HomeMy WebLinkAbout7D Coop Agreement City/Ct Rd 21
DATE:
7D
KEN SHERMAN, ENGINEERING TECHNICIAN
CONSIDER APPROVAL OF RESOLUTION 96-60
APPROVING PLANS AND SPECIFICATIONS FOR
CSAH 21, APPROVAL OF THE COOPERATIVE
AGREEMENT WITH SCOTT COUNTY AND
APPROVAL OF FUNDS FOR LANDSCAPING AND
STREET liGHTING, AND RESOLUTION 96-61
AUTHORIZING RESTRICTIONS FOR PARKING ON
CSAH 21
JUNE 3, 1996
AGENDA:
PREPARED BY:
SUBJECT:
INTRODUCTION:
The purpose of this agenda item is to:
1.) Consider approval of Resolution 96-60 which:
. Approves the plans and specifications for the
improvements to CSAH 21 from Fish Point Road
to the east city limits.
. Approves the cooperative agreement with Scott
County for improvements to CSAH 21.
. Approves funding for landscaping
2.) Consider approval of Resolution 96-61 restricting
parking on CSAH 21.
BACKGROUND:
The CSAH 21 plan is for a four lane urban roadway
with an 8' bituminous bike trail on the South side. This
bike trail will connect with an existing bike trail in
Cleary Park. The project begins at Fish Point Road in
Prior lake and continues 1300' east of CSAH 27 in
Credit River Township to connect to the existing
portion of CSAH 21 which connects to I 35 (See the
attached map). The new street alignment for CSAH
21 will follow the old railroad right-of-way, therefore,
the old CSAH 21 alignment can remain. The county
intends to turn this road back to the city to be used as
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
a frontage road for the property owners along the
north side of CSAH 21 from Adelman Street to
County Road 87. This project includes the milling of
the existing bituminous surface of old CSAH 21 from
Adelman Street to County Road 87. The frontage
road will be provided with a new surface by overlaying
3" of bituminous on the milled aggregate. The project
also includes the reconfiguration of the County Road
87 intersection with CSAH 21. The northerly 600 feet
of County Road 87 will be shifted to the east and
constructed with a bituminous surface meeting 9 ton
design standards.
The cooperative agreement and the plans for
upgrading CSAH 21 do not include the street lighting
(although the original project funding included an
allocation for street lighting). If the council chooses to
add street lights along CSAH 21, the plans and the
cooperative agreement will need to be revised. Staff
has prepared a street lighting layout along CSAH 21
as shown on the attached street lighting map. The
existing street lighting stops 200' east of Fish Point
Road. The new street lighting layout provides for
street lights at intervals of approximately 300' to
illuminate the trail on the south side CSAH 21. This
lighting will improve security for businesses along
CSAH 21 as well as the new city maintenance
building. The estimated cost for street lighting is
$50,000.
The Landscaping on previous CSAH 21 projects has
been installed as part of the construction contract and
paid through the cooperative agreement. Staff has
reviewed this process and determined that a more
cost effective approach is possible. By using the city's
park department, plants could be purchased through
the city's nursery. Design of the landscaping would
be a cooperative effort between parks and
engineering. Money saved by doing the work in-house
could be used for additional lighting or to purchase
landscaping equipment for the park's department.
New equipment would provide a more efficient
method for moving trees for this and future projects.
Currently the trees are moved, one at a time, with a
tree spade on a front end loader at low travel speeds.
The proposal would be to purchase an additional tree
2
, .
spade attachment for the skidster and a used pod
trailer for moving the trees. This would allow six trees
to be transported at one time. The cost of purchasing
the equipment is estimated to be $18,000 and the
estimated cost for plant materials would be $20,000.
As part of the project, an entry monument would be
designed and constructed at an estimated cost of
$12,000. The total amount for landscaping is
estimated to be $50,000.
DISCUSSION:
The detailed plans are available at the Public Works
office for city council review. Staff will be making a
presentation at the meeting.
The City's share of the costs for the CSAH 21
cooperative aQreement are for storm sewer, curb and
gutter, watermain and bike path. The cost breakdown
for the cooperative agreement is as follows:
Bike Path
Storm Sewer
Water
Mill & Overlay frontage road
Curb and Gutter
180/0 Engineering
Total
City's Share of Cost
$21,623.00
$129,601.17
$5,249.17
$8562.50
$16,473.00
$32,671.59
$214,180.43
The storm sewer amount will be adjusted based on
the MnDOT hydraulics engineer's cost split, which is
based on State Aid rules. The amount of the
cooperative agreement will be adjusted based upon
actual bid amounts and final quantities. The project
was bonded for in 1993. The county has not
completed the project within the anticipated timeline.
The city must make payment on the project within
three years of the bonding. The three year period
ends on July 8, 1996. Staff intends to submit future
invoices in the amount of $250,000 to cover the city's
share of the cooperative agreement. The county will
3
rebate the balance to the city when the project is
completed.
If the council approves the street lighting layout, then
the cooperative agreement will need to be revised. If
the Council approves of city in-house design and
installation of the landscaping the $50,000 will need
to be spent before July 8, 1996.
In summary:
. approval of funding for the construction
cooperative agreement with Scott County for
improvements on CSAH 21 is sought in the
amount of $250,000, and
. approval of funding for installation of street lights
along CSAH 21 is sought in the amount of
$50,000, and
. approval of funding for in-house landscaping,
including an entry monument on CSAH 21, is
sought in the amount of $50,000, and
. the total funding requested is $350,000.
This project was bonded in 1993 for $405,000. The
breakdown for bonding was as follows:
Storm Sewer, Curb
Lighting
Sidewalk/Bikeway
Landscaping
Watermain Crossings
Total
$200,000
$100,000
$30,000
$60,000
$15,000
$405,000
The total encumbrance requested is $350,000. The
balance of $55,000 would remain in the construction
fund.
The Cooperative Agreement for County Project
S.A.P. 70-621-09, improvement of CSAH 21 is
attached. The project cost is $2,289,849.96. The
total City cost is estimated to be $204,076.68'. The
total will be adjusted based on actual construction
costs.
4
FUNDING:
ALTERNATIVES:
RECOMMENDATION:
BUDGET IMPACT:
ACTION REQUIRED:
This project was funded in a 1993 bond issue.
The Alternatives are as follows:
1. Approval of Resolutions 96-60 and 96-61 are
required from the city for the county to implement
the improvements to CSAH 21
2. Table this item for a specific reason.
3. Deny this Agenda item for a specific reason.
The recommendation is for Alternative No. 1
The Project will be paid for from the 1993 bond issue.
Motion and second to adopt Resolution
96-61.
REVIEWED BY:
5
.,.' ..
RESOLUTION 96-60
RESOLUTION APPROVING PLANS AND SPECIFICATIONS
FOR CSAH 21, APPROVAL OF THE
COOPERATIVE AGREEMENT WITH SCOTT COUNTY
AND APPROVAL OF FUNDING FOR LANDSCAPING ON CSAH 21
AND STREETLIGHTING IN BUSINESS OFFICE PARK
MOTION BY:
.. SECONDED BY:
WHEREAS, plans and specifications showing proposed alignment, profiles, grades and
cross-sections for the construction, reconstruction or improvement of
County State Aid Highway No. 21 within the limits of Prior Lake as a
County project have been prepared and presented to the City, and
WHEREAS, the landscaping will be completed by the Parks Department, the estimated
cost to be $50,000.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR
LAKE, MINNESOTA, that said plans, specifications and landscaping be in all things
approved.
Passed and adopted this 3rd day of June, 1996.
YES
NO
Andren
Greenfield
Kedrowski
Mader
Schenck
Andren
Greenfield
Kedrowski
Mader
Schenck
Frank Boyles
City Manager
City of Prior Lake
{Seal}
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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RESOLUTION 96-61
RESOLUTION AUTHORIZING RESTRICTIONS
FOR
PARKING ON CSAH 21
MOTION BY:
SECONDED BY:
WHEREAS, the County of Scott has planned the improvement of County State Aid
Highway (CSAH) 21 from 2000' East of CSAH 39 to the easterly Prior
Lake City Limits, and
WHEREAS, since the improvement lacks adequate width for parking on both sides of
the street, approval of the proposed construction as a County street project
must therefore include certain parking resolutions.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR
LAKE, MINNESOTA, that the City of Prior Lake shall prohibit the parking of motor
vehicles on both sides ofCSAH 21 from 2000' East ofCSAH 39 to the easterly Prior
Lake City Limits
Passed and adopted this 3rd day of June, 1996.
YES
NO
Andren
Greenfield
Kedrowski
Mader
Schenck
Andren
Greenfield
Kedrowski
Mader
Schenck
{Seal}
Frank Boyles
City Manager
City of Prior Lake
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 553lJ2-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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County Project No. SAP 70-621-09
City of Prior Lake
County of Scott
CONSTRUCTION COOPERATIVE AGREEMENT
THIS AGREEMENT, made and entered into this _ day of
, 19_, by and
between the County of Scott, a body politic and corporate under the laws of the State of Minnesota,
hereinafter referred to as the "County" and the City of Prior Lake, a body politic and corporate under the
laws of the State of Minnesota, hereinafter referred to as the "City".
WITNESSETH:
WHEREAS, the County and the City have been negotiating to bring about the improvement of
County State Aid Highway 21 from 2000' east of CSAH 39 to 1300' east of CSAH 27 (Engineer's Stations
139+02.77 to 246+00) as shown on the County Engineer's plans for SAP 70-621-09 which improvement
contemplates and includes grading, aggregate base, plant-mixed bituminous surface, concrete curb and
gutter, storm sewer, landscaping and other related improvements; and
WHEREAS, a portion of the above described project lies within the corporate limits of the City, and
WHEREAS, the County Engineer has heretofore prepared an engineer's estimate of quantities
and unit prices of material and labor for the above described project and an estimate of the total cost for
contract work in the sum of Two Million Two Hundred Eighty-nine Thousand Eight Hundred Forty-nine
& 96/100 ($2,289,849.96).
A copy of said estimate (marked Exhibit "A") is attached hereto and by this reference made a part
hereof; and
WHEREAS, it is contemplated that said work be carried out by the parties hereto under the
provisions of M.S. Sec. 162.17, Subd. 1.
NOW, THEREFORE, IT IS HEREBY AGREED:
1
County Project No. SAP 70-621-09
City of Prior Lake
County of Scott
The County or its agents will advertise for bids for the work and construction of the aforesaid
Project No. SAP 70-621-09, 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
in such case provided for counties. The contract is in form and includes the plans and specifications
prepared by the County or its agents, which said plans and specifications are by this reference made a
part hereof.
II
The County shall administer the contract and inspect the construction of the contract work
contemplated herewith. The City Engineer shall cooperate with the County Engineer and his staff at their
request to the extent necessary, but shall have no other responsibility for the supervision of the work.
III
The City shall reimburse the County for its share in the construction cost of the contract work for
said project and the total final contract construction cost shall be apportioned as set forth in the Division
of Cost Summary in said Exhibit "A" attached hereto. It is further agreed that the Engineer's Estimate
referred to in this agreement is an estimate of the construction cost 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 Engineer shall govern in computing the total final contract construction cost for
apportioning the cost of said project according to the provisions of this paragraph.
IV
In addition to payment of the City's proportionate share of the contract construction cost, the
County and the City further agree to participate in the Preliminary Engineering, which includes all costs
of planning, design and preparation of plans and specifications, in an amount of ten percent (100/0) of the
2
County Project No. SAP 70-621-09
City of Prior Lake
County of Scott
cost of construction. The County and City further agree to participate in the construction engineering:
which includes the complete staking, inspection and supervision of the construction, in an amount of
eight percent (80/0) of the final contract amount. Participation of engineering costs by the City shall be
the same percentage as the total construction participation.
The cost of the items in which the County shall participate shall be based on the unit prices in the
contract and the final construction quantities as determined by the Project Engineer in charge.
The County and the City shall participate in the cost of the storm sewer construction as shown in
Exhibit "A" and per the Scott County Highway Department's "Policies for Cost Participation with
Municipalities."
v
The City shall, based on the contract price, deposit with the Scott County Treasurer ninety percent
(900/0) of the estimated City's share of the construction and engineering costs as partial payment within
thirty (30) days after award of contract and execution of this Agreement, whichever is later.
The remaining amount of the City's share of construction and engineering costs of this project
shall be paid to the County upon completion of the project and submittal to the City of the County's final,
itemized, statement of the project costs.
In the event the partial payment exceeds the City's share of these final costs, such overpayment
shall be returned to the City by the County.
VI
The County Engineer shall prepare monthly progress reports as provided in the specifications.
A copy of these reports shall be furnished to the City upon request.
3
County Project No. SAP 70-621-09
City of Prior Lake
C,ounty of Scott
VII
All records kept by the City and the County with respect to this project shall be subject to
examination by the representatives of each party hereto. All data collected, created, received,
maintained or disseminated for any purpose by the activities of the County or City pursuant to this
Contract shall be governed by Minnesota Statutes Chapter 13, as amended, and the Minnesota Rules
implementing such Act now in force or hereafter adopted.
VIII
The County reserves the right not to issue any permits for a period of five (5) years after
completion of the project for any service cuts in the roadway surfacing of the County Highway 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.
IX
The City shall, at its own expense, remove and replace all City owned signs that are within the
construction limits of this project.
X
Upon completion of this project, the County, at its expense, shall place the necessary signs and
the City, at its expense, shall provide the enforcement for the prohibition of on-street parking on that
portion of CSAH 21 constructed under this project.
No modification of the above parking restrictions shall be made without first obtaining a resolution
from the County Board of Commissioners permitting said modification.
4
County Project No. SAP 70-621-09
City of Prior Lake
County of Scott
XI
Neither the County, its officers, agents or employees, either in their individual or official capacity,
shall be responsible or liable in any manner to the City for any claim, demand, action or cause of action
of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent
performance or nonperformance of the hereinbefore described maintenance, restoration, repair or
replacement work by the City, or arising out of the negligence of any contractor under any contract let
by the City for the performance of said work; and the City agrees to defend, save and keep said County,
its officers, agents and employees harmless from all claims, demands, actions or causes of action arising
out of negligent performance by the City, its officers, agents or employees.
XII
It is further agreed that neither the City, its officers, agents or employees, either in their individual
or official capacity, shall be responsible or liable in any manner to the County for any claim, demand,
action or cause of action of any kind or character arising out of, allegedly arising out of or by reason of
the performance, negligent performance or nonperformance of the hereinbefore described maintenance,
restoration, repair or replacement work by the County, or arising out of the negligence of any cOf!tractor
under any contract let by the County for the performance of said work; and the County agrees to defend,
save and keep said City, its officers, agents and employees harmless from all claims, demands, actions
or causes of action arising out of negligent performance by the County, its officers, agents or employees.
XIII
It is further agreed that each party to this agreement shall not be responsible or liable to the other
or to any other person whomsoever for any claims, damages, actions, or causes of actions of any kind
or character arising out of, allegedly arising out of or by reason of the performance, negligent
performance or nonperformance of any work or part hereof by the other as provided herein; and each
5
County Project No. SAP 70-621-09
City of Prior Lake
County of Scott
party further agrees to defend at its sole cost and expense any action or proceeding commenced for the
purpose of asserting any claim of whatsoever character arising in connection with or by virtue of
performance of its own work as provided herein.
XIV
It is furthe~ agreed that any and all employees of the City and all other persons engaged by the
City in the performance of any work or services required or provided herein to be performed by the City
shall not be considered employees, agents or independent contractors of the County, and that any and
all claims that mayor might arise under the Worker's Compensation Act or the Unemployment
Compensation Act of the State of Minnesota on behalf of said City 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 City
employees while so engaged in any of the work or services provided to be rendered herein shall be the
sole responsibility of the City shall in no way be the obligation or responsibility of the County.
Any and all employees of the County and all other persons engaged by the County in the
performance of any work or services required or provided for herein to be performed by the County shall
not be considered employees, agents or independent contractors of the City, and that any and al! claims
that mayor might arise under the Worker's Compensation Act or the Unemployment Compensation Act
of the State of Minnesota on behalf of said County employees while so engaged and any and all claims
made by any third parties as a consequence of any act or omission on the part of said County employees
while so engaged in any of the work or services provided to be rendered herein shall be the sole
responsibility of the County and shall in no way be the obligation or responsibility of the City.
6
County Project No. SAP 70-621-09
City of Prior Lake
County of Scott
xv
The provisions of M.S. 181.59 and of any applicable local ordinance relating to Civil Rights and
discrimination and the affirmative action policy statement of Scott County shall be considered a part of
this agreement as though fully set forth herein.
7
County Project No. SAP 70-621-09
City of Prior Lake
County of Scott
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 PRIOR LAKE
(SEAL)
By
And
Mayor
City Manager
Date
Date
COUNTY OF SCOTT
ATTEST:
By
By
County Administrator
Chairman of Its County Board
Date
Date
Upon proper execution, this agreement
will be legally valid and binding.
RECOMMEND FOR APPROVAL:
By
By
County Attorney
County Highway Engineer
Date
Date
APPROVED AS TO EXECUTION:
By
County Attorney
Date
JF-WPDOCS\AGRMT\COOP\7062109
12-19-95
9
S.P. 70-621-09
DIVISION OF COST SUMMARY
EXHIBIT" A II
SPEC. ITEM UNIT TOTAL UNIT ESTIMA TED CITY OF PRIOR LAKE
NO. EST'D PRICE AMOUNT EST'D % EST'D
QUANT.'S aUANT.'S AMOUNT
2021.501 MOBILlZA TION LUMP SUM 1 80.000.00 80,000.00
2101.511 CLEARING & GRUBBING LUMP SUM 1 30,250.00 30,250.00
2104.501 REMOVE PIPE CULVERTS LIN. FT. 600 5.00 3,000.00
2104.505 REMOVE BITUMINOUS PAVEMENT sa. YD. 4,089 1.00 4,089.00
2104.509 REMOVE PILING EACH 8 150.00 1 ,200.00
2104.509 REMOVE DROP INLET EACH 1 150.00 150.00
2104.521 SALVAGE PLASTIC & WOOD FENCE L1N. FT. 960 5.00 4.800.00
2104.523 SALVAGE VEHICULAR GATE EACH 3 300.00 900.00
2105.501 COMMON EXCAVATION CU. YD. 173,715 1.20 (P) 208,458.00
2105.515 UNCLASSIFIED EXCAVATION CU. YD. 31,715 4.00 (P) 126,860.00 5022 50.0% 10,044.00
2211.503 AGGREGATE BASE (C.V.) CLASS 5 MODIFIED CU. YD. 38,650 9.00 (P) 347,850.00
2221.503 AGGREGATE SHOULDERING (C.V.) CLASS 2 CU. YD. 310 20.00 (P) 6,200.00 97 100.0% 1,940.00
2232.501 MILL BITUMINOUS SURFACE sa. YD. 142 7.00 994.00
2331.504 BITUMINOUS MATERIAL FOR MIXTURE TON 17 125.00 2,125.00 17 100.00/. 2,125
2331.508 TYPE 41 WEARING COURSE MIXTURE TON 6,596 18.00 118,728.00
2331.510 TYPE 41 BINDER COURSE MIXTURE TON 8,812 17.00 149,804.00 567 100.0% 9,639.00
2331.514 TYPE 31 BASE COURSE MIXTURE TON 12,100 16.00 193,600.00
0331.601 COLD RECYCLE INPLACE BITUMINOUS MIXTURE sa. YD. 5,150 1.15 5.922.50 5,150 100.0% 5,922
2356.505 BITUMINOUS MATERIAL FOR SEAL (EMULSION) COAT GALLON 515 1.00 515.00 515 100.0% 515
2451.507 GRANULAR BEDDING (C.V.) CU. YD. 6.541 6.00 (P) 39,246.00 2254 60.9% 8,236.12
2451.513 FINE FILTER AGGREGATE (C. V.) CU. YD. 96 10.00 960.00 32 50.0% 160.00
2501.511 18. C.S. PIPE CULVERT L1N. FT. 34 17.00 578.00
2501.511 15. R.C. PIPE CULVERT CLASS III L1N. FT. 206 14.72 3,032.32
2501.511 18. RC. PIPE CULVERT CLASS III L1N. FT. 96 17.60 1.689.60
2501.511 21" R.C. PIPE CULVERT CLASS III LIN. FT. 94 20.50 1.927.00
2501.511 24" RC. PIPE CULVERT CLASS III L1N. FT. 162 22.15 3.588.30
2501.511 27" RC. PIPE CULVERT CLASS III L1N. FT. 48 29.75 1,428.00
2501.511 36" R.C. PIPE CULVERT CLASS III L1N. FT. 88 54.80 4,822.40
2501.511 54. RC. PIPE CULVERT CLASS III L1N. FT. 140 140.00 19.600.00
2501.511 18" G.S. PIPE APRON EACH 2 80.00. 160.00
2501.515 36" G.S. PIPE APRON EACH 1 355.00 355.00 1 75.0% 266.25
2501.515 12" RC. PIPE APRON EACH 1 282.40 282.40
2501.515 15" RC. PIPE APRON EACH 13 309.60 4.024.80 4 50.0% 619.20
2501.515 18" RC. PIPE APRON EACH 4 345.20 1,380.80
2501.515 21" RC. PIPE APRON EACH 2 384.00 768.00
2501.515 24" RC. PIPE APRON EACH 6 421.60 2,529.60
2501.515 27" RC. PIPE APRON EACH 2 485.60 971.20
2501.515 36" RC. PIPE APRON EACH 7 840.00 5,880.00 2 50.0% 840.00
2501.515 42. RC. PIPE APRON EACH 1 1,048.80 1,048.80
2501.515 54" R.C. PIPE APRON EACH 2 1,445.20 2,890.40
2501.569 LIGHT DUTY SAFETY GRATE FOR 12. RC PIPE APRON EACH 1 132.00 132.00
2501.569 LIGHT DUTY SAFETY GRATE FOR 15. RC PIPE APRON EACH 13 157.00 2 J41.00 4 SO.O% 314.00
2501.569 LIGHT DUTY SAFETY GRATE FOR 18. RC PIPE APRON EACH 4 1n.00 708.00
2501.569 LIGHT DUTY SAFETY GRATE FOR 21. RC PIPE APRON EACH 2 222.00 444.00
2501.569 LIGHT DUTY SAFETY GRATE FOR 24. RC PIPE APRON EACH 6 263.00 1,578.00
2501.569 LIGHT DUTY SAFETY GRATE FOR 27"' RC PIPE APRON EACH 2 332.00 664.00
2501.569 LIGHT DUTY SAFETY GRATE FOR 36. ~C PIPE APRON EACH 7 426.00 2,982.00 2 50.0% 426.00
2501.569 LIGHT DUTY SAFETY GRATE FOR 42. RC PIPE APRON EACH 1 460.00 460.00 1 75.0% 345.00
2501.569 LIGHT DUTY SAFETY GRATE FOR 54. RC PIPE APRON EACH 2 865.00 1.730.00
2502.521 4" P.E. CORRUGATED PIPE DRAIN L1N. FT. 220 5.00 1,100.00
2502.521 6" C.S. PIPE DRAIN L1N. FT. 60 8.00 480.00
2502.541 4" P.E. CORR ::lERF. PIPE DRAIN L1N. FT. 1,200 5.00 6.000.00
0502.601 PRECAST CONCRETE HEADWALL EACH 6 200.00 1.200.00
2503.511 36" C.S. PIPE SEWER L1N. FT. 140 41.SO 5,810.00 140 75.0"1' 4,357.50
F:\P\70621 09\QPRO\ESTIMA TE\21 09EST.WQ2
30-May-96
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S.P. 70-621-09
DIVISION OF COST SUMMARY
EXHIBIT II A"
SPEC. ITEM UNIT TOTAL UNIT ESTIMA TED CITY OF PRIOR LAKE
NO. EST'D PRICE AMOUNT EST'D % EST'D
QUANT.'S QUANT.'S AMOUNT
2503.511 12' RC. PIPE SEWER L1N. FT. 13 12.65 164.45
2503.511 15" RC. PIPE SEWER L1N. FT. 86 14.72 1,265.92 51 50.0% 375.36
2503.511 18. R.C. PIPE SEWER L1N. FT. 31 17.60 545.60
2503.511 24" RC. PIPE SEWER LIN. FT. 47 22.16 1,041.52
2503.511 36" RC. PIPE SEWER L1N. FT. 216 46.25 9,990.00 16 50.0% 370.00
2503.511 36" RC. PIPE SEWER CLASS III LIN. FT. 122 50.00 6.100.00 122 50.0% 3,050.00
2503.511 42. R.C. PIPE SEWER L1N. FT. 302 67.60 20,415.20
2503.541 12" RC. PIPE SEWER DESIGN 3006 L1N. FT. 1,832 15.30 28,029.60 410 50.0% 3,136.50
2503.541 15. RC. PIPE SEWER DESIGN 3006 LIN. FT. 1,604 17.50 28,070.00 454 50.0% 3,972.50
2503.541 18" RC. PIPE SEWER DESIGN 3006 L1N. FT. 1,442 20.25 29,200.50 605 50.0% 6,125.63
2503.541 21" RC. PIPE SEWER DESIGN 3006 L1N. FT. 444 24.00 10,656.00 215 50.0% 2,580.00
2503.541 24" RC. PIPE SEWER DESIGN 3006 L1N. FT. 2,879 26.95 n,589.05 665 50.0% 8,960.88
2503.541 27" R.C. PIPE SEWER DESIGN 3006 L1N. FT. 1,934 34.80 67,303.20 665 SO.O% 11,571 .00
2503.541 27" RC. PIPE SEWER, DESIGN 3006 CLASS III L1N. FT. 485 36.00 17,460.00 485 100.0% 17.460.00
2503.541 30" R.C. PIPE SEWER DESIGN 3006 LIN. FT. 1,196 41.20 49,275.20 270 50.0% 5,562.00
2503.541 36' R.C. PIPE SEWER DESIGN 3006 CLASS III L1N. FT. 598 57.00 34.086.00 598 75.0% 25,564.50
2503.541 36. R.C. PIPE SEWER DESIGN 3006 CLASS V L1N. FT. 48 105.00 5.040.00 48 75.0'% 3,780.00
0504.602 12' DUCTILE IRON PIPE PLUG EACH 2 20.00 40.00 2 100.0'% 40.00
0504.603 12' WATERMAIN DUCTILE IRON CLASS 50 L1N. FT. 166 30.00 4.980.00 166 100.00/. 4,980.00
0504.605 4" POLYSTYRENE INSULATION sa. YD. 11 25.00 275.00 11 83.3% 229.17
2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 EACH 36 1 ,035.00 37.260.00 11 50.0% 5,692.50
2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020 EACH 12 1,900.00 22.800.00 4 62.5% 4,750.00
2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72 - 4020 EACH 5 2,000.00 10,000.00 2 62.5% 2,500.00
2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84 - 4020 EACH 1 5,475.00 5,475.00 1 75.0% 4,106.25
2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G OR H EACH 31 900.00 27,900.00 8 50.0% 3,600.00
2506.522 ADJUST FRAME AND RING CASTING EACH 2 150.00 300.00
2511.501 RANDOM RIPRAP CLASS III CU. YD. 215 40.00 8.600.00 33 66.7"10 880.00
2521.501 4" CONCRETE WALK sa. FT. 17,461 1.60 27.937.60
2521.511 2" BITUMINOUS WALK sa. FT. 37,538 1.00 37,538.00
2531.501 CONCRETE CURB & GUTTER DESIGN 8-624 L1N. FT. 24,860 5.70 141.702.00 5780 50.0% 16,473.00
2557.501 WIRE FENCE DESIGN 72-9322 L1N. FT. 3,597 10.50 37.768.50
0557.602 INSTALL VEHICULAR GATE EACH 3 300.00 900.00
0557.603 INSTALL PLASTIC & WOOD FENCE L1N. FT. 960 5.00 4.800.00
0565.602 HANDHOLE - TYPE C EACH 10 450.00 4.500.00
0565.603 3" RIGID STEEL CONDUIT L1N. FT. 110 10.00 1,100.00
0565.603 4. RIGID STEEL CONDUIT L1N. FT. 380 12.00 4.560.00
2573.501 BALE CHECK EACH 280 5.00 1,400.00
2573.502 SILT FENCE, HEAVY DUTY L1N. FT. 8,152 2.75 22,418.00
SPEC TEMPORARY ROCK CONSTRUCTION ENTRANCE CU. YD. 221 25.00 5.525.00
2575501 SEEDING ACRE 27 105.00 (P) 2,835.00
2575.502 SEED MIXTURE 500 POUND 1,350 2.00 2,700.00
2575.502 SEED MIXTURE SPECIAL POUND 675 2.00 1,3SO.00
2575.505 SODDING TYPE EROSION sa. YD. 616 1.30 800.80
2575.505 SODDING TYPE LAWN sa. YD. 51,579 1.30 67,052.70
2575.511 MULCH MATERIAL TYPE 1 TON 54 120.00 6,480.00
2575.512 MULCH MATERIAL TYPE 2 GAL. 145 1.40 203.00
2575.519 DISK ANCHORING ACRE 27 40.00 (P) 1,080.00
2575.531 COMMERCIAL FERTILIZER ANALYSIS 19-19-19 TON 6 3SO.OO 2.100.00
2580.501 TEMPORARY LANE MARKING RD.STA. 11 300.00 3,300.00
SUBTOTALS 2,289.849.96 181,508.84
PRELIMINARY ENGINEERING (10%) 18,150.88
CONSTRUCTION ENGINEERING (8%) 14,520.71
TOTALS 52,289.849.96 5214,180.43
F:\P\70621 09\QPRO\ESTIMATE\21 09EST.WQ2
30-May-96