HomeMy WebLinkAbout9B - Southbridge Crossings Transit Station
MEETING DATE:
AGENDA #:
PREPARED BY:
AGENDA ITEM:
DISCUSSION:
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
CITY COUNCIL AGENDA REPORT
January 2, 2007
9B
Kelly Meyer, Asst. City Manager
CONSIDER APPROVAL OF A RESOLUTION AUTHORIZING THE MAYOR
AND CITY MANAGER TO ENTER INTO A COOPERATIVE AGREEMENT
WITH SCOTT COUNTY FOR PHASE II CONSTRUCTION OF
SOUTHBRIDGE CROSSINGS TRANSIT STATION.
Historv: In 2004, the cities of Scott County, together with the County and the
Metropolitan Council, hired a consultant to conduct an analysis of transit
services and capacities, and to make recommendations on how to best meet
growing transit demands in the region. The plan, known as the Unified Transit
Management Plan, was completed in May of 2005, and adopted with
conditions by the City Council on August 1, 2005.
The Unified Transit Management Plan identified an immediate need for more
transit service and facilities in Scott County. Based on those
recommendations, the City of Shakopee is planning to implement express
service in the summer of 2007. The Laker Lines service operated by Prior
Lake has responded by: adjusting routes to utilize the Highway 169 corridor,
relocating its park & ride to a larger facility more convenient to the corridor,
and adding an additional morning and evening route.
With respect to facilities, Prior Lake has been working with the City of
Shakopee, Scott County, and the Metropolitan Council to plan for the
construction of a 500-stall regional park & ride facility on property north of the
Home Depot site off Crossings Blvd. at the intersection of Highway 169 and
CSAH 18. (see attached aerial location map). This site has recently been
named Southbridge Crossings Station. In June 2006, the City Council
approved a Memorandum of Understanding between the parties that identified
the obligations of each entity in facilitating construction of the project. And in
October 2006, the Council approved a similar Cooperative Agreement for
Phase I construction. In the next several months the Transit Planning Team
will be working on another cooperative agreement for on-going maintenance
and operation of the facility.
Current Circumstances: To date, the land has been acquired, engineering and
design of the site has been completed, and Phase I of the project (which
included removal of the existing buildings and trees, and grading work) has
been completed. Bids have been let for Phase II of the project, which includes
construction of access roads, parking area, curb and gutter, busway, lighting
and shelter installation. The park & ride lot is scheduled to open for service in
the summer of 2007.
www.cityofpriorlake.com
Phone 952.4474230 / Fax 952.4474245
FINANCIAL
IMPACT:
ALTERNATIVES:
RECOMMENDED
MOTION
Reviewed by:
The Council may recall that the Metropolitan Council and the County have
made a significant capital investment in this project. The Met Council and the
County have funded the acquisition of the land for this facility entirely without
investment on behalf of either the City of Shakopee or the City of Prior Lake.
The primary investment by the cities of Shakopee and Prior Lake is in funding
the local construction match required under the terms of the federal grant, and
in providing the funding for operating the transit service.
Conclusion: The Cooperative Agreement under consideration by the City
Council formalizes (for Phase II of the construction) the agreement and
funding obligations set out in the June 2006 Memorandum of Understanding
approved by the Council.
The engineer's estimate for Phase II construction was $2,039,716.75. The
County solicited bids and received 9 submittals. The low bid for this work was
submitted by Quiring Trucking and Excavating (the same company who
completed the Phase I work) at $1,559,630.16 -- 22% below the engineer's
estimate.
$1,156,702.80 will be contributed to this portion of the project from federal
funding. Under the terms of the Memorandum of Understanding, and the
Cooperative Agreement under consideration, the remaining balance would be
funded by the City of Shakopee and the City of Prior Lake proportionately -
60% by Shakopee and 40% by Prior Lake. Based upon the low bid, Prior
Lake's share would be $163,970.88. Any additional costs for
changes/additions during the project will be the responsibility of the two cities
since the federal moneys will have been exhausted. Any additional costs
would also be split 60/40 between Shakopee and Prior Lake, and would be
brought back to the Council for authorization. Funding for this purpose would
come from the transit fund balance which has adequate funding available.
1. Approve the Resolution authorizing the Mayor and City Manager to enter
into a Cooperative Agreement with Scott County for Phase II construction of
Southbridge Crossings Station regional park & ride facility.
2. Take no action and provide staff with additional direction.
Alternative 1.
~J
Frank BOYIV
'-
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
RESOLUTION 07-XX
AUTHORIZING THE MAYOR AND CITY MANAGER TO ENTER
INTO A COOPERATIVE AGREEMENT WITH SCOTT COUNTY
FOR PHASE II CONSTRUCTION OF SOUTH BRIDGE CROSSINGS
REGIONAL PARK & RIDE FACILITY.
Motion by:
Second by:
WHEREAS, the City Council recognizes the value of providing quality, cost-effective transit services
for the Prior Lake community; and
WHEREAS, The City's 2030 Vision and Strategic Plan identifies addressing transit needs as a goal in
providing a better quality community; and
WHEREAS, the City values its partnerships with Scott County and other Scott County communities; and
WHEREAS, in August 2005, the Prior Lake City Council and the other Scott County communities
adopted a Unified Transit Management Plan which iden.tified an immediate need for a
500-stall park & ride facility in Scott County; and
WHEREAS, in June 2006, the City Council entered into a Memorandum of Understanding with Scott
County, the Metropolitan Council, and the City of Shakopee outlining the project and the
roles and obligations of the parties; and
WHEREAS, land acquisition and Phase I construction of the project have been completed; and
WHEREAS, bids for Phase II of the construction have been let, and Quiring Trucking and Excavating
has submitted the lowest responsible bid in the amount of $1,559,630.16; and
WHEREAS, the Cooperative Agreement proposed is consistent with the terms of the Memorandum of
Understanding for Phase II of the project.
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. The Mayor and City Manager are hereby authorized on behalf of the City Council to execute the
Cooperative Agreement for Phase II construction of the Southbridge Crossings regional park &
ride facility.
3. Funding not to exceed $163,970.88 shall be authorized from the Transit Fund balance.
PASSED AND ADOPTED THIS 2ND DAY OF JANUARY, 2007.
YES
NO
Haugen
Vacant
Erickson
LeMair
I Millar
Haugen
Vacant
Erickson
LeMair
Millar
Frank Boyles, City Manager
www.cityofpriorlake.com
Phone 952.4474230 / Fax 952.4474245
County Project No. CP 18-07
City of Prior Lake
County of Scott
CONSTRUCTION COOPERATIVE AGREEMENT
THIS AGREEMENT, made and entered into this day of ,20_, 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".
RECITALS:
A. The County and the City seek to provide efficient transit services to the residents of Scott County, and
have begun to plan for the development of a regional park-and-ride facility that would accommodate
500 parking spaces with the potential to be expanded or decked at the CR 18 and Hwy. 169 site as
shown on the County Engineer's plans for County Project No. CP 18-07 (SP 70-596-02)
B. The project will be completed in two phases, with Phase 2 improvements include grading, base,
paving, lighting, sewer, and watermain and pre-fab bus shelter (hereinafter referred to as the Project).
C. The above described Project lies within the corporate limits of the City of Shako pee.
D. The Consultant (who is under contract with the County) has 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 for Phase 2 construction in the sum of Two Million, Sixty-Six Thousand,
Eight Hundred Four Dollars and Twenty Five cents ($2,066,804.25) (hereinafter "Engineer's
Estimate").
A copy of said estimate (marked Exhibit "B") is attached hereto and made a part hereof.
E. It is contemplated that all of the above improvement work shall be carried out by the parties under the
provisions of Minn. Stat. Sec. 162.17, subd. 1.
NOW, THEREFORE, IT IS HEREBY AGREED:
1. The recitals set forth above are incorporated as if fully set forth herein.
2. The County or its agents has advertised for bids for the work and construction of the aforesaid County
Project, received and opened bids pursuant to said advertisement and entered 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.
See Exhibit "C". The contract is in form and includes the plans and specifications prepared by the County or itslagents, which said plans and specifications are by this reference made a part hereof.
1
County Project No. CP 18-07
City of Prior Lake
County of Scott
3. The County shall have overall authority to administer the contract and inspect the construction of the
contract work for the Project. The County shall have ultimate authority in initiating and determining change
orders, supplemental agreements and final quantities. 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.
4. The lowest responsible bid for the Project is $1,559,630.16. The City shall reimburse the County for its
share forty percent (40%) of the non-federal construction costs and contract administration costs (staking,
vouchers, inspections, construction oversight) of the contract work for said Project over and above the
$1,156,702.80 that is federally funded and the total final contract construction cost shall be apportioned as set
forth in the Division of Cost Summary in said Exhibit "B" 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 County 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. See Exhibit "C".
5. In addition to payment of the City's proportionate share forty percent (40%) of the contract construction
cost to be allocated pursuant to Paragraph 4 above, the County and the City further agree that the County shall
invoice the City for fees (tree replacement, sewer water and electrical service charges and permit fees) that are
incurred during the construction process.
6. The City shall, based on the contract price, deposit with the Scott County Treasurer one hundred percent
(100%) of the City's share of the construction costs within thirty (30) days after award of contract and execution
of this Agreement, whichever is later. If actual bid amount exceeds the Engineers estimated by more than ten
percent (10%) the County will not award the contract without approval from the City Manager or Transit
Director.
The final amount of the City's share of construction costs of the Project shall be calculated and any
amount due 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 initial payment exceeds the City's share of these final costs, such overpayment shall be
returned to the City by the County.
6. 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.
2
County Project No. CP 18-07
City of Prior Lake
County of Scott
7. In the event that a dispute arises, the County and the City agree that all disputes between them arising
out of or relating to this Agreement shall be submitted, upon agreement of both parties, to mediation, with the
cost being shared equally.
8. Since each party recognizes each other as a political subdivision of the State of Minnesota, each party
shall maintain general liability and automobile liability coverage protecting itself, its officers, agents, employees
and duly authorized volunteers against any usual and customary public liability claims to the limits prescribed
under Minn. Stat. Sec. 466.04 and Workers' Compensation and shall be in accordance with the Minnesota
statutory requirements. Said policies shall be kept in effect during the entire term of this Agreement.
9. 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. All data collected, created, received, maintained or disseminated for any
purpose by the activities of the County or City pursuant to this Agreement shall be governed by Minnesota
Statutes Chapter 13, as amended, and the Minnesota Rules implementing such Act now in force or hereafter
adopted.
10. 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 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.
11. 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 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.
3
County Project No. CP 18-07
City of Prior Lake
County of Scott
12. It is further agreed that each party to this Agreement shall not be responsible or liable to the other or to
any other person or entity for any claims, damages, actions, or causes of actions of any kind or character arising
out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of
any work or part hereof by the other as provided herein; and each party further agrees to defend at its sole cost
and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever
character arising in connection with or by virtue of performance of its own work as provided herein.
13. It is further agreed that any and all employees of the City and all other persons engaged by the City in the
performance of any work or services required or provided herein to be performed by the City shall not be
considered employees, agents or independent contractors of the County, and that any and all claims that mayor
might arise under the 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 shall be the sole
responsibility of the City and shall not 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 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 shall be the sole
responsibility ofthe County and shall not be the obligation or responsibility of the City.
14. The provisions of Minn. Stat. Sec. 181.59 and of any applicable local ordinance relating to Civil Rights
and discrimination and the affirmative action policy statement of Scott County shall be considered a part of this
Agreement as though fully set forth herein. See Exhibit "A".
15. Pursuant to Minn. Stat. Sec. 16C.05, subd. 5 (2004), the books, records, documents, and accounting
procedures and practices of the County and City pursuant to this Agreement shall be subject to examination by
the County, City and the State Auditor. Complete and accurate records of the work performed pursuant to this
Agreement shall be kept by the County and City for a minimum of six (6) years following termination of this
Agreement for such auditing purposes. The retention period shall be automatically extended during the course of
any administrative or judicial action involving the County or the City regarding matters to which the records are
relevant. The retention period shall be automatically extended until the administrative or judicial action is
4
County Project No. CP 18-07
City of Prior Lake
County of Scott
finally completed or until the authorized agent of the County or City notifies each party in writing that the
records no longer need to be kept.
16. The laws of the State of Minnesota shall govern all questions and interpretations concerning the validity
and construction of this Agreement and the legal relations between the parties and performance under it. The
appropriate venue and jurisdiction for any litigation hereunder will be those courts located with the County of
Scott, State of Minnesota. Litigation, however, in the federal courts involving the parties shall be in the
appropriate federal court within the State of Minnesota.
17. In the event any provision of this Agreement shall be held invalid and unenforceable, the remaining
provisions shall be valid and binding upon the parties unless such invalidity or non-enforceability would cause
the Agreement to fail its purpose. One or more waivers by either party of any provision, term, condition or
covenant shall not be construed by the other party as a waiver of a subsequent breach of the same by the other
party .
18. The County's Authorized Agent for the purpose of the administration of this Agreement is Maria A.
Heller, Public Works Technician, or her successor. Her current address and phone number are Scott County
Highway Department, 600 Country Trail East, Jordan, MN 55352, (952) 496-8369.
The City's Authorized Agent for the purpose of the administration of this Agreement is Frank Boyles,
City Manager, or his successor. His current address and phone number are 4646 Dakota Street SE, Prior Lake,
MN 55372, (952) 447-9800. Any change in name, address, or telephone shall be noticed to the other party.
5
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
Jack G. Haugen, Mayor
By
Frank Boyles, City Manager
Date
Date
COUNTY OF SCOTT
ATTEST:
By
David Unmacht, County Administrator
By
Barbara Marschall, Chair of Its County Board
Date
Date
Upon proper execution, this Agreement
will be legally valid and binding.
RECOMMEND FOR APPROVAL:
By
Pat Ciliberto, County Attorney
By
Lezlie A. Vermillion, County Engineer
Date
Date
APPROVED AS TO EXECUTION:
By
Pat Ciliberto, County Attorney
Date
W:\ WORD\PROJECT\CP 18-07\Construction _coop ]hase 2 ]rior Lake.doc
EXHIBIT A
POLICY STATEMENT
It is the policy of Scott County Government to provide Equal Opportunity to all employees and
applicants for employment in accordance with all applicable Equal Employment Opportunity
laws, directives. and regulations of Federal. State, and local governing bodies or agencies
thereof, including Minnesota Statutes, Chapter 363.
Scott County will not engage in any employment practices which discriminate against or
harass any employee or applicant for employment because of race, color, creed, religion,
national origin, sex, disability, age, martial status, sexual orientation, or status with regard to
public assistance. Such employment practices include, but are not limited to, the following:
hiring, upgrading, demotion, transfer, recruitment or recruitment advertising, selection, layoff,
disciplinary action, termination, rates of payor other forms of compensation, and selection for
training, including apprenticeship.
Further, Scott County fully supports incorporation of nondiscrimination rules and regulations
into contracts and will commit the necessary time and resources to achieve the goals of Equal
Employment Opportunity.
Any employee of the County who does not comply with the Equal Employment Opportunity
Policies and Procedures set forth in this Statement and Plan will be subject to disciplinary
action. Any subcontractor of the County not complying with all applicable Equal Employment
Opportunity laws, directives, and regulations of Federal, State. and local governing bodies or
agencies thereof, including Minnesota Statutes, Chapter 363. will be subject to appropriate
contractual sanctions.
Scott County has designated the Employee Relations Director as the manager of the Equal
Opportunity Program. These responsibilities will include monitoring all Equal Employment
Opportunity activities and reporting the effectiveness of this program, as required by Federal,
State. and local agencies. The Scott County Administrator will receive and review reports on
the progress of the program. If any employee or applicant for employment believes he or she
has been discriminated against, please contact the Scott County Employee Relations Director,
Scott County Employee Relations, Government Center Room 201. 200 Fourth Avenue West,
Shakopee. Minnesota 55379-1220, or call (952) 496-8103.
1111Jr
Date 1/21007
'IilJ. fYJ J. I ", 11, 1/./7
JA ri/l.lU l.1.1LL!1.AJ! /1fL('(
Barbara Marschall Date 1/212007
Chair, Board of Commissioners
Scott County Administrator
EXHIBIT B
(16)
UNIT TOTAL PROJECT PARTICIPATING S.P. 70..5Q6..02 NON-PARTICIPATlNG TOTAl PROJECT
QUANTITIES COST
T A81NOTES ITEM NO. ITEM DESCRIPTION UNIT COST PROJECT COST STORM SEWER COST PROJECT COST
QUANTITIES QUANTITIES QUANTITIES
J:~lrltIATI= J=fI!f6ATl=n WlM.ATl=n Wu.leTon
(1) 2011.601 CONSTRUCTION STAKING LUMP SUM $60,000.00 1 0.74 $44.184.58 0.04 $2,569.38 0.22 513,246.04 $60,000.00
(1) 2021.501 MOBILIZATION LUMP SUM $100,000.00 1 0.74 573,640.97 0.04 $4,282.29 0.22 $22,076.74 $100,000.00
2031.501 FIELD OFFICE TYPE D-MOOIFIED EACH $25,000.00 1 0.8 $20.000.00 0.2 $5,000.00 $25,000.00
2041.610 TRAINEE HOUR $1.00 000 000 $800.00 $800.00
(8) 2101.502 CLEARING TREE $150.00 5 4 $800.00 1 $150.00 $750.00
(8) 2101.507 GRUBBING TREE $150.00 5 4 $800.00 1 $150.00 $750.00
2104.501 REMOVE CURB AND GUTTER L1NFT $2.50 20 18 $40.00 4 $10.00 $50.00
2104.501 REMOVE PIPE CULVERTS UNFT $10.00 30 24 $240.00 6 $60.00 $300.00
(14) 2104.501 REMOVE SilT FENCE UNFT $1.00 3100 241lll $2,480.00 620 $620.00 $3,100.00
2104.505 REMOVE BITUMINOUS SURFACING saVD $2.00 235 168 $376.00 47 $94.00 $470.00
2104.505 REMOVE EXISTING EROSION CONTROL BLANKET SQYD $0.25 4150 3320 $830.00 630 $207.50 $1,037.50
2104.509 REMOVE PIPE APRON EACH $250.00 1 0.8 $200.00 0.2 $50.00 $250.00
2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) L1NFT $2.00 260 224 $448.00 58 $112.00 $560.00
2105.501 COMMON EXCAVATION CUYO (P) $6.00 26990 23192 $139,152.00 5798 $34,788.00 5173,940.00
2105.505 MUCK EXCAVATION CUYO $6.00 1750 1400 $8,400.00 350 $2,100.00 510,500.00
2105.510 GRANUlAR BORROW (LV) CUYO $15.00 3049 2439.2 $36,568.00 609.8 $9,147.00 $45,735.00
(8) 2105.1lll4 GEOTEXTILE FABRIC TYPE V saVD $1.50 200 160 $240.00 40 $60.00 $300.00
(2) 2105.607 SELECT TOPSOil BORROW (CY) CUYD $35.00 2750 2200 sn,ooo.oo 550 $19,250.00 $96,250.00
2105.607 TOPSOil BORROW TYPE SPECIAl 1 (CY) CUYD $25.00 1970 1576 $39,400.00 394 $9,850.00 $49,250.00
(6) 2112.501 SUBGRADE PREPARATK>N SQVD $0.50 1??oo 8000 $4,000.00 2000 $1,000.00 $5,000.00
(8) 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $125.00 24 19.2 $2.400.00 4.8 $800.00 $3.000.00
(4) 2130.501 WATER MGAl $20.00 6 4.8 $96.00 1.2 $24.00 $120.00
2211.503 AGGREGATE BASE (CY) ClASS 5 CUYD $20.00 6030 4824 $96,480.00 1206 $24,120.00 $120,600.00
2301.502 CONCRETE PAVEMENT SQVD $15.00 2559 2047.2 $30,708.00 511.8 $7,677.00 $38,385.00
2301.511 STRUCTURAl CONCRETE CUYD $100.00 575 460 $46,000.00 115 $11,500.00 $57,500.00
2301.529 REINFORCEMENT BARS (EPOXY COATED) LB $2.00 1550 1240 $2,480.00 310 $620.00 $3,100.00
2301.602 DOWEL BARS EACH $5.00 2074 1659.2 $8,296.00 414.8 $2,074.00 $10,370.00
(6) 2350.501 TYPE MV 3 NON WEARING COURSE MIXTURE (E) TON $50.00 3465 2772 $138,600.00 693 $34,650.00 $173,250.00
(6) 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (E) TON $50.00 2000 2240 $112,000.00 5Illl $28,000.00 $140,000.00
(6) 2350.501 TYPE MV 4 WEARING COURSE MIXTURE (E) TON $50.00 870 696 $34,800.00 174 $8,700.00 $43,500.00
2357.502 BITUMINOUS MATERIAl FOR. TACK COAT GALLON $2.00 1480 1184 $2.368.00 296 $592.00 $2,960.00
2451.513 FINE FilTER AGGREGATE MOO (CV) CUYD $40.00 10 8 $320.00 2 $60.00 $400.00
2451.607 TRENCH STABILIZATION MATERIAl TON $18.00 200 160 $2,880.00 40 $no.OO $3,600.00
2501.515 15" RC PIPE APRON EACH $500.00 3 $1,500.00 $1,500.00
2501.515 24- RC PIPE APRON EACH $800.00 3 $1,BOO.00 $1,800.00
2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $900.00 3 $2,700.00 $2,700.00
2501.602 TRASH GUARD FOR 24- PIPE APRON EACH $1,100.00 2 $2,200.00 $2,200.00
(5) 2502.541 14" PERF PE PIPE DRAIN lINFT $5.00 150 120 $800.00 30 $150.00 $750.00
(5)(15) 2502.541 16" PERF PE PIPE DRAIN lINFT $6.00 960 768 $4,608-00 192 $1,152.00 $5,760.00
2503.541 115" RC PIPE SEWER DES 3006 lINFT $22.00 519 519 $11,418.00 $11,418.00
2503.541 115" RC PIPE SEWER DES 3006 CL III lINFT $23.00 304 304 $8,992.00 $6,992.00
2503.541 116" RC PIPE SEWER DES 3006 lINFT $25.00 263 263 $6,575.00 $6,575.00
2503.541 116" RC PIPE SEWER DES 3006 Cl III lINFT $27.00 74 74 $1.998.00 $1,998.00
2503.541 121" RC PIPE SEWER DES 3006 lINFT $32.00 119 119 $3,808.00 $3,808.00
2503.541 124" RC PIPE SEWER DES 3006 lINFT $34.00 111 111 $3,774.00 $3,774.00
2503.541 124- RC PIPE SEWER DES 3006 UI UNFT $36.00 190 190 $6,840.00 $6,840.00
2503.602 112" PIPE PLUG EACH $125.00 1 1 $125.00 $125.00
2503.602 I 12"X6" PVC WYE EACH $200.00 1 1 $200.00 $200.00
2503.602 16" PIPE BEND 45 DEGREE EACH $20.00 1 1 $20.00 $20.00
2503.602 16" PIPE PlUG EACH $100.00 4 4 $400.00 $400.00
2503.603 112" SANITARY PIPE SEWER SDR 35 (0' - 17') lINFT $40.00 636 636 $33,440.00 $33,440.00
2503.603 16" PVC SANITARY SERVICE PIPE (SDR 26) lINFT $17.00 247 247 $4,199_00 $4,199.00
2545.531 UNDERGROUND WIRE 1 COND NO 8 UNFT $1.20 4260 3408 $4,089.60 852 $1,022.40 $5,112.00
2545.541 SERVtcE CABINET TYPE SECONDARY l2 EACH $4,500.00 1 0.8 $3,800.00 0.2 $900.00 $4,500.00
2545.545 EQUIPMENT PAD B EACH $1,000.00 1 0.8 $600.00 0.2 $200.00 $1,000.00
2545.602 HANDHOLE EACH $500.00 2 1.8 $600.00 0.4 $200.00 $1,000.00
2545.603 INSTAlL CONDUIT L1NFT $3.00 2438 1948.8 55,846.40 487.2 $1,461.60 $7,308.00
2545.616 ACCESS CONTROl SYSTEM SYSTEM $43,000.00 1 0.8 0.2 $8,600.00 $43,000.00
2554.602 6" STEEL PIPE BOLlARD EACH $250.00 43 34.4 $8,800.00 88 $2,150.00 $10,750.00
(1) 2563.601 TRAFFtc CONTROL LUMP SUM $5,000.00 1 0.74 $3,682.05 0.04 $214.11 0.22 $1,103.84 55,000.00
2564.531 SIGN PANELS TYPE C SOFT $25.00 122 97.8 $2,440.00 24.4 $610.00 $3,050.00
2564.531 SIGN PANELS TYPE D SOFT $25.00 15 12 $300.00 3 $75.00 $375.00
2564.537 INSTAlL SIGN TYPE SPECIAL EACH $250.00 6 4.6 $1,200.00 1.2 $300.00 $1,500.00
(7) 2571.501 CONIFEROUS TREE 6' TAlL B&B TREE $350.00 38 28.8 $10,080.00 7.2 $2,520.00 $12,600.00
(7) 2571.502 DECIDUOUS TREE 'Z' CAL. B&B TREE $350.00 50 40 $14,000.00 10 $3.500.00 $17,500.00
(7) 2571.503 ORNAMENTAL TREE 'Z' CAL. B&B TREE $310.00 5 4 $1,240.00 1 $310.00 $1,550.00
(7) 2571.504 CONIFEROUS SHRUB NO 2 CONT SHRUB $35.00 22 17.6 $816.00 4.4 $154.00 $770.00
(7) 2571.505 DECIDUOUS SHRUB NO 2 CONT SHRUB $35.00 1n 137.6 $4,818.00 34.4 $1,204.00 $6,020.00
(7) 2571.507 PERENNIAL 4M CONT PLANT $8.00 1187 949.6 $7,596.80 237.4 $1,899.20 $9,496.00
(10) 2573.502 SILT FENCE, TYPE MACHINE SLICED L1NFT $2.50 873 698.4 $1,746.00 174.6 $436.50 $2,182.50
2573.530 STORM DRAIN INLET PROTECTION EACH $100.00 18 14.4 $1,440.00 3.6 $360.00 $1,800.00
(1) 2573.550 EROSION CONTROL LUMP SUM $5,000.00 1 0.74 $3,682.05 0.04 $214.11 0.22 $1,103.84 $5.000.00
(3) 2574.511 MULCH MATERIAL, TYPE 1 TON $200.00 2 1.6 $320.00 0.4 $80.00 $400.00
2575.501 SEEDING ACRE $150.00 1.6 1.28 $192.00 0.32 $48.00 $240.00
2575.501 TEMPORARY ROCK CONSTRUCTION ENTRANCE TON $25.00 60 48 $1,200.00 12 $300.00 $1,500.00
(3) 2575.502 SEEDING, MIXTURE 240 POUND $35.00 66 52.8 $1.848.00 13.2 $482.00 $2,310.00
(3) 2575.502 SEEDING, MIXTURE 310 POUND $35.00 17 13.6 $476.00 3.4 $119.00 $595.00
(3) 2575.502 SEEDING, MIXTURE 350 POUND $35.00 30 24 $840.00 6 $210.00 $1,050.00
2575.505 SODDING TYPE 5Al T RESISTANT SQYD $2.25 6470 5176 $11,646.00 1294 $2,911.50 $14,557.50
2575.519 DISK ANCHORING ACRE $100.00 0.. 0.72 $72.00 0.18 $18.00 $90.00
2575.523 EROSION CONTROL BlANKET, CATEGORY 3 SQYD $1.25 2710 2168 $2,710.00 542 $8n.50 $3,387.50
(3) 2575.532 COMMERCIAL FERTILIZER ANAL YSIS 1a.-1~18 POUND SO.50 85 68 $34.00 17 $8.50 $42.50
(3) 2575.532 COMMERCIAl FERTILIZER ANALYSIS 22-5-10 POUND SO.50 350 280 $140.00 70 $35.00 $175.00
2582.501 PAVT MSSG (HANDICAPPED SYMBOL) EPOXY EACH $150.00 11 8.8 $1,320.00 2.2 $330.00 $1,650.00
2582.501 PAVT MSSG (LT ARROW) EPOXY EACH $150.00 3 2.4 $360.00 0.6 $90.00 $450.00
2582.501 PAVT MSSG (THRU ARROW) EPOXY EACH $150.00 22 17.6 $2,640.00 4.4 $660.00 $3,300.00
2582.502 1'Z' SOLID LINE WHITE - EPOXY L1NFT $1.50 6. 55.2 $82.60 13.8 $20.70 $103.50
2582.502 4M BROKEN LINE YELLOW - EPOXY L1NFT SO.75 398 318.4 $238.80 79.6 $59.70 $298.50
2582.502 4M DOUBLE SOliD LINE YELLOW - EPOXY L1NFT $1.25 85 68 $85.00 17 $21.25 $106.25
2582.502 4M SOLID LINE WHITE - EPOXY L1NFT SO.75 13574 10859.2 $8,144.40 2714.8 $2,036.10 S10,180.50
2582.502 .M SOLID LINE YELLOW _ EPOXY L1NFT SO.75 1468 1174.4 $860.80 293.8 $220.20 $1,101.00
2582.502 6" SOLID LINE WHITE - EPOXY L1NFT $100 304 243.2 $243.20 60.8 $80.60 $304.00
2582.503 CROSSWALK MARKING - EPOXY SQFT $5.00 441 352.8 $1,764.00 88.2 $441.00 $2,205.00
WIAL I $1.499,165.84 I $85.064.90 $448.173.51 $2.066,804.25
NOTES:
(1) PRORATA ITEMS
(2) COMPACTED VOLUME (CV) FOR SELECT TOPSOIL BORROW IS IN PLACE, PER PlAN.
(3) SEE CONSTRUCTION I SOILS NOTES FOR APPLtcATION RATES.
(4) WATER TO BE USED ONLY FOR DUST CONTROL AS INDICATED BY THE ENGINEER IN THE FIELD. ALL WATER USED FOR COMPACTION AND TURF ESTABLISHMENT SHALL BE INCIDENTAL
2545.531 UNDERGROUND WIRE 1 CONO NO 10 L1NFT $1.20 1528 1222.4 51,466.88 305.6 $366. n $1,833.60
2545.531 UNDERGROUND WIRE 1 COND NO 14 UNFT $1.20 9033 7226.4 $8,671.68 1806.6 $2,167.92 $10,839.60
2545.531 UNDERGROUND WIRE 1 CONO NO 310 UNFT $3.20 124 99.2 $317.44 24.8 $79.36 $396.80
2545.531 UNDERGROUND WIRE 1 CONO NO 4 L1NFT $2.00 11175 8940 $17,880.00 2235 $4,470.00 $22,350.00
2545.531 UNDERGROUND WIRE 1 CONO NO 6 lINFT $2.00 3725 2980 $5,960.00 745 $1,490.00 $7,450.00
2545.531 UNDERGROUND WIRE 1 CONO NO 8 lINFT $1.20 4260 3408 $4,089.60 852 51,022.40 $5,112.00
2545.541 SERVICE CABINET TYPE SECONDARY L2 EACH $4.500.00 1 0.8 $3,600.00 0.2 $900.00 $4,500.00
2545.545 EQUIPMENT PAD B EACH $1,000.00 1 0.8 $800.00 0.2 $200.00 $1,000.00
2545.602 HANOHOLE EACH $500.00 2 1.8 $800.00 0.4 $200.00 $1.000.00
2545.603 INSTAlL CONDUIT L1NFT $3.00 2438 1948.8 $5,846.40 487.2 $1,-461.60 $7,308.00
2545.616 ACCESS CONTROL SYSTEM SYSTEM $43,000.00 1 0.8 0.2 $8,600.00 543,000.00
2554.802 6" STEEL PIPE BOUARD EACH $250.00 43 34.4 $8.800.00 8.8 $2,150.00 S10,750.00
(1) 2563.601 TRAFFIC CONTROL LUMP SUM $5.000.00 1 0.74 $3,682.05 0.04 $214.11 0.22 $1,103.84 $5,000.00
2564.531 SIGN PANELS TYPE C SQFT $25.00 122 97.8 $2,440.00 24.4 $610.00 $3,050.00
2564.531 SIGN PANELS TYPE D SQFT $25.00 15 12 S3llO.00 3 $75.00 $375.00
2584.537 INSTALL SIGN TYPE SPECIAL EACH $250.00 8 4.8 $1,200.00 1.2 S3llO.00 $1,500.00
(7) 2571.501 CONIFEROUS TREE 6' TAll B&B TREE $350.00 38 28.8 $10,080.00 7.2 $2,520.00 $12,600.00
(7) 2571.502 DECIDUOUS TREE 'Z' CAL. B&B TREE $350.00 50 40 $14,000.00 10 $3.500.00 $17,500.00
(7) 2571.503 ORNAMENTAl TREE 'Z' CAL. B&B TREE $310.00 5 4 $1,240.00 1 $310.00 $1,550.00
(7) 2571.504 CONIFEROUS SHRUB NO 2 CONT SHRUB $35.00 22 17.6 $818.00 4.4 $154.00 $770.00
(7) 2571.505 DECIDUOUS SHRUB NO 2 CONT SHRUB $35.00 172 137.6 $4,816.00 34.4 $1.204.00 $6,020.00
(7) 2571.507 PERENNIAL 4M CONT PLANT $8.00 1187 949.6 $7,598.80 237.4 $1,899.20 $9,496.00
(10) 2573.502 SILT FENCE, TYPE MACHINE SLICED L1NFT $2.50 873 698.4 $1,746.00 174.6 $436.50 $2,182.50
2573.530 STORM DRAIN INLET PROTECTION EACH $100.00 18 14.4 $1,440.00 3.6 $360.00 $1.600.00
(1) 2573.550 EROSION CONTROL LUMP SUM $5,000.00 1 0.74 $3,682.05 0.04 $214.11 0.22 $1,103.84 $5.000.00
(3) 2574.511 MULCH MATERIAL, TYPE 1 TON $200.00 2 1.8 $320.00 0.4 $80.00 $400.00
2575.501 SEEDING ACRE $150.00 1.8 1.28 $192.00 0.32 $48.00 $240.00
2575.501 TEMPORARY ROCK CONSTRUCTION ENTRANCE TON $25.00 80 48 $1,200.00 12 $300.00 $1,500.00
(3) 2575.502 SEEDING, MIXTURE 240 POUND $35.00 68 52.8 $1,848.00 13.2 $482.00 $2,310.00
(3) 2575.502 SEEDING, MIXTURE 310 POUND $35.00 17 13.6 $476.00 3.4 $119.00 $595.00
(3) 2575.502 SEEDING, MIXTURE 350 POUND $35.00 30 24 $840.00 8 $210.00 $1,050.00
2575.505 SOOOING TYPE SALT RESISTANT SQYD $2.25 8470 5176 $11,646.00 1294 $2,911.50 $14,557.50
2575.519 DISK ANCHORING ACRE $100.00 0.9 0.72 Sn.OO 0.18 $18.00 $90.00
2575.523 EROSION CONTROL BLANKET, CATEGORY 3 SQYD $1.25 2710 2188 $2,710.00 542 $677.50 $3.387.50
(3) 2575.532 COMMERCIAL FERTILIZER ANAlYSIS 18-1-18 POUND $0.50 85 88 $34.00 17 $8.50 $42.50
(3) 2575.532 COMMERCIAl FERTILIZER ANALYSIS 22-5-10 POUND $0.50 350 280 $140.00 70 $35.00 $175.00
2582.501 PAVT MSSG (HANDICAPPED SYMBOl) EPOXY EACH $150.00 11 8.8 $1,320.00 2.2 S330.00 $1,850.00
2582.501 PAVT MSSG (L T ARRON) EPOXY EACH $150.00 3 2.4 $380.00 0.6 $90.00 $450.00
2582.501 PAVT MSSG (THRU ARROW) EPOXY EACH $150.00 22 17.6 $2.840.00 4.4 $660.00 $3,300.00
2582.502 12" SOliD LINE WHITE - EPOXY L1NFT $1.50 89 55.2 $82.80 13.8 $20.70 $103.50
2582.502 4M BROKEN LINE YELLOW" - EPOXY L1NFT $0.75 398 318.4 $238.80 79.6 $59.70 $298.50
2582.502 4M DOUBLE SOLID LINE YELLOW - EPOXY lINFT $1.25 85 88 $85.00 17 $21.25 $106.25
2582.502 4- SOLID LINE WHITE. EPOXY L1NFT $0.75 13574 10859.2 $8,144.40 2714.8 $2.038.10 $10,180.50
2582.502 4M SOLID LINE YELLOW - EPOXY L1NFT $0.75 1488 1174.4 $880.80 293.8 $220.20 $1,101.00
2582.502 6" SOLlO LINE WHITE - EPOXY L1NFT $1.00 304 243.2 $243.20 80.8 $60.80 $304.00
2582.503 CROSSWAlK MARKING - EPOXY SQFT $5.00 441 352.8 $1,764.00 88.2 $441.00 $2.205.00
TOIAL I $1,499.165.84 I $85.064.90 $448.173.51 $2,066,804.25
NOTES:
(1) PRORATA ITEMS
(2) COMPACTED VOLUME (CV) FOR SELECT TOPSOIL BORROW IS IN PLACE, PER PLAN.
(3) SEE CONSTRUCTION I SOilS NOTES FOR APPLICATION RATES.
(4) WATER TO BE USED ONLY FOR DUST CONTROL AS INDICATED BY THE ENGINEER IN THE FJELD. AU WATER USED FOR COMPACTION AND TURF ESTABLISHMENT SHAU BE INCIDENTAL
(5) THE REQUIRED FILTER AGGREGATE (3149.2H), SOCK, AND GEOTEXTlLE WRAP 3733, TYPE 1, SHAU BE INCIDENTAL.
(6) BITUMINOUS QUANTITY BASIS: 110 LBlSY-INCH, BITUMINOUS TACK QUANTITY BASIS: 0.05 GAlJSY.
(7) SEE lANDSCAPE PlAN FOR LOCATION.
(8) ITEM TO BE USED AS INDICATED BY THE ENGINEER. SECTION 1903 WILL NOT APPLY
(9) REFER TO CITY OF SHAKOPEE STANDARD PLATE 4002.
(10) REFER TO CITY OF SHAKOPEE STANDARD PLATE 4003.
(11) REFER TO CITY OF SHAKOPEE STANDARD PLATE 4004.
(12) REFER TO CITY OF SHAKOPEE STANDARD PLATE 4001.
(13) SPLIT ASSUMES 8 INCH PIPE REQUIRED, 12 INCH DESIRED. UPSIZE IS NON PARTICIPATING
(14) INCLUDES MAINTENANCE OF INPLACE SILT FENCE
(15) 560 FT. FOR BUSWAY AND 400 FT. FOR BIORETENTION SWALE.
(16) FUNDING PARTICIPATION ASSUMED 80% FEDERAL AND 20" LOCAL UNLESS OTHERWISE NOTED
(P) INDICATES PLAN QUANTITY
EXHIBIT C
(16)
UNIT TOTAL PROJECT PARTICIPATING S.P. 7G-5~2 NON-PARTICIPATING TOTAL PROJECT
QUANTITIES COST
TAB/NOTES ITEM NO. ITEM DESCRIPTION UNIT COST PROJECT COST STORM SEWER COST PROJECT COST
QUANTITIES QUANTITIES QUANTITIES
~AT~ FINAl F"TIW~!' F~HIIATFn FRTIUATFn
" ,
(1) 2011.601 CONSTRUCTION STAK LUMP SUM $1,000.00 1 0.74 $736.41 0.04 $42.82 0.22 $220.77 $1,000.00
(1) 2021.501 MOBILIZATION LUMP SUM $50,900.00 1 0.74 $37,483.25 0.04 $2,179.69 0.22 $11,237.06 $50,900.00
2031.501 FIELD OFFICE TYPE D- EACH $6,000.00 1 1 $6,000.00 $6,000.00
2041.610 TRAINEE HOUR $1.00 600 600 $600.00 $600.00
(8) 2101.502 CLEARING TREE $5.00 5 5 $25.00 $25.00
(8) 2101.507 GRUBBING TREE $100.00 5 5 $500.00 $500.00
2104.501 REMOVE CURB AND G L1NFT $10.00 20 20 $200.00 $200.00
2104.501 REMOVE PIPE CULVEF L1NFT $10.00 30 30 $300.00 $300.00
(14) 2104.501 REMOVE SILT FENCE I L1N FT I $0.75 3100 3100 $2,325.00 $2,325.00
2104.505 I REMOVE BITUMINOUS I SQYD I $2.00 235 235 $470.00 $470.00
2104.505 IREMOVE EXISTING ERI SQYD I $0.50 4150 4150 $2,075.00 $2,075.00
2104.509 IREMOVE PIPE APRON I EACH I $50.00 1 1 $50.00 $50.00
2104.513 ISAWING BITUMINOUS I L1N FT I $2.00 280 280 $580.00 $580.00
2105.501 ICOMMON EXCAVATIO~ CUYD (p)1 $2.00 28990 28990 $57,980.00 $57,980.00
2105.505 IMUCK EXCAVATION I CUYD $2.00 1750 1750 $3,500.00 $3,500.00
2105.510 IGRANUlAR BORROW d CUYD $2.00 3049 3049 $6,098.00 $6,098.00
(8) 2105.604 IGEOTEXTILE FABRIC 11 SQYD $1.00 200 200 $200.00 $200.00
(2) 2105.607 ISELECT TOPSOIL BORI CUYD $2.00 2750 2750 $5,500.00 $5,500.00
2105.607 ITOPSOIL BORROWTYI CUYD $2.00 1970 1970 $3,940.00 $3,940.00
(8) 2112.501 ISUBGRAOE PREPARA'j SQYD $1.25 1??oo 10000 $12,500.00 $12,500.00
(8) 2123.610 ISTREET SWEEPER <WI HOUR $75.00 24 24 $1,800.00 $1,800.00
(4) 2130.501 IWATER I MGAL $50.00 6 6 $300.00 $300.00
2211.503 IAGGREGATE BASE (CIl CUYD $20.00 6030 6030 $120,600.00 $120,600.00
2301.502 ICONCRETE PAVEMEN1 SQYD $13.02 2559 2559 $33,318.18 $33,318.18
2301.511 ISTRUCTURAL CONCR~ CUYD $152.45 575 575 $87,658.75 $87,658.75
2301.529 IREINFORCEMENT BAR! LB $2.59 1550 1550 $4,014.50 $4,014.50
2301.602 IDOWEL BARS I EACH $8.78 2074 2074 $18,209.72 $18,209.72
(6) 2350.501 ITYPE MV 3 NON WEAR! TON $45.00 3465 3465 $155,925.00 $155,925.00
(6) 2350.501 ITYPE MV 3 WEARING ~ TON $45.00 2800 2800 $126,000.00 $126,000.00
(6) 2350.501 ITYPE MV 4 WEARING j TON $49.00 870 870 $42,630.00 $42,630.00
2357.502 IBITUMINOUS MATERI GALLON $2.75 1480 1480 $4,070.00 $4,070.00
2451.513 IFINE FILTER AGGREGA CUYD $20.00 10 10 $200.00 $200.00
2451.607 ITRENCH STABILlZATlq TON $0.01 200 200 $2.00 $2.00
2501.515 115" RC PIPE APRON I EACH $478.38 3 3 $1,435.14 $1,435.14
2501.515 124" RC PIPE APRON I EACH $823.86 3 3 $1,871.58 $1,871.58
2501.602 ITRASH GUARD FOR 151 EACH $472.90 3 3 $1,418.70 $1,418.70
2501.602 ITRASH GUARD FOR 241 EACH $1,158.26 2 2 $2,316.52 $2,316.52
(5) 2502.541 14" PERF PE PIPE DRAI~ L1N FT $8.50 150 150 $975.00 $975.00
(5)(15) 2502.541 16" PERF PE PIPE DRAI~ L1N FT $8.00 960 960 $7,680.00 $7,680.00
2503.541 115" RC PIPE SEWER D~ L1N FT $20.95 519 519 $10,873.05 $10,873.05
2503.541 115" RC PIPE SEWER D~ L1NFT $20.95 304 304 $6,368.80 $8,368.80
2503.541 118" RC PIPE SEWER D~ L1NFT $24.36 263 263 $8,406.68 $8,406.68
2503.541 118" RC PIPE SEWER D~ L1N FT $24.36 74 74 $1,802.64 $1,802.64
2503.541 121" RC PIPE SEWER D~ L1N FT $29.14 119 119 $3,467.66 $3,467.66
2503.541 124" RC PIPE SEWER D~ L1N FT $33.08 111 111 $3,671.88 $3,671.88
2503.541 124" RC PIPE SEWER D~ L1N FT $33.08 190 190 $6,285.20 $6,285.20
2503.602 12" PIPE PLUG I 1.00 $65.57 $65.57
2503.602 12"X6" PVC WYE _I 1.00 $163.71 $163.71
2503.602 6" PIPE BEND 45 DEGR 1.00 $15.15 $15.15
2503.602 6" PIPE PLUG 4.00 $18.60 $18.60
2503.603 12" SANITARY PIPE SE' 466 $10,825.18 370.00 $8.595.10 $19,420.28
2503.603 6" PVC SANITARY SER' 92 $1,158.28 155.00 $1,951.45 $3,109.73
2504.601 IRRIGATION SYSTEM ~ 1 $32,450.00 $32,450.00
2504.602 11.5. CORPORATION S 1 $81.49 $81.49
(13) 2504.602 112" GATE VALVE AND ~ 3 $4,689.21 $4,689.21
(13) 2504.602 112" MEGALUG I 36 $1,946.16 $1,946.16
(13) 2504.602 112" PIPE BEND 11.25 DI 2 $351.84 $351.84
(13) 2504.602 112" PIPE BEND 45 DEGl 7 $1,251.53 $1,251.53
(13) 2504.602 112" SLEEVE 1 1 $150.85 $150.85
(13) 2504.602 112"XI2" TEE FITTING I 1 $294.41 $294.41
(13) 2504.602 I 12"X6" REDUCER I 1 $122.19 $122.19
(13) 2504.602 1 12"X6" TEE FITTING 1 1 $228.47 $228.47
2504.602 I 12"X8" TEE FITTING I 1.00 $249.11 $249.11
2504.602 16" GATE VALVE AND B4 1 $646.54 $646.54
2504.602 16" MEGALUG I 6 $90.84 $90.84
2504.602 18" GATE VALVE AND B~ 1.00 $884.10 $884.10
2504.602 18" MEGAlUG I 4.00 $95.52 $95.52
2504.602 18" PIPE PLUG I 1.00 $61.50 $61.50
2504.602 I HYDRANT I $5,001.24
2504.603 11.5" CURB STOP AND El $157.80
2504.603 11.5. TYPE K COPPER P $450.00
(13) 2504.603 112" WATERMAlN DUCT $22,251.12
2504.603 16" WATERMAIN DUCTI~ I $503.52
2504.603 18"WATERMAIN DUCTI~ 130.00 $3,250.00 ~ $3,250.00
(8) 2504.604 12" POL YSTYRENE INS~ 16 $116.32 $116.32
(9) 2506.502 ICONST DRAINAGE STIj 4 $2,000.00 I $2,000.00
(10) 2506.502 ICONST DRAINAGE STIj 11 $13,750.00 I $13,750.00
(11) 2506.502 ICONST DRAINAGE STIj 2 $1,300.00 I $1,300.00
(12) 2506.502 ICONST DRAINAGE STIj 1 $1,250.00 I $1,250.00
2506.516 ICASTING ASSEMBLY I 21 $7,260.96 I $7,260.96
2506.603 ICONSTRUCT SANITAR1 40.70 $8.140.00 I $8,140.00
2511.501 IRANDOM RIP RAP cLAl $1,957.50
2511.515 IGEOTEXTILE FABRIClI $168.75
2521.501 14" CONCRETE WALK I $47,142.00
2521.511 12.5" BITUMINOUfi WAL $10,159.80
2531.501 ICONCRETE CURB & G $44,680.00
2531.502 ICONCRETE CURB & G $27,178.71
2531.502 ICONCRETE CURB & G~ $6,821.08
2531.618 ITRUNCATED DOMEfi I $4,332.00
2540.601 IBUS SHELTER $25,200.00
2540.602 I BENCH $7,500.00
2540.602 I BIKE LOCKER $5,257.00
2540.602 IBIKE RACK $2,058.00
2540.602 IFLAGPOLE I $3,000.00
2540.602 I METAl INFORMATION $3,000.00
2540.602 I METAl INFORMATION $1,500.00
2540.602 IMETAL INFORMATION l 1 $2,000.00
2540.602 IWASTE RECEPTACLE I ~ $3,900.00
2540.618 IBRICK PAVERS .1 $85,500.00
2545.511 ILlGHTING UNIT TYPE!j I $18,600.00
2545.511 ILlGHTING UNIT TYPE!j I $35,840.00
2545.511 ILlGHTING UNIT TYPE!j I $8,520.00
2545.511
2545.515
2545.515
2545.515
2545.521
2545.523
2545.523
2545.531
2545.531
2545.531
2545.531
2545.531
2545.531
2545.541
2545.545
2545.602
2545.603
2545.616
2554.602
(1) 2563.601
2564.531
2564.531
2564.537
(7) 2571.501
(7) 2571.502
(7) 2571.503
(7) 2571.504
(7) 2571.505
(7) 2571.507
(10) 2573.502
2573.530
(1) 2573.550
(3) 2574.511
2575.501
2575.501
(3) 2575.502
(3) 2575.502
(3) 2575.502
2575.505
2575.519
2575.523
(3) 2575.532
(3) 2575.532
2562.501
2562.501
2562.501
2562.502
2562.502
2562.502
2562.502
2562.502
2562.502
2562.503
LIGHTING UNIT TYPE !l
LIGHT BASE DESIGN S
LIGHT BASE DESIGN S
LIGHT BASE DESIGN S
2" RIGID STEEL CONnt
11" NON-METALLIC cO~
12" NON-METAlliC co/lj
IUNDERGROUND WIRE I
IUNDERGROUND WIRFI
1 UNDERGROUND WIREI
IUNDERGROUND WIREI
IUNDERGROUND WIREI
IUNDERGROUND WIREI
ISERVICE CABINFT TYA
IEQUIPMENT PAD B
IHANDHOLE
ItNSTALL CONDUIT
IACCESS CONTROL svj
16" STEEl PIPE BOLLAR!
ITRAFFIC CONTROL I
ISIGN PANELS TYPE C I
ISIGN PANELS TYPE D I
ItNSTALL SIGN TYPE S
ICONIFEROUS TREE6l
DECIDUOUS TREE 2" cI
IORNAMENTALTREE2
ICONIFEROUS SHRUB
IDECIDUOUS SHRUB NI
IPERENNIAL 4" r.oNT
ISIL T FENCE, TYPE MAl
ISTORM DRAIN INI FT PI
1 EROSION CONTROL'
IMULCH MATERIAL, TYij
ISEEDlNG
ITEMPORARV ROCK r:
ISEEDlNG, MIXTURE 24
ISEEDlNG, MIXTURE 311
ISEEDING. MIXTURE 3
ISODDING TYPE SALT
IDISKANCHORING I
IEROSION CONTROl R
ICOMMERCIAL FERrill
ICOMMERCIAL FERTllI~
IpAVT MSSG (HANDICAI
IPAVT MSSG
IPAVT MSSG
112. SOLID 1I
14" BROKEN
14" DOUBLE so
14. SOLID LINE WHITE-I
14" SOLID LINE VELLO'/ll
16" SOLID LINE WHITE-I
ICROSSWALK MARKlN<j
EACH 2 2 $568.00
EACH 10 10 $5,500.00
EACH 7 7 $5,075.00
FACH 5 5 $4,500.00
IINFT $15.00 20 20 $300.00
lIN FT $3.00 3831 3831 $11,493.00 1-
lIN FT $3.00 3843 3843 $11.529.00 I
lINFT $0.75 1528 1528 $1,146.00 I
~I~%--H $0.24 9033 9033 $2,187.92 1-
lIN FT $3.90 124 124 $483.60
lINFT I 1 $1.95 11175 11175 $21,791.25 I
lIN FT I 1 $1.20 3725 3725 $4,470.00 I
lIN FT 1 1 $1.00 4260 4260 $4,260.00 I
EACH $5,700.00 1 1 $5,700.00
I FACH $600.00 1 1 $600.00
1 EACH $500.00 2 2 $1,000.00
1 lINFT $1.95 2436 2436 $4,750.20
0.04
$84.23
0.22
$331.15
0.22
$0.22
(L T AR~~l FACH $125.00 3 3 $375.00
fTHRU AR EACH $125.00 22 22 $2,750.00
NE WHITEJ IIN FT $5.50 69 69 $379.50
LINE vEWJ lINFT $0.84 398 398 $334.32
lIDlINEI lIN FT I I $1.68 I 85 I 85 I $142.80 I I I I I
-TOTAL- --
lIN FT $1.44 13574 13574 $19,548.56
lINFT $0.84 1488 1468 $1,233.12
lIN FT $3.50 304 304 $1,084.00
SOFT $4.60 441 441 $2,028.60
~455,628.05 1 -
~ $75,723.111-'
~. $35,279.01
r--$l,566.630.16
$568.00
$5,500.00
$5,075.00
$4,500.00
$300.00
$11,493.00
$11,529.00
$1,146.00
$2,167.92
$483.60
$21,791.25
$4,470.00
$4,280.00
$5,700.00
$600.00
$1,000.00
$4,750.20
$62,850.00
$14,749.00
$1,500.00
$4,825.10
$508.50
$450.00
$12,420.00
$19,250.00
$1,925.00
$990.00
$7,740.00
$20,179.00
$2,400.75
$1,350.00
$1.00
$2.00
$400.00
$1,200.00
$111.54
$425.00
$120.00
$14,234.00
$675.00
$3,387.50
$42.50
$175.00
$1,375.00
$375.00
$2,750.00
$379.50
$334.32
$142.80
$19,548.56
$1,233.12
$1,084.00
$2,028.60
NOTES:
(1) PRORATAITEMS total part. and storm $1,531.351.15 rotal projectcosj $1,566,630.00
(2) COMPACTED VOLUME (CV) FOR SELECT TOPSOIL BORROW IS IN PLACE, PER PLAN. I 80%1 $1,225,080.92 Federal Funds Availabl, 1,156,702.80
(3) SEE CONSTRUCTION I SOILS NOTES FOR APPLICATION RATES. I 20% $306,270.23 Local Funds $409,927.20
(4) WATER TO BE USED ONLY FOR DUST CONTROL AS INDICATED BY THE ENGINEER IN THE FIELD. ALL WATER USED FOR COMPACTION AND TURF ESTABLISHMENT SHALL BE INCIDENTAL.
(5) THE REQUIRED FILTER AGGREGATE (3149.2H), SOCK, AND GEOTEXTILE WRAP 3733, TYPE 1, SHALL BE INCIDENTAL.
(6) BITUMINOUS QUANTITY BASIS: 110 LBlSY-INCH, BITUMINOUS TACK QUANTITY BASIS: 0.05 GAUSY.
(7) SEE LANDSCAPE PLAN FOR LOCATION.
(8) ITEM TO BE USED AS INDICATED BY THE ENGINEER. SECTION 1903 WILL NOT APPLY
(9) REFER TO CITY OF SHAKOPEE STANDARD PLATE 4002.
(10) REFER TO CITY OF SHAKOPEE STANDARD PLATE 4003.
(11) REFER TO CITY OF SHAKOPEE STANDARD PLATE 4004.
(12) REFER TO CITY OF SHAKOPEE STANDARD PLATE 4001.
(13) SPLIT ASSUMES 8 INCH PIPE REQUIRED, 12 INCH DESIRED. UPSIZE IS NON PARTICIPATING
(14) INCLUDES MAINTENANCE OF INPLACE SILT FENCE
(15) 560 FT. FOR BUSWAY AND 400 FT. FOR BIORETENTION SWALE.
(16) FUNDING PARTICIPATION ASSUMED 80% FEDERAL AND 20% LOCAL UNLESS OTHERWISE NOTED
(P) INDICATES PLAN QUANTITY
TOTAL lOCAL CONTRIBUTIONLTotal $409.927.20
Shakopee $245.956.32
Prior lake 1$163.970.88