shall provide the City with the following information and records, to the
extent that they are available for the roadway transferred to the City.
1. As-built construction plans, and microfilm records.
2. Bridge inspection reports and ratings.
3. Inventory data.
4. History of most recent betterments.
XLI
Upon transfer to the City of the route hereinbefore identified in Article XXXVII, the City
. hereby agrees to do and perform all roadway and other maintenance at its sole cost and expense.
XLII
It is understood and agreed that the entire agreement between the parties is contained
herein and that this Agreement supersedes all oral agreements and negotiations between the
parties relating to the subject matter hereof. All items referred to in this Agreement are
incorporated or attached and are deemed to be part oftrus Agreement.
Any alterations, variations, modifications, or waivers of provisions of this Agreement shall
only be valid when they have been reduced to writing as an amendment to this Agreement signed
by the parties hereto.
XLIII
The provisions of Minnesota Statutes 181.59 and of any applicable local ordinance relating
to civil rights and discrimination and the Afftrmative Action Policy statement of Hennepin
County shall be considered a part of this Agreement as though fully set forth herein.
(This space intentionally left blank)
.
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Agreement No. PW 19-27-02
CSAH 3; C.P. 9227 .
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 HOPKINS
(Seal) By:
Mayor
Date:
And:
Manager
Date:
COUNTY OF HENNEPIN
ATTEST: .
By: By:
Deputy/Clerk of the County Board Chair of its County Board
Date: Date:
APPROVED AS TO FORM: And:
AssistantlDeputy/County Administrator
By: Date:
Assistant County Attorney
And:
Date: Assistant County Administrator, Public Works
and County Engineer
Date:
APPROVED AS TO EXECUTION: RECOMMENDED FOR APPRO V AL:
By: By:
Assistant County Attorney Director, Transportation Department .
Date: Date:
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Hennepin County Agreement No, PW 19-27-02
Exhibit "Au; Sheet 3 of 6
-- --
. EXHIBIT A
HENNEPIN COUNTY PROJECT NO. 9227
SAP 27-603-29; MSAP 132-020-13
CSAH 3 (EXCELSIOR BOULEVARD)
BETWEEN T.H. 169 AND Efl.ST OF BlJ\KE ROAD
TOTAL ESTIMATED COST HENNEPIN COUNTY HOPKINS
CONTRACT CONSTRUCTION (11
CSAH 3
ROADWAY (2) $4,265,228.20 $2,643,253.16 $1,621,975.04
LANDSCAPING (3) $710,537.98 $82,638.60 $627,899.38
JACKSON AVENUE $531,612.49 $531,612.49
MILLWAUKEE STREET $346,280.84 $346,280.84
STORM SEWER $490,980.45 $245,490.23 $245.490.22
SUBTOTALS $6,344,639.95 $2,971,381.99 $3,373,257.97
ENGiNEERING
DESIGN (4) $41,737.47
CONSTRUCTION (5) (@ 8%) $269,860.64
COUNTY SUPPLIED SIGNAL EQUiPMENT
@ CSAH 20 (BLAKE ROAD) $15,000.00 $15,000.00
. @ JACKSON AVE.! MILLWAUKEE ST. $15,000.00 $15,000.00
RIGHT OF WAY
ACQUIRED BY CITY
PARCELS 1 & 2 (6) $125,000,00 $18,750.00 $106,290.00
PARCELS 28. 35 $500,000.00 $0.00 $500,000. DO
ACQUiRED BY COUNTY
PARCELS 3 -14 & 21 - 27 $3,900,000.00 $1,950,000.00 $1,950.000.00
PARCELS 15 - 20 (7) $300,000.00 $120,000.00 $180,000.00
BUILDiNG REMOVALS BY COUNTY (B) $425,000.00 $212,500.00 $212,500.00
PHASE I ESA $7,973.46 $7,973.46
PHASE II ESA
PETROLEUM RELEASE INVESTIGATION ( 9) $5,500.00 $550.00 $550.00
CONSTUCTION CONTINGENCY PLAN $3,400.00 $1,700.00 $1,700.00
CREDITS
MEDIANS (10) $95,190.00 ($95,190.00)
LIGHTING (11) $12,000.00 ($12,000.00)
RR CROSSING
. CROSSING SURFACE [12) $260,755.00 $46,856.00 $213,899.00
PROTECTION DEVICES (13) $243,552.00 $52,755.00 $190,797,00
O:\003_9227\SPREADSHEETS\EXHIBIT A.~I.
Hennepin County Agreement No. PW 19-27-02
Exhibit "A"; Sheet 1 of 6
.
FOOTNOTES
(1) See Sheets 4, 5 and 6 of Exhibit "A" for detailed Engineer's Estimate.
(2) Includes columns entitled "Participating SAP. 27-603-29 CSAH No.3", "Participating M.SAP. 132-020-13
City of Hopkins Roadway", and "Non-Participating City of Hopkins Roadway".
(3) See footnote on Exhibit "A", sheet 6 of 6 and Article XIV. Actual County contribution with Roadside Enhancement
Partnership Program funds not to exceed $161,515.00.
(4) Negotiated Amount - See Article XV and Exhibit "E". .
(5) Amount computed as 8% of City's share of contract construction cost.
(6) Split: 15% County and 85% City.
(7) Split: 40% County and 60% City.
(8) Includes associated hazardous waste testing and disposal.
(9) County anticipates 80% of total cost to be reimbursed by the State of Minnesota.
(10) Actual amount of credit subject to change - See Article XII.
(11) Amount of credit fixed - See Article XIII.
(12) See Sheet 1 of Exhibits "C" and "D" for detailed Railroad estimates. County's share limited to $46,856.00,
See Article XI.
(13) See Sheet 2 of Exhibits lie" and "D" for detailed Railroad estimates. County's share limited to $52,755.00,
See Article XI.
.
Hennepin County Agreement No. PW 19-27-02
Exhibit "A"; Sheet 2 of 6
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Hennepin County Agreement No. PW 19-27-02
Exhibit "A"; Sheet 3 of 6
S.A.P. 27-60..29 C.S.A.H. NO.3
TAB NOTES ITEM TRANSPORT DESCRIPTION UNIT UNIT TOTAL EXCELSIOR BLVD.
CODE PRICE ROADWAY (B) RO
EST. EST. COST SHARE EST. EST COST SHARE EST.
1 2563.613 00504 REFLECTORIZED PLASTIC SAFETY DRUM UNIT DAY $50.00 140 $7000.00 46.00% 64.40 $3 0.00 1D,OOll/1l
1 2563.613 00505 REFLECTORIZED PLASTIC SAFETY DRUM WI DOWN ARROW UNIT DAY $50.00 140 $7000.00 46.00% 64.40 53 220.00 10.00%
1 2563.613 01100 PORTABLE CHANGEABLE MESSAGE SIGN UNIT DAY 5100.00 42 $4200.00 46.00% 19.32 51.932.00 10.00%
.. 1 2563.613 01441 12m X 1.2 m SIGN WI SUPPORT UNIT DAY $100.00 140 $14 000.00 46.00% 64.40 56.440.00 10.00%
0 2564.531 00130 SIGN PANEL TYPE C P m2 $225.00 84.16 $18936.00 TAB 62.62 $14089.50 TAB
T 2564.531 00140 SIGN PANEL TYPE 0 Ip m2 $215.00 16.47 $3541.05 TA6 8.25 $1 773.75 TAB
U 2564.550 00010 DELINEATOR EACH $25.00 53 $1 325.00 TAB 45.00 $1 125.00
29 2564.602 00277 HOPKINS BUSINESS SIGN EACH $5000,00 1 $5 000.00 SO.OO
52 2564.602 04201 PAVEMENT MESSAGE LEFT ARROW. PAINT EACH $46.00 68 $3 128.00 46.00% 31.28 $1 438.88 10,00%
52 2564.602 04202 PAVEMENT MESSAGE RIGHT ARROW\- PAINT EACH 546.00 10 $460.00 46.00% 4.60 $21.1.60 10.00%
52 2564.602 04203 PAVEMENT MESSAGE ONLY\. PAINT EACH $90.00 4 $360.00 46.00% 1.84 $165.60 10.00%
52 2564.602 04206 PAVEMENT MESSAGE RR CROSSINGl- PAINT EACH $90.00 14 $1.260.00 46.00% 6.44 5579.60 10.00%
I 52 2564.602 04209 PAVEMENT MESSAG RU ARROWl- PAINT EACH $46.00 75 $3450.00 46.00% 34.50 $1 587.00 10.00%
R 2564.602 05098 PAVEMENT MESSAGE RR CROSSING - POLY PREFORMED EACH $250.00 9 $2.250.00 TAB 3.00 $750.00 TAB
R 2564.602 05100 PAVEMENT MESSAGE ONLYl- POLY PREFORMED EACH $350.00 22 $7.700.00 TAB 16.00 $5600.00 TAB
R 2564.602 05101 PAVEMENT MESSAGE LT ARRO - POLY PREFORMED EACH $250.00 41 $10,250.00 TAB 28.00 $7 000.00 TAB
R 2564.602 05102 PAVEMENT MESSAGE RT ARRO - POLY PREFORMED EACH S250.00 13 $3.250.00 TAB 6.00 $1 500.00 TAB
R 2564.602 05110 PAVEMENT MESSAGE HANDICAPPED - POLY PREFORMED EACH $300.00 1 $300.00 $0.00
52 2564.603 11100 100 mm SOLID LINE WHITE. PAINT m $1.00 6535 $6535.00 46.00% 3006.10 $3006.10 10.00% I
52 2564.603 11200 200 mm SOLID LINE WHITE. PAINT m $2.50 1263 $3157.50 46.00% 580.98 $1 452.45 10.00%
52 2564.603 11610 600 mm STOP LINE WHITE. PAINT m $12.50 4000 $50 000.00 46.00% 1 840.00 $23000.00 10.00%
52 2564.603 12100 100 mm BROKEN LINE WHITE-PAINT m $0.50 451 $225.50 46.00% 207.46 S103.73 10.00%
52 2564.603 13100 100 mm SOLID LINE YELLOW- PAINT m $0.50 4769 $2 384.50 46.00% 2193.74 $1 096.87 10.00%
52 2564.603 13108 100 mm DOUBLE SOLID LINE YELLOW- PAINT m $1.00 1321 $1 321.00 46.00% 607.66 $607.66 10.00%
52 2564.603 14100 100 mm BROKEN LINE YELLOW - PAINT m $0.50 130 $65.00 46.00% 59.80 $29.90 10.00%
.... R 2564.603 21100 100 mm SOLID LINE WHITE. POLY PREFORMED m $11.25 1774 $19.957.50 TAB 838.00 59427.50 TAB
R 2564.603 21200 200 mm SOLID LINE WHITE - POLY PREFORMED m $20.00 148 $2 960.00 $0.00 TAB
... R 2564.603 21600 600 mm SOLID LINE WHITE - POLY PREFORMED m $50.00 232 $11 600.00 TAB 135.00 $6 750.00 TAB
R 2564.603 22100 100 mm BROKEN LINE WHITE. POLY PREFORMED m $11.25 651 $7 323.75 TAB 428.00 $4815.00 TAB
R 2564.603 =13 200 mm BROKEN LINE WHITE- POLY PREFORMED m $20.00 132 $2 640.00 $0.00 TAB
R 2564.603 33100 100mm SOLID LINE YELLOW. EPOXY m $1.00 219 $219.00 TAB 185.00 $185.00
R 2564.603 33102 100 mm DOUBLE SOLID LINE YELLOW. EPOXY m $4.00 404 $1 616.00 $0.00
R 2564.603 33600 600 mm SOLID LINE YELLOW. EPOXY m $15.00 9 $135.00 $0.00
no. R 2564.603 34100 100 mm BROKEN LINE YELLOW. EPOXY m $1.00 37 $37.00 TAB 37.00 $37.00
121 2564.604 00010 CONSTRUCTION SIGN SPECIAL m2 $250.00 70 $17 500.00 46.00% 32.20 $8.050.00 10.00%
R 2564.604 00052 ZEBRA CROSSWALK WHITE - POLY PREFORMED m2 $90.00 1362 $122580.00 TAB 1 074.00 $96.660.00 TAB
.. 52 2564.604 00055 ZEBRA CROSSWALK WHITE - PAINT m2 $25.00 1362 $34 050.00 46.00% 626.52 $15663.00 10.00%
u 122 2565.511 00011 FULL T ACT T CONTROL SIGNAL SYSTEM A SIGS $275 000.00 1 $275 000.00 $0.00
22\123 2565.511 00013 FULL T ACT T CONTROL SIGNAL SYSTEM C SIGS $200 000.00 1 $200 000.00 100.00% 1.00 $200000.00
2565.601 00111 TRAFFIC CONTROL INTERCONNECTION A LUMP SUM $15 000.00 1 $15.000.00 $0.00 100.00%
2565.601 00112 TRAFFIC CONTROL INTERCONNECTION B LUMP SUM $10 000.00 1 $10 000.00 50.00 100.00%
2565.601 00113 TRAFFIC CONTROL INTERCONNECTION C LUMP SUM $10000.00 1 $10000.00 100.00% 1.00 S10000.00
2565.601 00114 TRAFFIC CONTROL INTERCONNECTION 0 LUMP SUM $15 000.00 1 $15 000.00 100.0Q% 1.00 515 000.00
5 2565.602 00031 ADJUST HANDHOLE EACH 5200.00 1 $200.00 $0.00
22 2565.616 00104 REVISE SIGNAL SYSTEM 0 SYS $25 000.00 1 $25 000.00 100.00% 1.00 $25 000.00
22 2565.616 00127 FUTURE SYSTEM EQUIPMENT SIGNAL SYSTEM B SYS $25.000.00 1 $25 000.00 $0.00
41 2565.616 00300 TEMPORARY SIGNAL SYSTEM SYS $40 000.00 1 540 000.00 100.00% 1.00 S40000.00
,
..
14 31 2571.501 05080 CONIFEROUS TREE 2.5 m HT B&B TREE $350.00 10 $3 500.00 $0.00
14 31 5 2571.502 06250 DECIDUOUS TREE 60 mm CAL BSB TREE $350.00 198 $69300.00 $0.00
14 31 2571.603 06150 ORNAMENTAL TREE 40 mm CAL BSB TREE 5280.00 39 $10920.00 $0.00
1431 2571.504 04020 CONIFEROUS SHRUB 600 mm SPREAD CaNT SHRB $40.00 423 $16 920.00 $0.00
14 31 2571.505 03002 DECIDUOUS SHRUB NO 2 CONT SHRB $30.00 1025 530 750.00 $0.00
14 31 2571.507 01100 PERENNIAL 100 mm CONT PLT $10.00 4167 $41 670.00 $0.00
1 2572.501 00010 TEMPORARY FENCE m 545.00 100 $4 500.00 88.00% 88.00 $3 960.00 12.00%
M 1 2573.501 00010 BALE CHECK EACH $5.50 145 $797.50 TAB 91.00 $500.50 TAB
M 48 2573.502 00040 SILT FENCE lYPE MACHINE SLICED m $7.50 1039 S7 792.50 TAB 958.00 $7 185.00 TAB
9 2573.610 00010 RISER STANDPIPE EACH $650.00 5 53 250.00 88.00% 4.40 $2 860.00 12.00%
1 2573.602 00010 TEMPORARY SEDIMENT TRAP EACH $1 350.00 7 $9 450.00 86.00% 6.16 $8316.00 12.00%
14 2575.502 02600 SEED MIXTURE WILDFLOWER NO 1 k $1 000:00 8.10 $8 100.00 50.00
M 2575.505 00030 SODDING lYPE LAWN m2 $2.50 12456 $31 140.00 TAB 9 626.00 $24 565.00 TAB
M 2575.605 00050 SODDING TYPE SALT RESISTANT m2 $3.00 7339 S22 017.00 TAB 4199.00 $12597.00 TAB 1
14 30 2575.513 00020 MULCH MATERIAL lYPEAGGREGATE m3 $24.00 15 $360.00 $0.00
28 2575.605 00271 SEED MIXTURE 5B h. S3 200.00 1 $3 200.00 $0.00
14 2575.607 00030 SELECT TOPSOIL BORROW C\I\ PI m3 $20.00 1410 $28.200.00 $0.00
..
...-
" '1\ 2580.501 00010 TEMPORARY lANE MARKING m 52.00 275 $550.00 88.00% 242.00 $484.00 12,00%
: '1\ 2581.501 00010 REMOVABLE PREFORMED PLASTIC MARKING m $5.00 275 $1 375.00 88,OQ% 242.00 $1210.00 12,00%
TOTAL WID MOBILIZATION FIELD OFFICElLABDP.ATORY AND TP.AFFIC CONTROL $5,616,343.45 $2,30B,236.77
RATIO 1.00 0.45
PRORATED MOBILIZATION FIELD OFFICE/LABORATORY AND TRAFFIC CONTROL $72B,296.5D $335,016.39
TOTALS $6,344,639.95 $2,543,253.16
(A) $20,407.60 OF lANDSCAPING COSTS ARE alGIBLE FOR STATE AID FUNDS. REMAINING BALANCE TO FALL UNDER NON.PARTICIPATlNG. CllY OF HOPKINS.
(B) COUNTY PARTICIPATION BASED ON PERCENTAGE OF LENGTH OF EXCaSIOR RECEIVING COUNTY FUNDS.
COUNTY PARTICIPATION: B8%
CllY PARTICIPATION: 12'A,
(50) CSAH 3 STATE AID STORM SEWER FUNDING EUGIBILI1Y: *"Pay Items eligible for COt
S.A.P. 27-603.29: 100%
S.A.P.132-ll2D-13: 100%
COUNlY PARTICIPATION: 60% County participation at 3:
CITY PARTICIPATION: 50% Jackson Avenue and Mil'
(58) 9 HONEY LOCUST, 9 FALL GOLD ASH AND 2 AUTUMN BLAZE ASH ALONG JACKSON AVE. SOUTH DO NOT
QUALIFY FOR COUNTY PARTICIPATION IN THE ROADSIDE ENHANCEMENT PARTENERSHIP PROGRAM. County participation com
5/24/2002 1 0:44 /W,
STATEMENT OF I
SAP. 27-603-29 C;SAH. NO.3
I ,,8 NOTES ITEM TRANSPORT DESCRIPTION UNIT UNIT TOTAL EXCELSIOR SLVD.
CODE PRICE ROADWAY (S) RO
EST. EST. COST SHARE EST. EST COST SHARE EST.
2021.501 00010 MOSILlZATlON LUMP SUM 5250 000.00 1 $250 000.00 46.00% 0.46 $115 000.00 10,00%
..
2031.501 00040 FIELD OFFICE lYPE D EACH $9700.00 1 59.700.00 46.00% 0.45 54 462.00 10.00%
2031.503 00040 FIELD LABORATORY TYPE D EACH 56 550.00 1 $6550.00 46.00% 0.46 53013.00 10.00%
.. E 2101.511 00010 CLEARING AND GRUBBING LUMP SUM $5000.00 1 $5000.00 88.00% 0.6a $4400.00 '12.00%
1 2102.501 00010 PAVEMENT MARKING REMOVAL m2 $20.00 700 $14000.00 88.00% 616.00 512320.00 12.00%
1 2102.502 00010 PAVEMENT MARKING REMOVAL m 50.65 4000 $2 600.00 88.00% 3 520.00 52 269.00 12.00% ,
I 2104.501 00012 REMOVE CULVERT m $la.OO 13.7 5246.60 TAB 6.00 5144.00
Y 2104.501 00013 REMOVE WATERMAIN m $19.50 16 $351.00 $0.00
I 2104.501 00016 REMOVE SEWER PIPE STORM m 524.00 160.5 $4 332.00 $0.00
.. H 2104.501 00022 REMOVECURBANDGUTIER m 56.50 3365 $22.002.50 TAS 2.246.00 $14,599.00 TAB :
H 2104,501 00024 REMOVE CONCRETE CURS m $5.00 1176 $5690.00 TAB . 1 035.00 , $5175.00
5 2104.501 00032 REMOVE WOOD RETAINING WAll m $25;00 44 $1100.00 50.00 100.00%
136\ 2104.501 00077 REMOVE MODULAR 8LOCK WALL m $25.00 35 $875.00 $0.00 100.00%
G 2104.503 00021 REMOVE CONCRETE WALK P m2 $5.50 3690 $20 295.00 TAB 2915,00 516.032.50 TAB
K 2104.503 00024 REMOVE CONCRETE DRIVEWAY PAVEMENT m2 5a.00 1347 $10 776.00 TAB 1 293.00 510344.00 TAB
0 6 2104.503 00100 REMOVE PAVEMENT P m2 $7.00 13915 $97405.00 TAB 13915.00 $97405.00
D 2104.503 00110 REMOVE CONCRETE PAVEMENT P m2 $a.oo 4372 534976.00 TAS 215.00 $1 720.00 TAB 3:
0 2104.503 00121 REMOVE BITUMINOUS PAVEMENT P m2 $6.00 17949 $107694.00 TAS 7 a42.00 $47 052.00
CC 2104.503 00124 REMOVE BITUMINOUS SURFACING P m2 $15.00 12199 $la2985.00 TAB 2 03a.00 $30.570.00 TAB 3.:
DO 2104.509 00048 REMOVE LIGHTING UNIT EACH $750.00 1 5750.00 TAB
I 2104.509 00100 REMOVE MANHOLE DR CATCH SASIN EACH 5175.00 . 46 S8 400.00 $0.00
Y 57 2104.509 00101 REMOVE MANHOLE EACH $175.00 3 $525.00 50.00
I 2104.509 00105 REMOVE CASTING EACH $120.00 12 $1 440.00 $0.00
Y 2104.509 00108 REMOVE GATE VALVE AND 80X EACH $110.00 21 S2 310.00 $0.00
Y 2104.509 00109 REMOVE CURB STOP AND BOX EACH $100.00 21 $2.100.00 $0.00
Y 2104.509 00111 REMOVE HYDRANT EACH 5250.00 1 S250.00 50.00
54 2104.509 00124 REMOVE WOOD POLE EACH $300.00 1 $300.00 1.00 $300.00
DO 49 2104.509 00155 REMOVE LIGHT SASE FOUNDATION P EACH $500.00 40 $20 000.00 TAB 40.00 $20000.00
F 2104.509 00203 REMOVESIGNTYPEC EACH $45.00 73 $3 285.00 TAB 54.00 S2 430.00 TAB
44 2104.509 02701 REMOVE WATER TOWER EACH sso.ooo.oo 1 550000.00 $0.00
C 2104.511 00011 SAWING CONCRETE PAVEMENT FULL DEPTH m $13,00 '181 $2.353.00 TAB 144.00 $1 872.00
C 2104.513 00011 SAWING 81TUMINOUS PAVEMENT FULL DEPTH m $6.00 744 $4464.00 $0.00 TAB
.
Z 2104.521 00050 SALVAGE CHAIN LINK FENCE m $6.50 601 $3 906.50 $0.00
Z 2104.603 02701 SALVAGE CHAIN LINK FENCE SPECIAL m $20.00 77 $1 540.00 50.00
Y 2 2104.523 00020 SALVAGE HYDRANT EACH $500.00 6 $3000.00 $0.00
I m 2104.523 00112 SALVAGE FlAP GATE EACH $50.00 1 $50.00 $0.00
DD al 2104.523 00419 SALVAGE LIGHT STANDARD &LUMINAlRE EACH $50.00 40 $2 000.00 TAB 40.00 $2 000.00
2104.603 00034 ABANDON PIPE SEWER m $35.00 630.7 $22 074.50 $0.00
15 2104.604 00013 SALVAGE MODULAR BLOCK WALL m2 $135.00 6 $1 060.00 $0.00
..;
... 8 12 2105.501 00010 COMMON EXCAVATION IP m3 $6.50 33226 $215969.00 TAB 24 707.00 $160 595.50 TAB 3
B 11 2105.507 00010 SU8GRADE EXCAVATION m3 56.50 6432 $41.80a.00 TAB 5 496.00 $35724.00 TAB
.. S 110 2105.522 00030 SELECT GRANULAR BORROW C m3 510.00 12998 $129980.00 TAB 11284.00 5112840.00 TAB 1
S 2105.525 00030 TOPSOIL 80RROW C P m3 512.00 2259 52710a.00 TAB 1514.00 51 B 166.00 TAB
... 9 11 2105.607 00025 EXCAVATION SPECIAL m3 $100.00 150 515000.00 100.00 510000.00
Y 1 2105.610 27000 EXPLORATORY EXCAVATION HOUR 5500.00 8 54 000.00 $0.00
.-.
1 3 2123.810 00045 STREET SWEEPER TH PICKUP BROOM HOUR $85.00 110 59350.00 46.00% 50.60 $4 301.00 10.00%
1 2130.501 00010 WATER m3 $5.50 800 $4400.00 46.00% 368,00 $2 024.00 10.00%
1 3 2131.502 00010 CALCIUM CHLORIDE SOLUTION m3 $175.00 30 $5250.00 8a.00% 26.40 $4620.00 12.00%
..
S 2211.503 00050 AGGREGATE BASE CVl CLASS 5 IPl m3 $20.00 82a3 $125660.00 TAB 5 529.00 S110 5ao.00 TAB
.. S 2211;503 00053 AGGREGATE BASE CVl CLASS 5 SPECIAL IP m3 $20.00 2765 $55 300.00 $0.00
11 2232.501 00010 MILL BITUMINOUS SURFACE m2 52.00 313 $626.00 88.00% 275.44 $550.6a 12.00%
--
(U
11 W 13 2301.602 00021 DRILL AND GROUT RESARS EPOXY COATED EACH 57.00 32 $224.00 50.00
IZ 11 2331.503 00050 SAWED I SEALED JOINT m $3.00 3350 510050.00 6a.oo% 2.94a.00 5a 844.00 12.00%
13 11 2331.603 00053 SEASONAL SAWCUT m $5.00 1120 $5600.00 88.00% 985.60 $4 92MO 12.00%
74
70
76 N 2350.501 13500 TYPE HV 3 WEARING COURSE MIXTURE t 53a.00 5287 $200906.00 TAB 3.275.00 5124450.00 TAB
77 N 2350.502 13500 TYPE HV 3 NON WEARING COURSE MIXTURE t 536.00 5055 5162015.00 TAB 3.275.00 5117 900.00 TAB
78 N 2350.502 23200 TYPE MV 3 NON WEARING COURSE MIXTURE B I 534.00 15844 $538 696.00 TAB 10153.00 5345 202.00 TAB 1
79 N 2350.505 13100 lYPE HV 3 BIT MIXTURE FOR PATCHING 1 $40.00 675 527120.00 TAB 611.00 524 440.00 TAB
80 N 2357.502 00010 SITUMINOUS MATERIAl. FOR TACK COAT L $0.35 29656 510379.60 TAB 18 634.00 $6 591.90 TAB 2
81
82
83 14 5 2411.507 00006 CONCRETE FOOTING P EACH Slao.oo 103 518540.00 50.00
84 14 6 2411.603 00001 CONCRETE RETAINING WALL TYPE 1 P m $52.00 95.2 54 950.40 SO.OO
85 14 27 2411.604 00009 CONCRETE WALL P m2 $325.00 224 572 800.00 $0.00
86 Y 15 2411.604 00027 INSTALL MODULAR BLOCK WALL m2 $100.00 8 $500.00 $0.00
87 5 2422.804 00090 WOOD RETAINING WALL m2 $325.00 14 54550.00 "$0;00 100.00%
88
a9
90 I 2451.507 00030 GRANULAR BEDDING ICY) P m3 513.00 4522.50 558792.50
91 I 2451.509 00030 AGGREGATE BEDDING (CVl P m3 515.50 3059.10 547418.05
92
93
94 I 2501.511 20120 300 mm CS PIPE CULVERT m S200.00 15 $3;000.00 50.00
95 I 2501.511 90122 300 mm RC PIPE CULVERT m $50.00 22.5 51 800.00 50.00
96 I 2501.511 90152 375 mm RCPIPE CULVERT m sa5.00 13.2 $1122.00 50.00
97 I 2501.515 20120 300 mm GS PIPE APRON EACH 5165.00 1 5165.00 50.00
98 I 2501.515 90120 300 mm RC PIPE APRON EACH $400.00 2 5800.00 $0.00
99 I 2501.515 90150 375 mm RC PIPE APRON EACH S475.00 1 S475.00 . SO.OO
I 2501.573 00014. INSTALL FlAP GATE EACH $250.00 1 $250.00 SO.OO
J 53\ 2502.521 01040 100 mm TP PIPE DRAIN m 514.00 195 $2.730.00 TAB 153.00 52 142.00 TAB
J 53\ 2502.541 01040 100 mm PERFORATED TP PIPE DRAIN m 514.00 2470 S34580.00 TAB 1536.56 S25 711.84 TAB
lu~d 19 2502.541 07040 100 mm PERF PE PIPE DRAIN m $14.00 690 $9 660.00 50.00
iuol 16 2502.601 02920 IRRIGATION SYSTEM PROVISION LUMP SUM S84 000.00 1 $84.000.00 50.00
,Of
51241200210:44AM C
SAP. 27-603-29 C.SAH. NO.3
TAB NOTES ITEM TRANSPORT DESCRIPTION UNIT UNIT TOTAL EXCELSIOR BL vo.
CODE PRICE ROADWAY (B) R
EST. EST. COST SHARE EST. EST COST SHARE ES
.
I 2503.541 90125 300 mm RC PIPE SEWER CL V DESIGN 3006 m $80.00 1177.9 $94.232.00 $0.00
I 2503.541 90155 375 mm RC PIPE SEWER CL V DESIGN 3006 m $90.00 4122 $37098,00 '$0.00
I 2503.541 90185 450 mm RC PIPE SEWER CL V DESIGN 3006 m $95.00 295.6 S28 082.00 $0.00
.. I 2503.541 90213 525 mm RC PIPE SEWER CL III DESIGN 3006 m S110.00 36.0 $3960.00 50.00
u I 2503.541 90215 525 mm RC PIPE SEWER CL V DESIGN 3006 m 5115.00 25.0 $3220.00 $0.00 .
I 2503.541 90243 600 mm RC PIPE SEWER CL III DESIGN 3006 m $120.00 166.7 520004.00 $0.00
I 2603.541 90273 675 mm RC PIPE SEWER CL III DESIGN 3006 m $125.00 139.3 517 412.50 $0.00
I 2503.541 90303 750 mm RC PIPE SEWER CL III DESIGN 3006 m $150.00 46.9 $7335.00 50,00
I 2503.541 90363 900 mm RC PIPE SEWER CL III DESIGN 3006 m 5200.00 209.7 $41 940.00 50.00
Y 2504.601 02701 RELOCATE VALVES AND STAND PIPES LUMP SUM $2000.00 2 $4000.00 50.00
Y 2504.602 00007 RECONNECT WATER SERVICE EACH 5850.00 18 $15 300.00 50.00
Y 2504.602 00015 DISCONNECT EXISTING WATERMJlJN EACH 5600.00 10 $6000.00 50.00
Y 2504.602 00016 CUT INTO EXISTING WATERMJlJN EACH $800.00 13 $10400.00 $0.00
Y 2504.602 00020 HYDRANT EACH 52 200.00 7 $15400.00 $0.00
Y 2504.602 00408 19 mm CORPORATION STOP EACH $60.00 6 $480.00 $0.00
Y 2504.602 00410 25 mm CORPORATION STOP EACH 5100.00 2 5200.00 $0.00
Y 2504.602 00415 38 mm CORFORA1l0N STOP EACH $150.00 4 $600.00 $0.00
Y 2504.602 00420 50 mm CORPORA1l0N STOP EACH $280.00 6 $1 680.00 $0.00
Y 2504.602 00804 100 mm GATE VALVE AND BOX EACH $800.00 1 $600.00 50.00
.., Y 2504.602 00B08 150 mm GATE VALVE AND 80X EACH $700.00 20 $14000.00 50.00
Y 2504.602 DOB08 200 rnm GATE VALVE AND BOX EACH $1 000.00 19 $19000.00 50.00
Y 2504.602 00860 1S00mm MANHOLE EACH. $2 000.00 1 $2000.00 $0.00
Y 2504.602 01144 200 mm X 200 mm WET TAP EACH $600.00 3 51 BOO.OO $0,00
Y 2504.602 01271 400 mm X 200 rnm WET TAP EACH $600.00 1 $600.00 $0,00
Y 2504.602 03075 19 mm CURB STOP AND BOX EACH $1 BO.OO 6 10BO.00 $0,00
Y 2504.602 03100 25 mm CURB STOP AND BOX EACH 5200.00 2 5400.00 50.00
Y 2504.602 03150 38 mm CURB STOP AND BOX EACH $230.00 4 5920.00 $0.00
Y 2504.602 03200 50 mm CURB STOP ANO BOX EACH $260.00 6 $1 560.00 $0.00
.-- Y 2504.602 05200 50 mm IRRIGATION SERVICE EACH $500.00 2 $1 000.00 $0.00
Y 2504.603 00397 RELOCATE WATERMAIN m $1 000.00 7 $7000.00 $0.00
.. 1 2504.603 00070 INSPECTION HOLE m 520.00 50 $1 000.00 $0.00
Y 2504.603 0070B 19 mm TYPE K COPPER PIPE m $72.00 64 $4608;00 $0.00
.' Y 2504.603 0071 0 25 mm TYPE K COPPER PIPE m $75.00 32 $2.400.00 $0.00
Y 2504.603 00715 3B mm TYPE K COPPER PIPE m $B2.00 29 $2.378.00 $0.00
Y 2604.603 00720 50 mm TYPE K COPPER PIPE m $92.00 83 $7 636.00 $0.00
.,. Y 2504.603 01042 100 mm WATERMJlJN DUCTILE IRON CL 52 m $75.00 13 5975.00 $0.00
Y 2504.603 01062 150 mm WATERMJlJN DUCTILE IRON CL 52 m $85.00 35B $30430.00 $0.00
;eo; Y 2504.603 01082 200 mm WATERMJlJN DUCTILE IRON CL52 m $92.00 1145 $105 340.00 $0.00
,,,: Y 2504.604 01100 100 mm POLYSTYRENE INSULATION m2 $45.00 93 $4.185.00 $0.00
Y 2504.607 00020 CRUSHED ROCK m3 $25.00 6 $150.00 $0.00
liJj- Y 2504.60B 00015 'WATERMJlJN FllTINGS k $5.50 5213 52B 671.50 $0.00
,.,
liJ,i-
l;:l'l" I 2506.501 00060 CONSTRUCT DRAINAGE STRUCTURE DESIGN F m $750.00 32.9 $24 675.00 50.00
i55 I 2506.501 00070 CONSTRUCT DRAINAGE STRUCTURE DESIGN G m $650.00 99.2 $64480.00 $0.00
I 2506.501 00191 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-l m $645.00 11.1 $7159.50 $0.00
i51 I 2506.501 02420 CONSTRUCT DRAINAGE STRUCTURE DESIGN 1200 mm 4020 m $800,00 8.9 $7120.00 $0.00
i50 I 2506.501 02720 CONSTRUCT DRAINAGE STRUCTURE DESIGN 1350 mm 4020 m $1 000.00 11.5 $11 500.00 $0.00
i5:; I 2506.501 03020 CONSTRUCT DRAINAGE STRUCTURE DESIGN 1500 mm 4020 m $1 200.00 7.0 $B 400.00 50.00
iou I 2506.501 03320 CONSTRUCT DRAINAGE STRUCTURE DESIGN 1650 mm 4020 m $1 275.00 6.2 $7 905.00 $0.00
ioi I 2506.501 03620 CONSTRUCT DRAINAGE STRUCTURE DESIGN 1800 mm 4020 m 51.350.00 12.4 $16740.00 $0.00
io" I 2506.501 03920 CONSTRUCT DRAINAGE STRUCTURE DESIGN 1950 mm 4020 m $1.750.00 5.5 59625.00 $0.00
103 I 2506:503 00027 RECONSTRUCT MANHOLE OR CATCH BASIN m $650.00 . 1.42 $923.00 50.00
164 I 2506.516 00010 CASTING ASSEMBLY EACH $400.00 126 $50400.00 $0.00
iD5 V 2506.521 00010 INSTALL CASTING EACH 5200.00 '3 $600.00 $0.00
166 IV 4 2506.522 00011 ADJUST FRAME AND RING CASTING EACH $100.00 34 $3400.00 50.00
101 I 2506.602 D002a CONNECT INTO EXISTING STORM SEWER EACH S200.00 12 $2400.00 $0.00
168 J 2506.602 00022 CONNECT SUBDRAlN INTO EXISTING STRUCTURE EACH $200.00 4 S800.00 $0.00 TAB
169 I 2506.602 00026 CONNECT INTO EXISTING MH OR CB EACH S200.00 14 S2 800.00 50.00
170 11147\ 2506.602 00110 ADJUST FRAME AND RING CASTING SPECIAL EACH $200.00 50 $10000.00 1.00.00% 50.00 510 000.00
171 V 2506.603 00060 RECONSTRUCT SANITARY MANHOLES m 5750.00 3.' 52 850.00 50.00 TAB
iu.
173
174 I 2511.501 00013 RANDOM RIPRAP CL 111 m3 $50.00 6.6 $330.00 $0.00
175 I 2511.511 00010 GRANULAR FILTER m3 $50.00 3.3 $165.00 $0.00
176
177
178 L 17\118 2521.501 00040 100 mm CONCRETE WALK m2 $30.00 5114 $153 420.00 TAB 3 355.00 $100650.00 TAB
179 L 2521.501 00060 150 mm CONCRETE WALK m2 $45.00 64 52 8BO.00 TAB 43.12 $1 940.40 TAB
180 X 51 2521.511 00040 100 mm BITUMINOUS WALK m2 $65.00 2421 $157 365.00 TAB 696.00 $45240.00 TAB
181
182
183 24 2531.501 02310 CONCRETE CURB & GUTIER DESIGN B612 m $33.00 196 $6468.00 $0.00
184 P 2531.501 02315 CONCRETE CURB & GUTTER DESIGN B618 m $35.00 1491 $52 1 B5.00 TAB 109.60 $3 632.50 TAB
185 P 2531.501 02320 CONCRETE CURB & GUTTER OESIGN B624 m $40.00 591' $236720.00 TAB 3 222.00 5128 880.00 TAB
186 37 2531.505 00010 CONCRETE MEDIAN m . $50.00 14 $700.00 100.00% 14.00 $700.00
187 W 2531.507 00080 200 mm CONCRETE DRIVEWAY PAVEMENT m2 $65.00 1381 $89765.00 TAB 256.00 $16640.00 TAB
18B 40 2531.602 00110 CONCRETE MEDIAN NOSE SPECIAL EACH $200.00 25 $5 000.00 15.00 $3 000.00
169
190
191 41 2533.504 00010 CONCRETE MEDIAN BARRIER DE51GN 6337 m $120.00 700 $84 000.00 88.00% 616.00 $73 920.00 12.00%
192 11 2533.603 00040 RELOCATE CONCRETE MEDIAN BARRIER m $65.00 100 $8500.00 a8.00% 8B,00 $7460.00 12.00%
193
194
195 .. 14 34 2540.602 00046 BOLLARD EACH $450.00 82 $36900.00 $0.00
196 14 2 2540.602 00047 DECORATIVE PEDESTAL POLE AND BASE EACH $2300.00 6 $13 800.00 $0.00
197 14 33 2540.602 00470 PRECAST CONCRETE COMMUNI1'I MARKER EACH $13900.00 1 $13 900.00 $0.00
19B 14 35 2540.603 00330 LANDSCAPE EDGER 'IP m $16.00 1569 $25104.00 $0.00
199 14 36 2540.604 00090 CONCRETE PAVERS IP m2 $BO.OO 2300 5138.000.00 $0.00
200
201
202 2545.602 00100 RELOCATE LIGHTING UNIT EACH $750.00 1 $750.00 $0.00 100.00%
203 1551 2545.602 0012B RELOCATE CABINET EACH $4 000.00 1 $4000.00 50.00% 0.50 52 000.00 50.00%
204 1 2554.602 00005 IMPACT ATIENUATOR BARRELS EACH $200.00 9 $1 800.00 88.00% 7.92 $1 584,00 12.00%
205 201 2554.615 00009 IMPACT ATIENUATOR AMBY $25 000.00 1 525.000.00 88.00% 0.8a S22 000.00 12.00%
206 2554.615 .00019 RELOCATE IMPACT ATIENUATOR AMBY $2 000.00 4 $8 000.00 BB.OO% 3.52 $7 040.00 12.00%
207 Z 2557.603 00051 INSTALL CHJlJN LINK FENCE m $30.00 520 $15600.00 $0.00 TAB
20B Z 2557.603 00052 INSTALL CHAIN LINK FENCE SPECIAL m $90.00 46 $4140.00 $0.00
209 14 2557.603 01100 WOODEN FENCE m $145.00 289 $41 905.00 $0.00
210
211 \
212 42 2563.601 00010 TRAFFIC CONTROL LUMP SUM $250000.00 . 1 5250 000.00 46.00% 0.46 $115000.00 10.00%
213 1 2563.602 00030 MEDIAN BARRIER DELiNEATOR EACH . $100.00 42 $4200.00 46.00% 19.32 $1 932.00 10.00%
214 1 41 2563.602 00096 TUBE DELiNEATOR EACH $25.00 120 53.000.00 46.00% 5520 $1 380.00 10.00%
215 1 2563.613 00003 TYPE III BARRICADE UNIT DAY $150.00 140 521.000.00 45.00% 64.40 $9 660.00 10.00%
216 1 2563.613 00005 TYPE I BARRICADE WI STEADY BURN UGHT UNIT DAY 525.00 140 $3 500.00 46.00% 64.40 $1 610.00 10.00%
217 1 2563.613 00010 FLASHER TYPE A LOW INTENSI UNIT DAY $25.00 140 $3500.00 46.00% 64.40 51 610.00 10.00%
21B 1 2563.613 00021 FLASHER TYPE B HIGH INTENSI UNIT DAY 525.00 140 53 500.00 46.00% 64.40 51.610.00 10.00%
219 1 2563.613 00031 FLASHER TYPE C STEADY BUR UNIT DAY 525.00 140 $3.500.00 46.00% 64.40 $1 610.00 1 O~OO%
5/24/2002 10:44 AM
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Hennepin County Agreement No. PW 19-27-02
E),hibit "Bit; Sheet i of 4
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Hennepin County Agreement No. PIN 19-27-02
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Hennepin County Agreement No. PIN 19-27-02
Exhibit "8"; Sheet 3 of 4
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Hennepin County Agreement No. PW 19-27-02
Exhibit "8"; Sheet 4 of 4
.
File No.: Eicelsior 100% BILLABLE State: MN
. WFN ---------.......- Division: Bass Lak~ Spur
9-10-200J. Val. Sec.: P-45 ,
Sta.: :S:o}?kins
Excelsior Blvd, Hopkins, MN (MP431.34)
-~--------___N~-_____~_M_-~__________w____________
Improve Crossing with 320 foot concrete crossing surface.
Relay with 115# rail, ties and ballast
,
tlNrI'
. .DESCRIPTION 0Nr.r QOAN'l'. PRJ:CE LABO:e. MAT'Ia TOTAL
. MATER..I.AL
Cross Ties, New :1.0' EA 240 29.00 ",950
Rail 115t N. Welded LF 900 12.00 10,800
, Tie Plates 7 3/4 x 13 New EA 591 4.28 2,529
Tie Pads EA 450 0.74 333
Trk. Spikes 5/8 x .. LB 1.,800 0.26 4Ei8
Trk. Spikes 9/15 ~ 5 1/2 LB 200 0.28 56
Rail Anchors EA UO :1..39 153
Fie1.d Weld.s EA 4. 54.70 219
. Ballast G 360 1J..00 3,960
Concrete Crossing LF 320 200.00 . 64,000
Bituminous Paving NT 350 BO.OO 28,000
,
Eng:i.neering Fabric LF '. 360 2.24 B06
Use Tax $ J.18,284 6.50% 7,688
HandJ.ing Expense $ J.5,364 5.00% : 768
Transportat.ion NTM 50,000 0.0:21 . J.,050
,
Ballas~ Cars EA 5 35.00 J.75 . J.27,965
.. SJ\LVAGE
Rail, Scrap NT J.7.3 60.00 (1,038)
aTM, Scrap NT 7.0 48.00 (336') (::1.,374)
"
"
ENGDlEERING &: ACCT' G
Labor 2,600
Labor Addit.ives $ 2,600 68.63%. 1.,784 4,384
LABOR
ltemove Exist.ing Xing. LF ::1.50 1.8.30 2,745
ltemove Track Thru Xing LF -450 1.1..37 S,::1.J.7
Remove .Fouled :BaJ.lasc C'.! 360 1.4.2J. . 5,J.J.5
Apply Engineerir:.g Fabric LF 360 0.50 J.80
unloa'd Ballas t CY 360 6.09 2,192
R~build 'l'rk Thru Xing LF 450 :3.6.17 7,277
Su:cface 'l'rk 'I'hn1 Xing LF 450 6.2J. 2,795
Install Concre.te Xing LF 320 . 35.73 J.J.,453
Labor Additives $ 36,875 68.6'3" 25,307
Employers Liabil ty Insu:ra $ 36',875 J.S . J.5 t; 6,693 68, 875
OTH:ER
Equipment 33.000
Traffic Control 4,200 37,200
Sub-Total 237,050
.
Continsre.nc:ies 23,705
. TOTAL COST-TRACK 26'0,755
ESTIMATED RR CROSSING SURFACE COSTS WITH SIGNAL Hennepin County Agreement
ON CSAH 3 @ JACKSON AVE/MILWAUKEE ST No. PW 19-27-02
Exhibit "C"; Sheet 1 of 2
SOO LINE RAJ:T~OAD COMPANY
GRADE CROSSING WARNING DEVICES .
EXCELIOR BOULEVARD
CITY: HOPKINS STATE: MN'
I =~~~=~~==~~~~~~~m~~Mc~m3.~~_=m==R~==m=======~==c====~==~==~======R=~= .
:tTEM DESCIl.J:l?l'ION I UNIT I QTY I COS'!'
R~=Gm~=a~===a=====ow=~=m~=:====R==_=~aa====~~~==~.==aac=~=~~=~=~=~===
WCP Package (I/O " LCD ModuJ.e, Ant=a, etc.] Each J. B,OOO
Cantilavared Flashing Light Signal Each 2 .20,734
.Half Roadway Gates/Flashing Light Signals Each 5 43,660
Bungalow Each 1 6,400 'M
Cantilever Foundatioo Each 2 673
FoundatioIUl Each 5 692
Rectifier Each 2 l,SOO
Neutral Relays Each U 4,400
Transformer, Light Each :I. 3:1.0
~ansformer. 120/24 ~C Each l SO
Phase Motion Detector PMD-3R Each :I. 13,000
Storage Battery cens :1.9 3,951
Case Wire Material Lot J. 2,000
Underground Cable Lot 1 5,000
. A.C. Service Each 3. 500
Bonds and Rail Connections Each 100 200
Highway Crossing Analyzer - Complete Each 1 2,.200
Pipe, 3~' Galvani~ed Feet 200 .2,400
Signal.Material Subtotal $llS,070
Material Subtotal $US.070
Taxes and Stores J.7,4J.:I.
TOTAL MAT""..RIP.L $133,48J. .
Sa.fatran Labor 6,784
Sa.fetran Engineering , 5,320
Safetran Freight 7,49B
SAFE!'RJ\N TOTA,L $19,602
Engineering and Supervision 4,000
Signal Labor 26,000
Section Crew Labor 1,500
Accounting Labor 1,000
'TOTAL tJUlOR $32,500
Labor Additives 62.70~ 20,37B
~loyers Liability Insurance 4.2.9% 1,394
Equipment Rentala S,93~
CJ;e'~ ~-pense.s 8,:1.25
TO'UIL LABOR ADD:t'!'IVES $35,826
TOTAL AliOVE ACCOmrrS $221,4J.J,
COl:JT!NGEJ:!CIES lot $22, Hl
TOTAL ESTn1A7ED COS~ $'243,552
CE'l"ICE OF TEE c:"'4:SF ~JG~, Mn1lil1':.1U?OLJ:S, HL."'i.NESO'I'A
ESTIMA.T!ID B'T: _RW_ DA'l'E : _1l-l3~:lDOJ._ .
Hennepin County Agreement
ESTIMATED RR CROSSING PROTECTION DEVICE COSTS No. PW 19-27-02
WITH SIGi'JAL ON CSAH 3 @ JACKSON AVE/MILWAUKEE ST Exhibit "e"; Sheet 2 of 2
'. .'
>se'nt 81: E~VI~OSCIENCEj 61294488:36j Dec-18-0Q 1: 04PMj Page 4/5
~ ,
,
e. F.ile No.: ExBfvd 100% BIl.l.Aet.E Statu; MN
\NFN T Division: MEPA
14'11..00 Val.Sec.: P-45
I
. Sta.: HQpldns
\
e:ccelsior Blvd at Hopkins, MN (MP431.34~ OOT 379748J
~ '
Extend existing rubber crossing 80' wG$'tQ~Y.
Relay with 'f 15.# ~il. ties and 1:I1ilIJast J
! UNIT
;
OESCRfPTION uNIt QUANT. PRice LABOR MAT'l TOTAl.
. ~
- --r .
-
MATERIAL
CrOS:lI Ties. New 9' EAi 50 30.00 1.500 .~
I
Rail 11 Sft N. Wflld~ LF! .2.73 12..00 3.276
Tilll Ptates 7 3/4 X 13 New EA! , 179 4.28 786
Tia Pads EA] 104- 0.74 77
Trk. Spikes SIB' X 6 tat 500 0.2.6 130
Trlc. Spikes 9/16 x 5' 1/2 La! . 100 0.28 28
flail Anchors: EAt SO 1.39 83
Field. Welda. eA" 6 54.70 328
Ballast Cy\ 100 , , .00 1.100
Ruhber Cro~ng u=~ 60 200.00 12,000
Engineering Fabric:: I
LF1 100 2.24 224
Usa Tax $ I 19,512 8.50% 1,26B
- Handling Expanse $. j 4.912 6.00% 248
Transportation NTM 50,0'00 0.021 1.060
. eallal$t Cars EA! 2 3~.OO 70 .22,148
. .
SALVAGE
;
Rail, Scrap NT;' 5.2 60.00 13.121
OTM. Scrap NTj 2_1 4-8.00 (1011 14131
ENGINEERING &; ACCT'G }
Lllbor ,
. . 500
Labor 'Additlves $ ; 500 a.a.6:3% 343 843
LABOR
RlIiiI",ove Trade Thru Xing LFi 137 7.58 1,038
R;mova FouJed Ballast cv1 100 -, 9.47 947
Apply En!;lineering FBbric u=! 100 0.33 33
Unload' Ballast CYi 100 4=.06 406
R~l1uild Trk Thru Xing , 10.79 1,4n
LF! 137
SUrTuce'Trk Thru Xing LF~ 137 4..14 ~, 567
Install Rubb$l' Xing I.F: 60 23.aa 7.1~, , .432
,
Laher Additives (I ; 5.900 ea.63% ~. 4.049
Empl:OY09rs Uabilty Insurance .$. ~ 5,$00 18.15 ~c":,,, 1,071 11,020
..
.. .
OTHER ,
Equi~ment , 9.000
,
,
Sub- T Qtlll : 4:::.5$6
,
1
Contingencies ; 4,260
. ,
TOTAL CQST-TI'lACK , 46,a66
:
Hennepin County Agreement
3TIMATED RR CROSSING SURFACE COSTS WITHOUT SIGNAL No. PW 19-27-02
f\l CSAH 3 @ JACKSON AVE/MILWAUKEE ST Exhibit "0"; Sheet 1 of 2
._.,n._.._ ______.
- - - --------- ---
. - - . .. . - - .
'sent By: ENVI~aSCIENCE; 6129448836; Dec-18-00 1 : 03PM; Page 3/5
. SC:9 LINE ~ILROAD COMPANY
- GIU!D~ CF.OSSnlG WARNlNG IlEV'ICES
;EXCELSIOR BOULEVARD
CJ:~: HOPKINS STATE: MN
~~~~Rm~=====~=~~.__~~.~~~~~====~==.~~~.......S==~=d=~==~~~~ggW~..~~~~
ITEr: OESCP..IPTIO~l f I ~IT I QTY'I COS'I'
~~.X.d~==~~~~~~~~~Q~$..~~~~=====~~~~~~~.m~......._~~e~=~~~~~_=~~~~~~~
C~ntilever Foundations ( Each 2 1,200
Foundation;s Each :z .300
Aerial Cahl@ Lot 2. 1.,500
UndargJ:'ound Cable Lot 2 3,(100
Bonds and Rail Connectionsj Bach 50 100
Pipe, 3" Galvani~ed ~ .' Feet:. 252 3.02.4
Mise.signal Maeerial 1 .. Lot :I l,5QO
Sig:o.al \Material S'Ubtotal. $lO,524
Track ~~t@~ial!Insulated J9ints E'aah 0 Q
:Mahrial Subtotal $:!.O,6'24
i
razes and Stores ~ 1,5;)4
TOTAL WLTERJ:1\L $12,2~3
Engineering ~d supervisio~ ~,5QO .
Signal Labor 14,000
- Sec~ion Crew Labor
1,000
Accounting Labor , 500
TOTAr., LAElOR $1.7,000
Labo= Additives 62.70~ \ 10,659
Empla~{ers Liability In.suran,?e 4.2$1% 729
Equipment Rentals : 3,103
Crew n:xpenaes ; 4,250
; .;-
'l'0'l'A!. LABOR ADDITIVES $18 , 74~
TOT.):u, ABOVE ACCOUN'I'S $47,959
. . . $4,796
FONTINGENCIES1O%
TOTAL ESTIMATED COST $5:2,755
, ~
,
OFFICE OF THE CHIEF ENGrNEER, M!~lEAPOLIS, M~~SOTA
, ,.....6\,~
..;<~}
,
,;
=r-.
!;'...
ESTUIATEO BY: RVP tlA~: 11-01-00 /. ~.' .
- - '. - - . I.
e .
Hennepin County Agreement
No. PW 19-27-02
ESTIMATED RR CROSSING PROTECTION DEVICE COSTS Exhibit "0"; Sheet 2 of 2
WITHOUT SIGNAL ON CSAH 3 @ JACI<SON AVE/MILWAUKEE ST
t f
. DETERMINATiON OF CITY'S PROPORTIONATE SHARE OF
DESIGN COSTS INCURRED BY THE COUNTY
Original Project construction cost estimate as prepared by Enviroscience in April 2001:
City's proportionate share: $ 1,125,119.05
County's orooortionate share: $ 2.503.033.20
Total Estimated Cost: $ 3,628,152.25
Included in the above listed City's proportionate share of the costs are the construction
costs for watermain and landscape/steetscape elements incorporated into the Project
but which were not designed by the County's consultant. Subtracting these costs out
as follows results in a net City cost of:
City's proportionate share of construction contract: $ 1,125,190.05
less watermain items (designed by City consultant): $ 175,961.50
less landscaoe/streetscaoe items (desianed bv City consultant): $ 585.054.00
City's proportionale share of original construction cost
as designed and estimated by County's consultant: $ 364,103.55
, .
Dividing the above determined City's proportionate share of the construction cost by
. the total construction cost, both as originally estimated by the County's consultant,
yields the percentage of :
$ 364.103.55 X 100% = 10%
$ 3,628,152.25
which can also be used to represent the City's pr6portionate share of the original
design services completed by the County's consultant. Multiplying this percentage
by the amount of the original County design services contract yields the amount of :
$ 229,991.70 X 10% = $ 22,999.17
In addition to the above calculated proportionate share of the original design costs
incurred by the County, the City shall also participate in additional design work that
was completed by the County's consultant, and which was deemed to be beyond
the scope of the original design services. The additional work was completed by
the County's consultant under an amendment to the original agreement. The City
has previously committed to reimburse the County in the amount of $ 18,738.30 for
a portion of these additional design services performed by the County's consultant
as is evidenced in a letter dated June 6,2001 from the City's Public Works Director
to the County's Project Manager.
Therefore, the City's total proportionate share of all design costs incurred by the
County for this Project is equal to the sum of the two aforestated costs, for a total of :
. $22,999.17+$18,738.30 = $41.737.47
Hennepin County Agreement No. PW 19-27-02
Exhibit liE"; Sheet 1 of 1