HomeMy WebLinkAbout7B Parking on CSAH 21
AGENDA:
PREPARED BY:
SUBJECT:
DATE:
7B
JOHN WINGARD, ASSISTANT CITY ENGINEER
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 17, 1996
INTRODUCTION:
At the June 3rd meeting, the City Council addressed
landscaping, lighting, entry monument and deferred
action on the cooperative agreement and plans and
specifications. 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.
This will complete the City Council's deliberations with
respect to this project.
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 200' east of Fish
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
Point Road in Prior Lake and continues easterly 3800'
to the east City limits. The project 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 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.
Staff has prepared a revised street lighting layout
pursuant to the City Council's June 3rd direction. The
existing street lighting stops 200' east of Fish Point
Road. The new street lighting layout provides for
street lights at intervals of approximately 150' 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
$80,000.
The landscaping and entry monument will be
completed in accordance with the Council's June 3rd
action. 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.
2
The City's share of the costs for the CSAH 21
cooperative agreement 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 City is required to make
payment of 850/0 of the bond amount within 3 years
after the sale of the bond. The City is working at
completing the other projects associated with the
1993 bond (Carriage Hills Parkway by Carriage Hills,
Sirens, Industrial Park Storm Sewer, Mitchell Pond
Storm Sewer) to allow for more money to be available
for the CSAH 21 project. 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
rebate the balance to the city when the project is
completed.
FUNDING:
This project was bonded in 1993 for $405,000. The
1993 breakdown for bonding was as follows:
Storm Sewer, Curb
Lighting
Sidewalk/Bikeway
Landscaping
Watermain Crossings
Total
Bond Est.
$200,000
$100,000
$ 30,000
$ 60,000
$ 15,000
$405,000
~
$250.000
$80,000
(included above)
$50,000
(included above)
$380,000
3
ALTERNATIVES:
RECOMMENDATION:
ACTION REQUIRED:
The total encumbrance requested is $380,000. The
balance of $25,000 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 $214,180.43. The
total will be adjusted based on actual construction
costs.
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
county is awaiting the City's final action. The project
will begin this fall and expected for completion in the
fall of 1997.
Motion and second to adopt Resolutions .,96-60 and
96-61.
REVIEWED BY:
4
RESOLUTION 96-60
RESOLUTION APPROVING PLANS AND SPECIFICATIONS
FOR CSAH 21, APPROVAL OF THE
COOPERATIVE AGREEMENT WITH SCOTT COUNTY
AND APPROVAL OF FUNDING FOR STREET LIGHTS AND
LANDSCAPING ON CSAH 21
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 street lighting will be completed by NSP along CSAH 21 and the
estimated cost is $80,000, and
WHEREAS, the landscaping will be completed by the Parks Department, the estimated
cost to be $50,000.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR
LAKE, MINNESOTA, that said plans, specifications, street lighting, and landscaping be
in all things approved.
Passed and adopted this 17th day of June, 1996.
YES
NO
Andren
Greenfield
Kedrowski
Mader
Schenck
Andren
Greenfield
Kedrowski
Mader
Schenck
Frank Boyles
City Manager
City of Prior Lake
{ Seal}
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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RESOLUTION 96-61
RESOLUTION AUTHORIZING RESTRICTIONS
FOR
PARKING ON CSAH 21
MOTION BY:
SECONDED BY:
WHEREAS, the County of Scott has planned the improvement of County State Aid
Highway (CSAH) 21 from 2000' East of CSAH 39 to the easterly Prior
Lake City Limits, and
WHEREAS, since the improvement lacks adequate width for parking on both sides of
the street, approval of the proposed construction as a County street project
must therefore include certain parking resolutions.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR
LAKE, MINNESOTA, that the City of Prior Lake shall prohibit the parking of motor
vehicles on both sides of CSAH 21 from 2000' East of CSAH 39 to the easterly Prior
Lake City Limits
Passed and adopted this 17th day of June, 1996.
YES
NO
Andren
Greenfield
Kedrowski
Mader
Schenck
Andren
Greenfield
Kedrowski
Mader
Schenck
{ Seal}
Frank Boyles
City Manager
City of Prior Lake
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 553172-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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County Project No. SAP 70-621-0$
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
County 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 govemed 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
:he 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
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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 contractor
under any contract let by the County for the performance of said work; and the County agrees to defend,
save and keep said City, its officers, agents and employees harmless from all claims, demands, actions
or causes of action arising out of negligent performance by the County, its officers, agents or employees.
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 all claims
that mayor might arise under the Worker's Compensation Act or the Unemployment Compensation Act
:>f 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 Administrator
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-WPOOCS\AGRMT\COOP\7062109
12-19-95
8
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S"p" 70-621-09
DIVISION OF COST SUMMARY
EXHIBIT "A"
SPEC. I ITEM UNIT TOTAL UNIT ESTIMA TED CITY OF PRIOR LAKE
NO. esro PRICE AMOUNT esro I % I esro
QUANT. 's aUANT:S AMOUNT
202~ .SOl I MOBIUZA nON LUMP SUM 1 I 80.000.00 80.000.00
2101.511 I C:..EARING a. GRU BSING LUMP SUM 1 3O.2SO.00 30.250.00
2104.501 I REMOVE PIPE CULVERTS UN. FT. 600 5.00 3.000.00
2104.505 I REMOVE BITUMINOUS PAVEMENT sa. YD. 4.089 1.00 4.089.00
2104.509 I REMOVE PIUNG EACH 8 1 SO.OO 1.200.00 I
2104.509 I REMOVE DROP INL.=T EACH 1 1 SO. 00 1 SO. 00
2104.521 I SALVAGE PLASTIC & WOOO FENCE UN. FT. 9601 5.00 4.800.00
2104.523 I SALVAGE VEHICULAR GATE EACH 3 300.00 900.00
2105.501 I COMMON EXCAVATION cu. YD. 17:3.715 I 1.20 (P) 208.458.00
2105.515 I UNCLASSIFIED :XCAVATlON cu. YD. 31.715 I 4.00 (P) 126.880.00 S022 50.0% 10,044.00
2211 .503 I AGGREGATE SASE (C. V.) CLASS 5 MODIFIED CU. YD. 38.650 9.00 (P) 347.8S0.00
2221.503 I AGGREGATE SHOULDERING (C.V.) CLASS 2 CU. YD. 310 20.00 (P) 6.200.00 97 100.0% 1,940.00
2232.501 I MIU, BlnJMINOUS SURFACE sa. YD. 142 I 7.00 994.00
2331.504 I BITUMINOUS MATERIAL FOR MIX1'\JRE TON 17 125.00 2.125.00 17 100.0% 2.'25
2331.508 I TYPE 41 WEARING C:::URSE MIX1'\JRE I TON 6.596 18.00 I . .8.728.00
233LS10 I TYPE 41 BINOER C:::URSE MIXiURE TON 8.812 I 17.00 I 149.804.00 567 100.0~' 9.639.00
2331.514 I TYPE 31 BASE COURSE MIXTURE TON 1 2.100 I 16.00 193.600.00
0331.601 I COLD RECYC:..: INP~CE BITUMINOUS MIXTURE SQ. YD. S.150 I 1.15 5.922.SO 5.1SO 100.0% 5.922
2:3Se.5CS I BITUMINOUS MATERIAL FOR SEAL (EMULSION) COAT GAllON 515 1.00 515.00 515 100.0% 515
2451.507 I GRANULAR BEDDING rc. V.) CU. VD. 6,~1 6.00 (P) 39.246.00 2254 60.9% 8.236.12
2451.513 I FINE FILTER AGGREGATE (C. V.) CU. VD. 96 I 10.00 960.00 32 50.0% 160.00
2501.511 l,s" C.S. PIPE CULVERT I UN. r-:. 341 17.00 578.00
2501.511 115" R. C. PIPE CU L VERT C:..ASS III LIN. FT. 206 14.72 I 3.032.32 I
2501.511 11S" R.C. PIPE CULVERT CLASS III LIN. =r 961 17.60 1.689.60 I I
25O~.511 121' R.C. PIPE CULVERT C:..ASS III I LIN. FT 94\ 20.50 1 1.927.00 I
2501.511 124" R.C. ?lPE CULVERT C:..ASS III I LIN. r-I. 162 I 22.15 3.588.30
250~ .511 127" R.C. ClIPE C:JLVERT C:..ASS III L1N. :=T. 48 I 29.75 1428.CO
250'.511 136" R.C. ClIPE C:JLVERT CLASS III LIN. :=T. asl 54.80 I 4.822.40
2501.511 I~" CtC. PIPE CULVERT CLASS III LIN. =r \"40 I 140.00 I 19.600.00
250~ .511 11S" G.5. PIPE APRON EACH 2 1 SO.OO. 160.CO
250 ~ = ~ 5 136" G.S. PIPE APRON I EACH 1 355.00 35300 1 75.0~ 266.25
2501.515 1120 R.C. ?IP: APRON EACH 1 262.40 I 262.40
2501.515 I IS' R.C. ClIPE APRON EACH 13 I 309.60 I 4.024.80 4 I 50.0% 519.20
2501.515 11s0 ".C. PIPE APRON EACH 4 345.20 I 1 .38O.eo
2501.515 12~" R.C. PIPE APRON EACH 21 384.00 758.00
2501.515 1:24" R.C. ;)!PE APRON EACH 61 421.60 2.529.60
250~.515 127" ~.C. ;)1PE APRON EACH 2 485.60 97' .20
2501 5~5 1360 FtC. ClIPE APRON I EACH 71 840.00 5.680.00 2 I 50.O-~ 840.00
! 2501.515 142" R.C. ?IPE APRON EACH , I 1.048.80 1.048.80
2501.515 154" R.C. PIPE APRON EACH 2 1.445.20 2.890.40
2501 .569 I LIGHT :JUiY SAFETY GRATE FOR 12" RC PIPE APRON EACH 1 132.00 132.00
2501 .569 I LIGHT :JU iY SAFETY GRATE FOR 15" RC PIPE APRON EACH 13 157.00 2.04' .00 4 50.0~ 314.00
250~ .569 I LIGHT DUTY SAFETY GRATE FOR' S" RC PIPE APRON EACH 4 1n.00 708.00
2501.569 I UGHi DUTY SAFETY GRATE FOR 21" RC PIPE APRON EACH 2 222.00 444.00
2501.569 I LIGHT DUTY SAFETY GRATE FOR 24" RC PIPE APRON EACH 6 253.00 I 1.578.00
250~ .569 I LIGHT DUTY SAFETY GRATE FOR 2'r RC PIPE APRON EACH 21 332.00 664.00
2501.569 ! LIGHT DUTY SAFETY GRATE FOR 36- RC PIPE APRON EACH 7 426.00 2.982.00 2 SO.O% 426.00
2501.569 I LIGHT :JUTY SAFEiY GRATE FOR 42- RC PIPE APRON EACH , 460.00 450.00 1 75.0% 345.00
2501.569 !LIGHT DUTY SAFE7Y GRATE FOR 54" RC PIPE APRON EACH 2 865.00 1.730.00
2502.521 k Cl.E. CORRUGATED PIPE DRAIN LIN. FT. 220 I 5.00 1.100.00
2502.521 \S" C.S. PIP: DRAIN UN. Fi. 60 8.00 480.00
2502.541 f." P.E. CORR. PERF. PIPE DRAIN LIN. FT. 1.200 I 5.00 6.000.00
0502.601 JPRECAST CONCRETE HEADWALL EACH 6 200.00 I 1.200.00
2503.51 I 13s0 C.S. PIPE SEWER UN. FT. 140 41.50 5.8' 0.00 140 7S.~' 4.357.50
F:\P\70621 09\QPRO\ESTIMATE\21 09EST.WC2
30-May-9€
S.P. 70-621 -09
DIVISION OF COST SUMMARY
EXHIBIT It A It
SPEC. I ITEM UNIT TOTAL UNIT ESTlMA TED CITY OF PRIOR LAKE
NO. EST'O PRICE AMOUNT ESrO I % ESrO
QUANT. 'S QUANT:S AMOUNT
2503.511 112" R.C. :llPE SewER I UN. FT. 13 12.65 16445
2503.511 15" R.C. PIPE SewER UN. FT. 861 14.72 1.265.92 51 50.0% 375.38
2503.511 18" RC. PIPE SewER I UN. 1'"1. 31 17.60 S4S.SO
2503.511 24" R.C. PIPE SewER UN. FT. 47 I 22. 16 1.041.52
2503.511 136"' RC. PIPE SEWER I UN. FT. 216 46.25 9.990.00 16 50.0% 370.00
2503.511 136"' R.C. PIP!: SEWER C~SS III I UN. FT. 122 SO.OO 6.100.00 122 I 50.0% 3.050.00
2503.511 142" R.C. PIPE SEWER UN. FT. 302 67.60 20,415.20
2503.541 11T R.C. PIPE SEWER DESIGN 3006 UN. FT. 1,832 15.30 28,029.60 410 50.0% 3.138.50
2503.541 15" R.C. PIPE SEWER DESIGN 3006 UN. FT. 1.604 17.50 28.070.00 4S4 50.0% 3.972.50
2503.541 18. R.C. PIPE SEWER DESIGN 3006 I UN. 1'"1. 1,442 I 20.25 29,200.50 l50S 50.0% 6,125.63
2503.541 21" R.C. PIPE SEWER DESIGN 300S UN. 1'"1. 444 24.00 10.656.00 215 50.0% 2.580.00
2503.541 124. R.C. PIPE SEWER DESIGN 3006 UN. FT. 2.879 25.95 n.589.05 655 50.0% 8,960.88
2503.541 127" R.C. PIPE SEWER DESIGN 3006 UN. FT. 1 ,934 34.80 67,303.20 665 50.0% 11.571.00
2503.541 127" RC. PIPE SEWE::1. DESIGN 300S CLASS III UN. 1'"1. 485 36.00 17.460.00 485 1 00.0~ 17.460.00
2503.541 130" R.C. PIPE SEWER DESIGN 3006 UN. :=T. 1,196 I 41.20 49.275.20 270 I 50.0%/ 5.562.00
2503.541 136" R.C. PIPE SEWER DESIGN 3006 CLASS III UN. i=i. 598 1 57.00 34.086.00 598 75.0%l 25.:64.50
2503.541 136" R.C. PIPE SEWE::1 DESIGN 3006 CLASS V I UN. 1'"1. 48 105.00 5.040.00 48 75.0.,,4 3.780.00
0504.602 1'2" DUCTILE IRCN PtPE PLUG EACH 21 20.00 40.00 2 loo.0~ 40.00
0504.603 112" WATERMAIN DUCTILE IRON CLASS 50 UN. i=i. 166 I 30.00 4.;;80.00 166 I 100.0':'0 4.980.00
0504.605 .14" POLYS7YMENE INSULATION sa. YD. 11 25.00 275.00 11 83.3~ 229.17
2506.502 I CONSTMUCT :lRAINAGE STRUCTURE DESIGN 48 - 4020 EACH 36 I 1.035.00 37,250.00 11 50.0% 5.692.50
25oe.502 I CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020 ~CH 12 I 1.900.00 22.300.00 4 62.5.,,4 4.750.00
2506.502 CONSTRUC":' DRAINAGE STRUCiURE DESIGN 72 - 4020 I EACH 5 I 2.000.00 10.COO.CO 2 62.5"10 2.500.00
2506.502 CONSTRUC":' DRAINAGE STRUCruRE CESIGN 84 - 4020 EACH 1 I 5.475.00 5.475.00 1 I 75.0~'o! 4.106.25
25C6.502 .1 CONSTRUC7 :lRAINAGE STRUCruRE ::ESIGN G OR H I EACH 31 I 9OO.CO I 27.900.00 81 50.C."J 3.500.00
25'J6.522 I ADJUST ;:AAME AND RING CASTiNG I EAC:~ 2 I 150.00 I 300.C<) I
... ~ 215 I 40.00 I 6S.~J
I 2511.501 I RANDOM ~IPCl.AP C~SS III I CU. YC. S.500.00 33 880.00
I 252' .501 14" :'ONCFiETE 'NALi<. I sa. F"'. 17,461 I 1.60 I 27937.60 I
2521.511 12" 31TUMINCUS WALi<. I sa. f=T. 37.538 I 1.00 37.538.CO
2531.501 1 CONCRETE CURB a. GUT7E::1 DESIGN 3-624 I LIN. FT. 24.860 5.70 141 .702.00 5780 50.0':'0 16.473.00
2557 501 I WIRE FENCE DESIGN 72-9322 I LIN. F"'. 3.597 I 10.50 I 37.758.50 I
0557 602 IINSiALL VEHIC~LAR GATE EACH 3\ 300.00 900.00 I
055i503 IINSTAL1.. ~L.AS7"IC 3.. WOOD FENCE I LIN. f=T. 9601 5.00 I 4.800.00 I
0565.602. I HANOHOLE - iYPE C EACH 10 I 450.00 4.500.00 I I
0565.0C3 13" RIGID STEEL CONDUIT LIN. FT. 110 10.00 1.100.00 I I
0565.603 14" RIGID STEEL CONDUIT UN. i=i. 380 12.00 4,560.00
2573.501 I BALE CHE':i<. I EACH 280 I 5.00 1.400.00 I
2573.502 I SIL'7' FENCE. HEAVY DUTY UN. Fl. 8.152 I 2.75 22.418.00
SPEC I TEMPORARY ROCK CONSTRUCTION ENTRANCE CU. YD. 221 25.00 5.525.00 I
2575.501 I SEEDING ACRE 27 105.00 (P) 2.835.00
2575.502 I SEED MIX7\.JRE 500 POUND 1.350 2.00 2.700.00
2575,:02 I SEED MIXTURE SPEC:AL POUND 675 I 2.00 1,350.00
2575.505 I SODDING TYPE EROSICN SQ. YO. 616 1.30 8OC.80
2575.505 I SODDING TYPE LAWN sa. YD. 51.579 1.30 67.052.70
2575.511 I MULCH MATE::1IAL TYPE 1 TON 54 120.00 6,480.00
2575.512 I MULCH MATERIAL TYPE 2 GAL 145 1.40 203.00
2575.51 g I DISK ANCHORING I AC::\E 27 40.00 (P) 1,080.00
2575.531 ICOMMERC:AL FERTILlZE::1 ANALYSIS 19-19-19 TON 6 350.00 2, ~ 00.00
2580.501 I TEMPORARY LANE MARKING RO. STA. 11 I 300.00 3.300.00
SUBTOTALS 2,289.849.96 181.508.84
i=lqELIMINARY ENGINEERING (1~'.) 18.150.88
CONSTRUCTION ENGINEERING (8"'.) 14,520.71
TOTALS $2.289.849.96 $2'4,180.43
F:\P\70621 09\QPRO\ESTIMATE\2' 09EST.WQ2
30-May-96