HomeMy WebLinkAbout5.D.2. Agreement for Phase II Construction of Southbridge Crossings Park and Ride Station
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CITY OF SHAKOPEE
Memorandum
CASELOG NO.: NA CONSENT
TO: Honorable Mayor and City Council
Mark McNeill, City Administrator
FROM: R. Michael Leek, Community Development Director
SUBJECT: Agreements for Phase II Construction of Southbridge Crossings Station
MEETING DATE: January2, 2007
INTRODUCTION:
Scott County went out for bids for Phase II construction of the Southbridge Crossings Station park
and ride (Project SP70-596-02). Nine bids were received, and the two low bids were very
comparable. The low bidder is Quiring Trucking and Excavating with a bid of $1 ,559,630.16,
which is 22.6% below engineers estimate. The County Board is expected to have accepted the
bid at its meeting earlier in the day on January 5,2007. Council is asked to approve the agreement
so that work on the project can move forward.
BUDGET IMPACT:
The project cost breakdown is as follows;
Total bid $1,566,630.00
Federal share $1,156,702.80
Shakopee share (60% of the difference) $ 245,956.32 (from Transit revenue balance)
Prior Lake share (40% of the difference) $ 163,971.88
Any overruns or additional costs, such as the early completion bonus or change orders will be
funded totally from local transit reserves on the 60% Shakopee/40% Prior Lake split.
ALTERNATIVES:
1. Offer and pass a motion authorizing the appropriate City officials to execute the agreement for
Phase II Construction of Southbridge Crossings Station.
2. Table the item for additional information.
STAFF RECOMMENDATION:
Staff recommends alternative 1, approval of execution of the agreement.
H:\CC\2007\O 1-05-2007\park and ride agreement.doc 1
VISIONING RELATIONSHIP:
This action relates to Goal B: "High quality of life J)
ACTION REQUESTED:
Offer and pass a motion authorizing the appropriate City officials to execute the agreement for Phase
II Construction of Southbridge Crossings Station.
R. Michael Leek
Community Development Director
H:\CC\2007\Ol-05-2007\park and ride agreement.doc 2
County Project No. CP 18-07
City of Shakopee
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 Shakopee, 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 Proj ect 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 Fiye cents ($2,066,804.25).
A copy of said estimate (marked Exhibit liB ") 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 ofMinn .Stat. Sec. 162.17, subd. 1.
NOW, THEREFORE, IT IS HEREBY AGREED:
1. 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 its
agents, which said plans and specifications are by this reference made a part hereof.
1
County Project No. CP 18-07
City of Shakopee
County of Scott
2. 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.
3. The City shall reimburse the County . for its share sixty percent (60%) 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".
4. In addition to payment of the City's proportionate share sixty percent (60%) ofthe contract construction
cost, the County and the City further agree that the County shall invoice the City for fees (tree replacement,
sewer and water acquisition charges, electrical power charges and permit fees, but not limited to) that are
iO.curred during the construction process.
5. The City shall, based on the contract price, deposit with the Scott County Treasurer fifty percent (50%)
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 and shall pay the remaining fifty
percent (50%) on or before March 31, 2007,. 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 Administrator or
Transit Director.
The final amount of the City's share of construction and engineering costs of the Project shall be
determined 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 payments exceed 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.
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County Project No. CP 18-07
City of Shakopee
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 subjectto 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. The City further agrees to provide any and all permanent or temporary right-of-way on City owned
property needed by Scott County for the completion of the Project.
11. The City shall, at its own expense, remove and replace all City owned signs that are within the
construction limits of the Project.
12. 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.
13. 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
3
County Project No. CP 18-07
City of Shakopee
County of Scott
employees harmless from all claims, demands, actions or causes of action arising out of negligent performance
by the County, its officers, agents or employees.
14. 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.
15. 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 of the County and shall not be the obligation or responsiqility of the City.
16. 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".
17. 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 iluditor. 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
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County Project No. CP 18-07
City of Shakopee
County of Scott
relevant. The retention period shall be automatically extended until the administrative or judicial action is
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.
18. 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.
19. 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.
20. 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 Mark McNeill,
City Administrator, or his successor. His current address and phone number are 129 S Holmes Street,
Shakopee, MN 55379, (952) 233-9300. 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 SHAKOPEE
(SEAL)
By And
John J. Schmitt, Mayor Mark McNeill, City Administrator
Date Date
By
Judy Cox, City Clerk
COUNTY OF SCOTT
ATTEST:
By By
David Unmacht, County Administrator Barbara Marschall, Chair of Its County Board
Date Date
Upon proper execution, this Agreement RECOMMEND FOR APPROVAL:
will be legally valid and binding.
By By
Pat Ciliberto, County Attorney Lezlie A. Vermillion, Public Works Director
Date Date
APPROVED AS TO EXECUTION:
By
Pat Ciliberto, County Attorney
Date
W:\ WORD\PROJECT\CP 18-07\Construction _coop ]hase 2_ Shakopee.doc
EXHIBIT A
l,~rjr;' ..~~~il~tSlitll~1 r;'J
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. Chaptf3r 363.
Scott County will not engage in any emplf-Wrnentp@9!iH~SWhich 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 a,re not limited to, the following:
hiring, upgrading, demotion, transfer, recruitment or recruitment advertising. selection, layoff.
disciplinary action, termination, rates of payor otherJorms 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 witt) 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 cOrnply!pg 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.
tJ-J~ 13aJ~AJ./ (fIJ.A~~/1Jfe
. avid J. Unmacht Date 1/21007 Barbara Marschall Date 1/212007
Scott County Administrator Chair, Board of Commissioners
EXHIBIT B
UNIT TOTAL PROJECT --- NON-PARTICIPATING TOTAL PROJECT
QUANTITIES COST
T ABlNOTES ITEM NO. ITEM DESCRIPTION UNIT COST PROJECT COST
QUANTITIES
I A
(1) 2011.601 CONSTRUCTION STAKING lUMP SUM $60,000.00 1 0.74 $44,184.58 0.04 $2,569.38 0.22 $13,246.04 $60,000.00
(1) 2021.501 MOBIUZATION LUMP SUM $100,000.00 1 0.74 $73.640.97 0.04 $4,282.29 0.22 $22,076.74 S1oo,OOO.00
2031.501 FIELD OFFICE TYPE D-MODIFIED EACH $25,000.00 1 0.8 $20,000.00 0.2 $5,000.00 $25,000.00
2041.610 TRAINEE HOUR $1.00 600 600 $600.00 $600.00
(8) 2101.502 CLEARING . TREE $150.00 5 4 $600.00 1 $150.00 $750.00
(8) 2101.507 GRUBBING TREE $150.00 5 4 $600.00 1 $150.00 $750.00
2104.501 REMOVE CURB AND GUTTER LlN FT $2.50 20 16 $40.00 4 $10.00 SSO.OO
2104.501 REMOVE PIPE CULVERTS UN FT $10.00 30 24 $240.00 6 $60.00 $300.00
(14) 2104.501 REMOVE SILT FENCE UNFT $1.00 3100 2480 $2,480.00 620 $620.00 $3,100.00
2104.505 REMOVE BITUMINOUS SURFACING SQYD $2.00 235 188 $376.00 47 $94.00 $470.00
2104.505 REMOVE EXISTING EROSION CONTROL BlANKET SOYD $0.25 4150 3320 $830.00 830 $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) lIN FT $2.00 280 224 $448.00 56 $112.00 $560.00
2105.501 COMMON EXCAVATION CUYD (P) $6.00 28990 23192 $139,152.00 5798 $34,788.00 $173,940.00
2105.505 MUCK EXCAVATION CUYD $6.00 1750 1400 $8,400.00 350 $2,100.00 $10,500.00
2105.510 GRANULAR BORROW (L Y) CUYD $15.00 3049 2439.2 $38,588.00 609.8 $9,147.00 $45.735.00
(8) 2105.604 GEOTEXTllE FABRIC TYPE V 50YD $1.50 200 160 $240.00 40 $60.00 $300.00
(2) 2105.607 SELECT TOPSOil BORROW (CV) CUYD $35.00 2750 2200 $77,000.00 550 $19,250.00 $96,250.00
2105.607 TOPSOil BORROW TYPE SPECIAL 1 (CV) CUYD $25.00 1970 1576 $39,400.00 394 $9,850.00 $49,250.00
(8) 2112.501 SUBGRADE PREPARATION 50YD $0.50 10000 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 $600.00 $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 (CV) CLASS 5 CUYD $20.00 6030 4824 $96,480.00 1206 $24,120.00 $120,600.00
2301.502 CONCRETE PAVEMENT 50YD $15.00 2559 2047.2 $30,708.00 511.8 $7,677.00 $38,385.00
2301.511 ST~UCTURAL 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 2m $138,600.00 693 $34,650.00 . $173,250.00
(6) 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (E) TON $50.00 2800 2240 $112,000.00 560 $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 MOD (CV) CUYD $40.00 10 8 $320.00 2 $80.00 $400.00
2451.607 TRENCH STAB1UZATlON MATERIAl TON $18.00 200 160 $2,880.00 40 $720.00 $3,600.00
2501.515 15" RC PIPE APRON EACH $500.00 3 3 $1,500.00 $1,500.00
2501.515 24" RC PIPE APRON EACH $600.00 3 3 $1,800.00 $1,800.00
2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $900.00 3 3 $2,700.00 $2,700.00
2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $1,100.00 2. 2 $2,200.00 $2.200.00
(5) 2502.541 4" PERF PE PIPE DRAIN UNFT $5.00 150 120 $600.00 30 $150.00 $750.00
(5)(15) 2502.541 6" PERF PE PIPE DRAIN UNFT $6.00 960 768 $4,608.00 192 $1,152.00 $5,760.00
2503.541 15" RC PIPE SEWER DES 3006 lINFT $22.00 519 519 $11,418.00 $11,418.00
2503.541 15" RC PIPE SEWER DES 3006 CL III lINFT $23.00 304 304 $6,992.00 $6,992.00
2503.541 18" RC PIPE SEWER OES 3006 UNFT $25.00 263 263 $6,575.00 $6,575.00
2503.541 18" RC PIPE SEWER DES 3006 CL III lINFT $27.00 74 74 $1,998.00 $1,996.00
2503.541 21" RC PIPE SEWER DES 3006 UNFT $32.00 119 119 $3,808.00 $3,808.00
2503.541 24" RC PIPE SEWER DES 3006 UNFT $34.00 111 111 $3,774.00 $3,774.00
2503.541 24" RC PIPE SEWER DES 300611I UNFT $36.00 190 190 $6,840.00 $6,840.00
2503.602 12" PIPE PLUG EACH $125.00 1 1 $125.00 $125.00
2503.602 12"X8" PVC WYE EACH $200.00 1 1 $200.00 $200.00
2503.602 6" PIPE BEND 45 DEGREE EACH $20.00 1 1 $20.00 $20.00
2503.602 6" PIPE PLUG EACH $100.00 4 . 4 $400.00 $400.00
2503.603 12" SANITARY PIPE SEWER SDR 35 (0' - 17') UNFT $40.00 836 836 $33,440.00 $33,440.00
2503.603 6" PVC SANITARY SERVICE PIPE (SDR 26} UNFT $17.00 247 . . 247 $4,199.00 $4,199.00
2545.531 UNDERGROUND WIRE 1 COND NO 8 lINFT $1.20 4260 3408 $4,089.60 852 $1,022.40 $5,112.00
2545.541 SERVICE CABINET TYPE SECONDARY 12 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 HANDHOLE EACH $500.00 2 1.6 $800.00 OA $200.00 $1,000.00
2545.603 INSTALL CONOUIT UNFT $3.00 2436 1948.8 $5,846.40 487.2 $1,461.60 $7,308.00
2545.616 ACCESS CONTROLSYSTEM 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 $8,600.00 8.6 $2,150.00 510,750.00
(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 97.6 $2,440.00 24A $610.00 $3,050.00
2564.531 SIGN PANELS TYPE D SQFT $25.00 15 12 $300.00 3 $75.00 $375.00
2564.537 INSTALL SIGN TYPE SPECIAL EACH $250.00 6 4.8 51.200.00 1.2 $300.00 $1,500.00
(7) 2571.501 CONIFEROUS TREE 6' TALL B&B TREE $350.00 30 28.8 $10,080.00 7.2 $2,520.00 $12,600.00
(7) 2571.502 DECIDUOUS TREE 2" CAL. B&B TREE $350.00 50 40 $14,000.00 10 $3,500.00 $17,500.00
(7) 2571.503 ORNAMENTAl TREE 2" 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 $616.00 4A $154.00 $770.00
(7) 2571.505 DECIDUOUS SHRUB NO 2 CONT SHRUB $35.00 172 137.6 $4,816.00 34A $1,204.00 $6,020.00
(7) 2571.507 PERENNIAL 4" 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 SUCEO UNFT $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 SEEOING 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 $462.00 $2,310.00
(3) 2575.502 SEEDING, MIXTURE 310 POUNO $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 SALT RESISTANT sa YO $2.25 6470 5176 $11,646.00 1294 $2,911.50 $14,557.50
2575.519 DISK ANCHORING ACRE $100.00 0.9 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 $677.50 $3,387.50
(3) 2575.532 COMMERCIAL FERTILIZER ANALYSIS 18-1-18 POUND $0.50 85 68 $34.00 17 $8.50 $42.50
(3) 2575.532 COMMERCIAL FERTILIZER ANAL ysrs 22~5-10 POUND $0.50 350 280 $140.00 70 $35.00 $175.00
2582.501 PAVT MSSG (HANOICAPPED SYMBOL) EPOXY EACH $150.00 11 8.8 $1,320.00 2.2 $330.00 51,650.00
2582.501 PAVT MSSG (L T 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 $2,840.00 4.4 $660.00 $3,300.00
2582.502 12" SOUD UNE WHITE" EPOXY UNFT $1.50 69 55.2 $82.80 13.8 $20.70 $103.50
2582.502 4" BROKEN UNE YELLOW" EPOXY UNFT $0.75 396 318A $238.80 79.6 $59.70 $<98.50
2582.502 4" OOUBLE SOLlO LINE YELLOW" EPOXY UNFT $1.25 85 68 $85.00 17 $21.25 $106.25
2582.502 4" SOLID LINE WHITE _ EPOXY L1NFT $0.75 13574 10859.< $8,144AO 2714.8 $2,036.10 $10,180.50
<582.502 4" SOUD LINE YELLOW" EPOXY UNFT $0.75 1468 1174A $880.80 293.6 $220.20 $1,101.00
2582.502 6" SOLID LINE WHITE - EPOXY L1NFT $1.00 304 . 243.2 $243.20 60.8 $60.80 $304.00
2582.503 CROSSWALK MARKING - EPOXY SQFT $5.00 441 352.8 $1,784.00 88.2 $441.00 $2,205.00
11l1A. $1,499165.84 $85064.90 I $448,173.51 I $2,066,804.25
NOTES:
(1) PRORATA ITEMS
(2) COMPACTEO 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 FiElD. AlL WATER USED FOR COMPACTION AND TURF ESTABUSHMENT SHAll BE INCIDENTAL
2545.531 UNDERGROUND WIRE 1 COND NO 10 L1NFT $1.20 1528 1222.4 $1,466.88 305.6 $366.72 $1,833.60
2545.531 UNDERGROUND WIRE 1 COND NO 14 lINFT $1.20 9033 7226.4 $8,671.68 1806.6 $2,167.92 $10,839.60
2545.531 UNDERGROUND WIRE 1 COND NO 3/0 L1NFT $3.20 124 99.2 $317.44 24.8 $79.36 $396.80
2545.531 UNDERGROUND WIRE 1 COND NO 4 L1NFT $2.00 11175 8940 $17,880.00 2235 $4,470.00 $22,350.00
2545.531 UNDERGROUND WIRE 1 COND NO 6 L1NFT $2.00 3725 2980 $5,960.00 745 $1.490.00 $7,450.00
2545.531 UNDERGROUND WIRE 1 COND NO 8 L1NFT $1.20 4260 3408 $4,089.60 852 $1,022.40 $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 HANDHOLE EACH $500.00 2 1.6 $800.00 0.4 $200.00 $1,000.00
2545.603 INSTALL CONDUIT L1NFT $3.00 2436 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 $8,500.00 $43,000.00
2554.602 6" STEEL PIPE BOLLARD EACH $250.00 43 34.4 $8,600.00 8.6 $2.150.00 $10,750.00
(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 SOFT $25.00 122 97.6 $2,440.00 24.4 $610.00 $3.050.00
2564.531 SIGN PANELS TYPE D SQFT $25.00 15 12 $300.00 3 $75.00 $375.00
2564.537 INSTALL SIGN TYPE SPECIAL EACH $250.00 6 4.8 $1,200.00 1.2 $300.00 $1,500.00
(7) 2571.501 CONIFEROUS TREE 6' TALL B&B TREE $350.00 35 28.8 $10,080.00 7.2 $2,520.00 $12,600.00
(7) 2571.502 DECIDUOUS TREE 2" CAL B&B TRI:.E $350.00 50 40 $14,000.00 10 $3,500.00 $17,500.00
(7) 2571.503 ORNAMENTAL TREE 2" CAL B&a TREE $310.00 5 4 $1,240.00 1 $310.00 $1,550.00
(7) 2571.504 CONIFEROUS SHRUB NO 2 CaNT SHRUB $35.00 22 17.6 $616.00 4.4 $154.00 $770.00
(7) 2571.505 DECIDUOUS SHRUB NO 2 CaNT SHRUB $35.00 172 137.6 $4,816.00 34.4 $1,204.00 $6,020.00
(7) 2571.507 PERENNIAL 4" 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 UNFT $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 46 $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 $462.00 $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 SODDING TYPE SALT RESISTANT SQYD $2.25 6470 5176 $11,646.00 1294 $2,911.50 $14,557.50
2575.519 DISK ANCHORING ACRE $100.00 0.9 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 $677.50 $3,387.50
(3) 2575.532 COMMERCIAl FERTILIZER ANALYSIS 18-1-18 POUND $0.50 85 68 $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 $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 12" SOLID LINE WHITE - EPOXY L1NFT $1.50 69 55.2 $82.80 13.8 $20.70 $103.50
2582.502 4" BROKEN LINE YELLOW - EPOXY UNFT $0.75 398 318.4 $238.80 79.6 $59.70 $298.50
2582.502 4" DOUBLE SOLID LINE YELLOW - EPOXY UNFT $1.25 85 68 $85.00 17 $21.25 $106.25
2582.502 4" SOUD UNE WHITE ~ EPOXY L1NFT $0.75 13574 10859.2 $8,144.40 2714.8 $2,036.10 $10,180.50
2582.502 4" SOLID LINE YELLOW - EPOXY L1NFT $0.75 1468 1174.4 $880.80 293.6 $220.20 $1,101.00
2582.502 6" SOLID LINE WHITE - EPOXY LfNFT $1.00 304 243.2 $243.20 60.8 $60.80 $304.00
2582.503 CROSSWAlK MARKING - EPOXY SOFT $5.00 441 352.8 $1,764.00 88.2 $441.00 $2,205.00
1(. IAL $1,499,165.84 I $85,064.90 I I $448,173.51 $2,D66,804.25
NOTES:
(1) PRORATA1TEMS
(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 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 " SHALL BE INCIDENTAL.
(6) BITUMINOUS QUANTITY BASIS: 110 LB/SY-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. UPS]ZE 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
116'
UNIT TOTAL PROJECT PARTICIPATING S.P. 70-596-02 NON-PARTICIPATING TOTAL PROJECT
aUANTlTIES COST
T ABINOTES ITEM NO. ITEM DESCRIPTION UNIT COST PROJECT COST STORM SEWER COST PROJECT COST
aUANTITIES OUANTITIES aUANTITIES .
ESTIM E FINAL STlMA TED ESTIMATED ESTIMATED
(1) 2011.601 CONSTRUCTION STAt< LUMP SUM $1,000.00 1 0.74 $736.41 0.04 $42.82 0.22 $220.77 $1,000.00
(1) 2021.501 MOBIUZA TION 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 UNFT $10.00 20 20 $200.00 $200.00
2104.501 REMOVE PIPE CULVEI UNFT $10.00 30 30 $300.00 $300.00
(14) 2104.501 REMOVE SILT FENCE UN FT $0.75 3100 3100 $2,325.00 $2,325.00
2104.505 REMOVE BITUMINOUS saVD $2.00 235 235 $470.00 $470.00
2104.505 REMOVE EXISTING ER sa va $0.50 4150 4150 $2,075.00 $2,075.00
2104.509 REMOVE PIPE APRON EACH $50.00 1 1 $50.00 $50.00
2104.513 SAWING BITUMINOUS UN FT $2.00 280 280 $560.00 $560.00
2105.501 COMMON EXCAVATIO CUVD (P) $2.00 28990 28990 $57,980.00 $57,980.00
2105.505 MUCK EXCAVATION CUVD $2.00 1750 1750 $3,500.00 $3,500.00
2105.510 GRANULAR BORROW CUVD $2.00 3049 3049 $6,09B.00 $6,09B.00
(B) 2105.604 GEOTEXTILE FABRIC saVD $1.00 200 200 $200.00 $200.00
(2) 2105.607 SELECT TOPSOIL BOR CUVD $2.00 2750 2750 $5,500.00 $5,500.00
2105.607 TOPSOIL BORROW TV CUVD $2.00 1970 1970 $3,940.00 $3,940.00
(B) 2112.501 SUBGRADE PREPARA saVD $1.25 10000 10000 $12,500.00 $12,500.00
(B) 2123.610 STREET SWEEPER (W HOUR $75.00 24 24 $1,800.00 $l,BOO.OO
(4) 2130.501 WATER MGAL $50.00 6 6 $300.00 $300.00
2211.503 AGGREGATE BASE (C CUVD $20.00 6030 6030 $120,600.00 $120,600.00
2301.502 CONCRETE PAVEMEN saVD $13.02 2559 2559 $33,31B.18 $33,318.18
2301.511 STRUCTURAL CONCR CUVD $152.45 575 575 $B7,65B.75 $B7,65B.75
2301.529 REINFORCEMENT BM La $2.59 1550 1550 $4,014.50 $4,014.50
2301.602 DOWEL BARS EACH $B.7B 2074 2074 $lB,209.72 $18,209.72
(6) 2350.501 TYPE MV3 NON WEAF TON $45.00 3465 3465 $155,925.00 $155,925.00
(6) 2350.501 TVPE MV 3 WEARING TON $45.00 2BOO 2BOO $126,000.00 $126,000.00
(6) 2350.501 TYPE MV 4 WEARING TON $49.00 B70 870 $42,630.00 $42,630.00
2357.502 BITUMINOUS MATERII GALLON $2.75 14BO 1480 $4,070.00 $4,070.00
2451.513 FINE FILTER AGGREG CUVD $20.00 10 10 $200.00 $200.00
2451.607 TRENCH ST ABIUZA TIC TON $0.01 200 200 $2.00 $2.00
2501.515 15" RC PIPE APRON EACH $478.38 3 3 $1,435.14 $1,435.14
2501.515 24" RC PIPE APRON EACH $623.86 3 3 $1,871.58 $1,871.58
2501.602 TRASH GUARD FOR 1 EACH $472.90 3 3 $1,418.70 $1,418.70
2501.602 TRASH GUARD FOR 2 EACH $1,158.26 2 2 $2,316.52 $2,316.52
(5) 2502.541 4" PERF PE PIPE DRAI UN FT $6.50 150 150 $975.00 $975.00
(5) (15) 2502.541 6" PERF PE PIPE DRAI UN FT $6.00 960 960 $7,680.00 $7,680.00
2503.541 15" RC PIPE SEWER D UN FT $20.95 519 . 519 $10,873.05 $10,873.05
2503.541 15" RC PIPE SEWER D UN FT $20.95 304 304 $6,368.80 $6,368.80
2503.541 18" RC PIPE SEWER D UN FT $24.36 263 263 $6.406.68 $6,406.68
2503.541 18" RC PIPE SEWER D UN FT $24.36 74 74 $1,802.64 $1,802.64
2503.541 21" RC PIPE SEWER D UN FT $29.14 119 ,. 119 $3,467.66 $3,467.66
2503.541 24" RC PIPE SEWER D LINFT $33.08 III III $3,671.88 $3,671.68
2503.541 24" RC PIPE SEWER D UN FT $33.08 190 . 190 $6,285.20 . $6,285.20
2503.602 12" PIPE PLUG EACH $65.57 1 1.00 $65.57 $65.57
2503.602 12"X6" PVC WYE EACH $163.71 1 1.00 $163.71 $163.71
2503.602 6" PIPE BEND 45 DEGf; EACH $15.15 1 1.00 $15.15 $15.15
2503.602 6" PIPE PLUG EACH $4.65 4 4.00 $18.60 $18.60
2503.603 12" SANITARY PIPE SE L1N FT $23.23 836 466 $10,825.18 370.00 $8,595.10 $19,420.28
2503.603 6" PVC SANITARY SER L1NFT $12.59 247 92 $1,158.28 155.00 $1,951.45 $3,109.73
2504.601 IRRIGATION SYSTEM LUMP SUM $32,450.00 1 . 1 $32,450.00 $32,450.00
2504.602 1.5" CORPORATION S EACH $81.49 1 1 $81.49 $81.49
(13) 2504.602 12" GATE VALVE AND EACH $1,563.07 3 3 $4,689.21 $4,689.21
(13) 2504.602 12" MEGALUG EACH $54.06 36 36 $1,946.16 $1,946.16
(13) 2504.602 12" PIPE BEND 11.25 D EACH $175.82 2 2 $351.64 $351.64
(13) 2504.602 12" PIPE BEND 45 DEG EACH $178.79 7 7 $1,251.53 $1,251.53
(13) 2504.602 12" SLEEVE EACH $150.85 1 1 $150.85 $150.85
(13) 2504.602 12"X12" TEE FITTING EACH $294.41 1 1 $294.41 $294.41
(13) 2504.602 12"X6" REDUCER EACH $122.19 1 1 $122.19 $122.19
(13) 2504.602 12"X6" TEE FITTING EACH $228.47 1 1 $228.47 $228.47
2504.602 12"X8" TEE FITTING EACH $249.11 1 1.00 $249.11 $249.11
2504.602 6" GATE VALVE AND B EACH $646.54 1 1 $646.54 $646.54
2504.602 6" MEGALUG EACH $15.14 6 6 $90.84 $90.84
2504.602 8" GATE VALVE AND B EACH $884.10 1 1.00 $884.10 $884.10
2504.602 8" MEGALUG EACH $23.88 4 4.00 $95.52 $95.52
2504.602 8" PIPE PLUG EACH $61.50 1 1.00 $61.50 $61.50
2504.602 HYDRANT EACH $2,500.62 2 2 $5,001.24 $5,001.24
2504.603 1.5" CURB STOP AND EACH $157.80 1 1 $157.80 . $157.80
2504.603 1.5" TYPE K COPPER P L1NFT $45.00 10 10 $450.00 $450.00
(13) 2504.603 12" WATERMAIN DUCT L1NFT $40.02 556 556 $22,251.12 $22,251.12
2504.603 6" WATERMAIN DUCTI L1N FT $20.98 24 24 $503.52 $503.52
2504.603 8" WATERMAIN DUCTI UN FT $25.00 130 130.00 $3,250.00 $3,250.00
(8) 2504.604 2" POLYSTYRENE INSt SOYD $7.27 16 16 $116.32 $116.32
(9) 2506.502 CONST DRAINAGE ST EACH $500.00 4 4 $2,000.00 $2,000.00
(10) 2506.502 CONST DRAINAGE ST EACH $1,250.00 11 11 $13,750.00 $13,750.00
(11) 2506.502 CONST DRAINAGE STI EACH $650.00 2 2 $1,300.00 $1,300.00
(12) 2506.502 CONST DRAINAGE STI EACH $1,250.00 1 1 $1,250.00 $1,250.00
2506.516 CASTING ASSEMBLY EACH $345.76 21 21 $7,260.96 $7,260.96
2506.603 CONSTRUCT SANITAR L1NFT $200.00 40.7 40.70 $8,140.00 $8,140.00
2511.501 RANDOM RIP RAP CLA CUYD $75.00 26.1 26.1 $1,957.50 $1,957.50
2511.515 GEOTEXTILE FABRIC SOYD $0.75 225 225 $168.75 $168.75
2521.501 4" CONCRETE WALK SOFT $2.91 16200 16200 $47,142.00 $47,142.00
2521.511 2.5" BITUMINOUS WAL SOFT $1.40 7257 7257 $10,159.80 $10,159.80
2531.501 CONCRETE CURB & G UN FT $10.20 4400 4400 $44,880.00 $44,880.00
2531.502 CONCRETE CURB & G L1NFT $9.21 2951 2951 $27,178.71 $27,178.71
2531.502 CONCRETE CURB & G L1NFT $14.33 476 . 476 $6,821.08 $6,821.08
2531.618 TRUNCATED DOMES SOFT $43.32 100 100 $4,332.00 $4,332.00
2540.601 BUS SHELTER EACH $8,400.00 3 3 $25,200.00 $25,200.00
2540.602 BENCH EACH $1,500.00 5 5 $7,500.00 $7,500.00
2540.602 BIKE LOCKER EACH $5,257.00 1 1 $5,257.00 $5,257.00
2540.602 BIKE RACK EACH $1,029.00 2 2 $2,058.00 $2,058.00
2540.602 FLAGPOLE EACH $3,000.00 1 1 $3,000.00 . $3,000.00
2540.602 MET ALINFORMATION EACH $1,500.00 2 2 $3,000.00 . $3,000.00
2540.602 METAL INFORMATION EACH $1,500.00 1 1 $1,500.00 $1,500.00
2540.602 METAL INFORMATION EACH $2,000.00 1 1 $2,000.00 $2,000.00
2540.602 WASTE RECEPTACLE EACH $1,300.00 3 3 $3,900.00 $3,900.00
2540.618 BRICK PAVERS SO FT $6.25 13680 13680 $85,500.00 $85,500.00
2545.511 LIGHTING UNIT TYPE! EACH : 8 8 $18,600.00 $18,600.00
2545.511 LIGHTING UNIT TYPE! EACH includes 18" sub-base, I 12 12 $35,640.00 $35,640.00
4" base, 2" setting
2545.511 LIGHTING UNIT TYPE! EACH bed, and bricks I 2 . 2 $8,520.00 . $8,520.00
2545.511 LIGHTING UNIT TYPE EACH 2 2 $568.00 $568.00
2545.515 LIGHT BASE DESIGN S EACH 10 10 $5,500.00 $5,500.00
2545.515 LIGHT BASE DESIGN S EACH 7 7 $5,075.00 $5,075.00
2545.515 LIGHT BASE DESIGN S EACH 5 5 $4,500.00 $4,500.00
2545.521 2" RIGID STEEL COND lINFT $15.00 20 20 $300.00 . $300.00
2545.523 1" NON-METALLIC cor lINFT $3.00 3831 3831 $11,493.00 $11,493.00
2545.523 2" NON-METALLIC cor lINFT $3.00 3843 3843 $11,529.00 $11,529.00
2545.531 UNDERGROUND WIRE lINFT $0.75 1528 1528 $1,146.00 $1,146.00
2545.531 UNDERGROUND WIRE LINFT $0.24 9033 9033 $2,167.92 $2,167.92
2545.531 UNDERGROUND WIRE lINFT $3.90 124 124 $483.60 $483.60
2545.531 UNDERGROUND WIRE lINFT $1.95 11175 11175 $21,791.25 $21,791.25
2545.531 UNDERGROUND WIRE lINFT $1.20 3725 3725 $4,470.00 . $4,470.00
2545.531 UNDERGROUND WIRE lINFT $1.00 4260 4260 $4,260.00 . $4,260.00
2545.541 SERVICE CABINET TY EACH $5,700.00 1 1 $5,700.00 $5,700.00
2545.545 EQUIPMENT PAD B EACH $600.00 1 1 $600.00 $600.00
2545.602 HANDHOLE EACH $500.00 2 2 $1,000.00 $1,000.00
2545.603 INSTALL CONDUIT lINFT $1.95 2436 2436 $4,750.20 $4,750.20
2545.616 ACCESS CONTROL SY SYSTEM $62,850.00 1 1 $62,850.00 $62,850.00
2554.602 6" STEEL PIPE BOLLAf EACH $343.00 43 43 $14,749.00 $14,749.00
(1) 2563.601 TRAFFIC CONTROL LUMP SUM $1,500.00 1 0.74 $1,104.61 0.04 $64.23 0.22 $331.15 $1,500.00
2564.531 SIGN PANELS TYPE C SQFT $39.55 122 122 $4,825.10 $4,825.10
2564.531 SIGN PANELS TYPE D SQFT $33.90 15 15 $508.50 $508.50
2564.537 INSTALL SIGN TYPE S EACH $75.00 6 6 $450.00 $450.00
(7) 2571.501 CONIFEROUS TREE 6' TREE $345.00 38 36 $12,420.00 $12,420.00
(7) 2571.502 DECIDUOUS TREE 2" TREE $385.00 50 50 $19,250.00 $19,250.00
(7) 2571.503 ORNAMENTAL TREE 2' TREE $385.00 5 5 $1,925.00 $1,925.00
(7) 2571.504 CONIFEROUS SHRUB SHRUB $45.00 22 22 $990.00 $990.00
(7) 2571.505 DECIDUOUS SHRUB N SHRUB $45.00 172 172 $7,740.00 $7,740.00
(7) 2571.507 PERENNIAL 4" CONT PLANT $17.00 1187 1187 $20,179.00 $20,179.00
(10) 2573.502 SILT FENCE, TYPE MA lINFT $2.75 873 873 $2,400.75 $2,400.75
2573.530 STORM DRAIN INLET f EACH. $75.00 18 18 $1,350.00 $1,350.00
(1) 2573.550 EROSION CONTROL LUMP SUM $1.00 1 0.74 $0.74 0.04 $0.04 0.22 $0.22 $1.00
(3) 2574.511 MULCH MATERIAL, TY TON $1.00 2 2 $2.00 $2.00
2575.501 SEEDING ACRE $250.00 1.6 1.6 $400.00 $400.00
2575.501 TEMPORARY ROCK C( TON $20.00 60 60 $1,200.00 $1,200.00
(3) 2575.502 SEEDING, MIXTURE 24 POUND $1.69 66 66 $111.54 $111.54
(3) 2575.502 SEEDING, MIXTURE 31 POUND $25.00 17 17 $425.00 $425.00
(3) 2575.502 SEEDING, MIXTURE 35 POUND $4.00 30 30 $120.00 $120.00
2575.505 SODDING TYPE SALT SQYD $2.20 6470 6470 $14,234.00 $14,234.00
2575.519 DISK ANCHORING ACRE $750.00 0.9 0.9 $675.00 $675.00
2575.523 EROSION CONTROL B SQYD $1.25 2710 2710 $3,387.50 $3,387.50
(3) 2575.532 COMMERCIAL FERTllI POUND $0.50 85 85 $42.50 $42.50
(3) 2575.532 COMMERCIAL FERTllI POUND $0.50 350 350 $175.00 $175.00
2582.501 PAVT MSSG (HANDICA EACH $125.00 11 11 $1,375.00 $1,375.00
2582.501 PAVT MSSG (LT ARRO EACH $125.00 3 3 $375.00 $375.00
2582.501 PAVT MSSG (THRU AR EACH $125.00 22 22 $2,750.00 $2,750.00
2582.502 12" SOLID LINE WHITE lIN FT $5.50 69 69 $379.50 . $379.50
2582.502 4" BROKEN LINE YELL lINFT $0.84 398 398 $334.32 . $334.32
2582.502 4" DOUBLE SOLID lIN lINFT $1.68 85 85 $142.80 $142.80
2582.502 4" SOLID LINE WHITE- LINFT $1.44 13574 13574 $19,546.56 . $19,546.56
2582.502 4" SOLID LINE YELLO\! lINFT $0.84 1468 1468 $1,233.12 $1,233.12
2582.502 6" SOLID LINE WHITE- UN FT $3.50 304 304 $1,064.00 $1,064.00
2582.503 CROSSWALK MARKIN SQFT $4.60 441 441 $2,028.60 $2,028.60
IUIAL I $1,455,628.05 I $75,723.10 I I $35,279.01 I $1,566,630.16
NOTES:
(1) PRORATA ITEMS $1,531,351.15 otal project COS $1,566,630.00
(2) COMPACTED VOLUME (CV) FOR SELECT TOPSOIL BORROW IS IN PLACE, PER PLAN. $1,225,080.92 Federal Funds Availabl. 1,156,702.80 TOTAL LOCAL CONTRIBUTION
(3) SEE CONSTRUCTION I SOILS NOTES FOR APPLICATION RATES. $306,270.23 Local Funds $409,927.20 Total $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. Shakopee $245.956.32
(5) THE REQUIRED FILTER AGGREGATE (3149.2H), SOCK, AND GEOTEXTILE WRAP 3733, TYPE I, SHALL BE INCIDENTAL. Prior Lake 1$163.970.88 I
(6) BITUMINOUS QUANTITY BASIS: 110 LB/SY-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