HomeMy WebLinkAbout#11 Cooperative Agreement AGENDA ITEM (2)
MAYOR & COUNCIL COMMUNICATION
-- page 1 --
DATE: May 3, 2016
REGULAR
ITEM 11
AGENDA ITEM: CSAH 17 (Lake Elmo Avenue) Phase 1 and 2 Improvements – Resolution
Approving Revised Cooperative Agreement with Washington County
SUBMITTED BY: Jack Griffin, City Engineer
THROUGH: Kristina Handt, City Administrator
REVIEWED BY: Cathy Bendel, Finance Director Sarah Sonsalla, City Attorney
Chad J. Isakson, Project Engineer
SUGGESTED ORDER OF BUSINESS:
- Introduction of Item ...................................................................... City Engineer
- Report/Presentation ...................................................... County Project Manager
- Questions from Council to Staff ............................................. Mayor Facilitates
- Call for Motion ............................................................... Mayor & City Council
- Discussion ....................................................................... Mayor & City Council
- Action on Motion .................................................................... Mayor Facilitates
SUMMARY AND ACTION REQUESTED:
The City Council is respectfully requested to consider a Resolution Approving a Revised Cooperative Agreement with Washington County for the County State Aid Highway 17 (Lake Elmo Avenue) Phase 1
and 2 Improvements. LEGISLATIVE HISTORY:
Using updated cost data, including an “Estimate-to-Completion” for the Phase 1 Improvements, and
contractor bids for the Phase 2 Improvements, Washington County has prepared Cooperative Agreement 10196 and is asking the Council to approve the Agreement with the intent of replacing the previous
Cooperative Agreement 9660.
The Cooperative Agreement sets forth the provisions that authorizes the County to implement the
improvements including engineering design, construction administration, testing, right-of-way and easement acquisition, including the use of eminent domain, and retaining a contractor for project construction. The Agreement further outlines the City’s obligations for cost participation including
City Council Meeting [Regular Agenda Item 11]
May 3, 2016
-- page 2 --
payment terms and schedule. The costs remain estimated for the purpose of the Cooperative Agreement,
however the costs are much better known at this time after receiving contractor bids for all improvements
and with the Phase 1 construction and easement/right-of-way acquisition close to being completed.
Representatives from Washington County intend to be present at the Council meeting to be available to
further detail requested changes and to answer any questions.
BACKGROUND:
The City Council approved a resolution of support for the County State Aid Highway 17 (Lake Elmo Avenue) Phase 1 Improvements at the February 5, 2015 council meeting, and approved concurrence to
award a construction contract following a public improvement hearing held on June 9, 2015. Also at the June 9, 2015 meeting, the City Council approved Cooperative Agreement 9660 with Washington County to authorize the County to implement the improvements. The costs were estimated for the purpose of the
Cooperative Agreement, based on contractor bid prices for the Phase 1 Improvements, preliminary design estimates for the Phase 2 Improvements, and estimated costs for design, construction administration and
oversight, and estimated easement/right-of-way acquisition costs.
The City Council approved a resolution of support for the preliminary layout for the County State Aid
Highway 17 (Lake Elmo Avenue) Phase 2 Improvements at the April 21, 2015 council meeting.
Washington County and its design consultant, SEH, then proceeded with the final design which was presented to the Council at the February 16, 2016 council meeting. The project was then advertised for
bids with contractor bids being received on April 5, 2016.
RECOMMENDATION:
Staff is recommending that the City Council approve Resolution 2016-XX Approving a Revised Cooperative Agreement with Washington County for the State Aid Highway 17 (Lake Elmo Avenue) Phase 1 and 2 Improvements. The recommended motion for the action is as follows:
“Move to approve Resolution No. 2016-36 approving Cooperative Agreement 10196 with Washington County for the County State Aid Highway 17 (Lake Elmo Avenue) Phase 1 and 2 Improvements.”
ATTACHMENT(S):
1. Resolution Approving Cooperative Agreement 10196.
2. Cooperative Agreement 10196.
3. Exhibit A – Project Location Map.
4. Exhibit B – CSAH 17 Phase 1 Costs.
5. Exhibit C – CSAH 17 Phase 2 Costs.
Resolution No. 2016-36 1
CITY OF LAKE ELMO
WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2016-36
A RESOLUTION APPROVING COOPERATIVE AGREEMENT 10196
WITH WASHINGTON COUNTY FOR THE COUNTY STATE AID
HIGHWAY 17 (LAKE ELMO AVE) PHASE 1 AND 2 IMPROVEMENTS
WHEREAS, the County intends to construct an improvement project on both County State Aid
Highway (CSAH) 10 and County State Aid Highway (CSAH) 15 in the City of Lake Elmo, hereinafter referred to as the “Project”; and
WHEREAS, the County reconstructed in 2015, as Phase 1 of this project, a portion of the City streets; Upper 33rd Street North, 36th Street North, and Laverne Avenue in downtown Lake Elmo as shown on Exhibit A; and
WHEREAS, the County intends to reconstruct in 2016, as Phase 2 of this project, CSAH 17 (Lake Elmo Avenue) from Trunk Highway (TH) 5 to 30th Street, a portion of 30th Street North in the
downtown Lake Elmo, 36th Street west of CSAH 17, 35th Street west of CSAH 17, and 34th Street west of CSAH 17 as shown on Exhibit A; and
WHEREAS, the right of way, preliminary design, final design, construction inspection/administration and construction cost estimates for Phase 1 have been prepared by the County
and the City will participate in these costs as summarized in Section F of this cooperative agreement; and
WHEREAS, the right of way, preliminary design, final design, construction
inspection/administration and construction cost estimates for Phase 2 has been prepared by the County and the City will participate in these costs as summarized in Section F of this cooperative agreement; and
WHEREAS, the City desires to use local and state aid funds for these improvements, the State Aid Project number for Laverne Ave is SAP 201-106-001, the City Project number is 2014-137, the State Aid
Project number for 30th Street is SAP 206-108-002; and WHEREAS, the County desires to use local and state aid funds for these improvements, the State
Aid Project number for CSAH 17 (Lake Elmo Avenue) is SAP 082-617-007 and 082-617-013; and
WHEREAS, a cooperative effort between the City and County is the appropriate method to
facilitate the right of way acquisition, preliminary and final design, construction inspection/administration and construction cost; and
WHEREAS, this Agreement is made pursuant to statutory authority contained in Minnesota Statute 162.17 sub.1 and Minnesota Statute 471.59.
NOW, THEREFORE, BE IT RESOLVED,
Resolution No. 2016-36 2
1. That Cooperative Agreement 10196 between the City of Lake Elmo and Washington County is
hereby approved and the Mayor and City Administrator are hereby authorized execute the
agreement on behalf of the City of Lake Elmo.
ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE THIRD DAY OF MAY, 2016.
CITY OF LAKE ELMO By: __________________________
Mike Pearson Mayor (Seal)
ATTEST: ________________________________
Julie Johnson City Clerk
Page 1 of 8
WASHINGTON COUNTY
CONTRACT NO. 10196
DEPT. PUBLIC WORKS
DIVISION TRANSPORTATION
TERM SIGNATURE - COMPLETION
COOPERATIVE AGREEMENT BETWEEN THE CITY OF
LAKE ELMO AND WASHINGTON COUNTY FOR RIGHT OF WAY,
PRELIMINARY DESIGN, FINAL DESIGN, CONSTRUCTION
INSPECTION/ADMINISTRATION AND CONSTRUCTION COSTS
FOR COUNTY STATE AID HIGHWAY (CSAH) 17COUNTY STATE
AID HIGHWAY (CSAH 17) PHASES I & II
THIS AGREEMENT, by and between the City of Lake Elmo, a municipal corporation, herein after referred to as the "City", and Washington County, a political subdivision of the State of Minnesota, hereinafter referred to as the "County”, shall consist of this agreement, Exhibit A (Project Location Map), Exhibit B (Phase 1 Costs), and Exhibit C (Phase 2 Costs), “Washington County Cost Participation Policy #8001 for Cooperative Highway Improvement Projects” which is incorporated into this agreement by reference..
WITNESSETH: WHEREAS, the County intends to reconstructed in 2015, as Phase 1 of this project, a portion of the City streets; Upper 33rd Street North, 36th Street North, and Laverne Avenue in downtown Lake Elmo as shown on Exhibit A; and
WHEREAS, the County intends to reconstruct in 2016, as Phase 2 of this project, CSAH 17 (Lake Elmo
Avenue) from Trunk Highway (TH) 5County State Aid Highway 14 (Old Trunk Highway 5) to 30th Street and a portion of 30th Street North, 36th Street west of CSAH 17, 35th Street west of CSAH 17, and 34th Street west of CSAH 17 in the downtown Lake Elmo as shown on Exhibit A; and WHEREAS, the right of way, preliminary design, final design, construction inspection/administration and construction cost estimates for Phase 1 have been prepared by the County and the City will
participate in these costs as summarized in Section F of this cooperative agreement; and
WHEREAS, the right of way, preliminary design, final design, construction inspection/administration and construction cost estimates for Phase 2 has been prepared by the County and the City will participate in these costs as summarized in Section F of this cooperative agreement; and WHEREAS, the City desires to use local and state aid funds for these improvements, the State Aid
Project number for Laverne Ave is SAP 201-106-001, the City Project number for 36th Street is 2014-
137, the State Aid Project number for 30th Street is SAP 206-108-002; and WHEREAS, the County desires to use local and state aid funds for these improvements, the State Aid Project number for CSAH 17 (Lake Elmo Avenue) is SAP 082-617-007, and 082-617-013; and WHEREAS, a cooperative effort between the City and County is the appropriate method to facilitate the
right of way acquisition, preliminary and final design, construction inspection/administration and
construction cost; and WHEREAS, this Agreement is made pursuant to statutory authority contained in Minnesota Statute 162.17 sub.1 and Minnesota Statute 471.59.
NOW THEREFORE, IT IS HEREBY MUTUALLY AGREED AS FOLLOWS:
A. PURPOSE
1. The purpose of this agreement is set forth in the above whereas clauses which are all incorporated by reference as if fully set forth herein.
Page 2 of 8
2. The Parties agree that his Agreement No. 10196contract terminates and supersedes Cooperative Agreement No. 9660 between the Parties, dated June 23, 2015 which superseded and terminated Cooperative Agreement No. 9155 between the Parties, dated December 16, 2014.
B. PLANS AND SPECIFICATION PREPARATION
The County ’s contracted consultant shall be responsible for the preparation of the necessary plans and specifications, including compliance with Minnesota State Aid requirements and all other applicable standards and policies and obtaining all approvals required in arriving at the bid specifications for all components of this project.
C. RIGHT OF WAY AND EASEMENTS
1. The County shall acquire all permanent right-of-way, permanent easements, and temporary construction easements. All permanent rights-of-way, permanent easements, and temporary construction easements will be acquired in the name of the County. 2. Any rights-of-way, permanent easements, and temporary construction easements that cannot
be obtained through negotiation will be acquired by the County through eminent domain
proceedings. 3. Upon completion of the project, title to permanent right-of-way for and adjacent to City streets and permanent easements for storm water storage and water quality treatment within the City will be conveyed to the City.
D. ADVERTISEMENT AND AWARD OF CONTRACT
1. After plans and specifications for all components of this project have been approved, all permits and approvals have been obtained, and any necessary rights-of-way and easements have been acquired, the County shall advertise for construction bids or quotes. 2. Once bids are received, the City will be given the opportunity to review and evaluate the bid and
provide City Council concurrence on the approval of the bids. Once City concurrence is
provided, the County shall award the contract to the lowest responsible bidder.
E. CONSTRUCTION ADMINISTRATION, OBSERVATION, AND TESTING
1. Construction administration, inspection, observation, and testing for the project will be performed by the County’s contracted consultant. and will be paid for under the construction
inspection/administration contract.
F. COST PARTICIPATION ITEMS AND ESTIMATED COSTS 1. The estimated cost participation breakdown is in accordance with “Washington County Cost Participation Policy #8001 for Cooperative Highway Improvement Projects”, which is incorporated into this agreement by reference. the REVISED DRAFT “Cost Participation Policy for Projects Constructed in Washington County Using State Aid Funds or Local Tax Levy
Dollars” dated September 30, 2014.
RIGHT OF WAY & EASEMENTS 2.1. The City shall pay to the County 100 percent of the cost of all permanent right-of-way, permanent utility and/or drainage easements, temporary slope easements, title work costs, appraisal costs, relocation specialist costs, relocation costs, condemnation commissioner costs, and all pertinent acquisition costs necessary for roadway, utility, and drainage construction work
Formatted: Numbered + Level: 1 +Numbering Style: 1, 2, 3, … + Start at: 1 +Alignment: Left + Aligned at: 0.25" + Indentat: 0.5"
Formatted: Indent: Left: 0.5", No bullets ornumbering
Page 3 of 8
on 30th Street North, Upper 33rd Street North, 35th Street North, 36th Street North, and Laverne Avenue. 3. The City shall pay to the County 50 percent of the cost of all permanent right-of-way, permanent utility and/or drainage easements, temporary slope easements, title work costs, appraisal costs, relocation specialist costs, relocation costs, condemnation commissioner costs, and all pertinent acquisition costs necessary for construction work on the regional drainage pond.
2. 4.3. The City shall pay to the County 55 percent of the cost of all permanent right-of-way, permanent utility and/or drainage easements, temporary construction easements, title work costs, appraisal costs, relocation specialist costs, relocation costs, condemnation commissioner costs, and all pertinent acquisition costs necessary for roadway, utility, and drainage construction work along CSAH 17 (Lake Elmo Avenue), from 30th Street North to CSAH 14MN
Highway 5. 5.4. Actual right of way costs shall be determined at the conclusion of the acquisition process. The City shall be responsible to pay for the actual costs of the aforementioned acquisition costs. The final costs for construction will be based on actual unit prices and quantities used on each phase. in accordance with this agreement.
DESIGN, CONSTRUCTION INSPECTION/ADMINISTRATION SERVICES, & CONSTRUCTION COSTS 6.1. The City shall pay the County 91.2 percent of the cost invoiced to the County from the County’s consultant for PRELIMINARY DESIGN of Phase 1 of the project. The City shall pay the County 65.656.1 percent of the cost invoiced to the County from the County’s consultant for PRELIMINARY DESIGN of Phase 2 of the project.
7.2. The City shall pay the County 91.2 percent of the cost invoiced to the County from the County’s consultant for FINAL DESIGN of Phase 1 of the project. The City shall pay the County 65.656.1 percent of the cost invoiced to the County from the County’s consultant for FINAL DESIGN of Phase 2 of the project. 8.3. The City shall pay the County 91.2 percent of the cost invoiced to the County from the
County’s consultant for the CONSTRUCTION INSPECTION/ADMINISTRATION of Phase 1 of
the project. The City shall pay the County 65.656.1 percent of the cost invoiced to the County from the County’s consultant for the CONSTRUCTION INSPECTION/ADMINISTRATION of Phase 2 of the project. 4. The City shall pay the County an estimated 91.2 percent of the CONSTRUCTION COSTS for Phase 1 of the project as shown in Exhibit B. The City shall pay the County an estimated
65.656.1 percent of the CONSTRUCTION COSTS for Phase 2 of the project as shown in
Exhibit C. These percentages are subject to change based on actual construction costs. A Total Cost Summary is presented on Table 1. 9.5. The final costs for construction will be based on actual unit prices and quantities used on each phase.
Formatted: Superscript
Formatted: Font: (Default) Arial, 11 pt
Formatted: Normal, Numbered + Level: 1 +Numbering Style: 1, 2, 3, … + Start at: 1 +Alignment: Left + Aligned at: 0.25" + Indent
at: 0.5", Don't hyphenate
Formatted: Numbered + Level: 1 +Numbering Style: 1, 2, 3, … + Start at: 1 +Alignment: Left + Aligned at: 0.25" + Indentat: 0.5"
Formatted: Numbered + Level: 1 +
Numbering Style: 1, 2, 3, … + Start at: 1 +Alignment: Left + Aligned at: 0.25" + Indent
at: 0.5"
Formatted: Numbered + Level: 1 +Numbering Style: 1, 2, 3, … + Start at: 1 +Alignment: Left + Aligned at: 0.25" + Indentat: 0.5"
Formatted: Numbered + Level: 1 +Numbering Style: 1, 2, 3, … + Start at: 1 +
Alignment: Left + Aligned at: 0.25" + Indentat: 0.5"
Formatted: List Paragraph, No bullets ornumbering, Hyphenate
Formatted: Numbered + Level: 1 +
Numbering Style: 1, 2, 3, … + Start at: 1 +Alignment: Left + Aligned at: 0.25" + Indent
at: 0.5", Keep with next
Page 4 of 8
TABLE 1 – TOTAL COST SUMMARY
PHASE 1 COUNTY COST
ESTIMATE
CITY COST
ESTIMATE
TOTAL COST
ESTIMATE
Right-of-Way and Easements
Upper 33rd St. N, 36th St. N., and Laverne Ave (100% City Cost) N/AN/A $91,902.00$80,693.00 $91,902.00$80,693.00
Regional Drainage Pond (50% City Cost) $577,095.00$217,037.00 $577,095.00$217,037.00 $1,154,190.00$434,074.00
Preliminary Design (91.2% City Cost) $11,844.00$11,844.00 $119,756.00$119,756.00 $131,600.00$131,600.00
Final Design (91.2% City Cost) $21,011.00$21,011.00 $212,449.00$212,448.00 $233,460.00$233,460.00
MultiVista Photos $5,960.00 N/A $5,960.00
Precondition Survey (91.2% City Cost) $2,388.00 $24,745.00 $27,133.00
Construction Inspection/ Administration (91.2% City Cost)Construction
Inspection/ Administration (91.2% City
Cost)
$26,568.00$26,5
68.00
$268,632.00$268,6
32.00
$295,200.00$295,2
00.00
Construction (est. 91.2% City Cost)Construction (91.2% City Cost) $406,266.00$394,976.00 $4,262,335.00$4,054,523.00 $4,668,601.00$4,449,499.00
Phase 1 Total CostsPhase 1 Total
Costs
$1,051,132.00$671,436.00 $5,556,914.00$4,953,090.00 $6,608,046.00$5,624,526.00
PHASE 2 COUNTY COST
ESTIMATE CITY COST
ESTIMATE TOTAL COST
ESTIMATE
Right-of-Way and Easements
CSAH 17 ( Lake Elmo Ave) (55% City Cost) $128,142.00$128,142.00 $156,618.00$156,618.00 $284,760.00$284,760.00
30th St. N. (100% City Cost) N/AN/A $147,550.00$147,550.00 $147,550.00$147,550.00
35th St. N. & 36th St N. (100% City Cost) N/A $55,000.00 $55,000.00
Preliminary Design (56.1% City Cost)Preliminary Design (65.6% City Cost)
$83,147.00$65,154.00 $106,253.00$124,246.00 $189,400.00$189,400.00
Final Design (56.1% City Cost)Final Design (65.6% City Cost) $202,379.00$119,368.00 $258,621.00$227,632.00 $461,000.00$347,000.00
Precondition Survey Estimated
CostConstruction Inspection/
Administration (65.6% City Cost)
$17,173.00$67,080.00 $10,000.00$127,920.00 $27,173.00$195,000.00
Construction Inspection/ Administration (56.1% City Cost)Construction (65.6% City Cost)
$253,830.00$1,586,027.00 $324,370.00$3,037,394.00 $578,200.00$4,623,421.00
Construction (est. 56.1% City Cost) $2,703,607.00 $3,458,439.00 $6,162,046.00
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Left
Page 5 of 8
% Construction Contingency (est. 56.1% City Cost) $189,252.00 $242,091.00 $431,343.00
Phase 2 Total Costs $3,577,530.00$1,965,771.00 $4,758,942.00$3,821,360.00 $8,336,472.00$5,787,131.00
Total Project Costs $4,628,662.00$2,637,207.00 $10,315,856.00$8,774,450.00 $14,944,518.00$11,411,657.00
G. PAYMENT
1. After the County has awarded the construction contract for Phase 2, Exhibit C will be updated to
reflect the actual contractor’s unit prices and will submit a copy of the revised summary to the City. 1. Right of way, preliminary design, final design, construction inspection/administration and construction costs for the City’s cost share of Phase 1 and 2 projects shall be invoiced by the County to the City with no interest. The payment due dates are presented on Table 2.
2.
TABLE 2 – PAYMENT DUE DATES
Date Percentage Estimated Payment
January 15th, 2016 - PAID 10% of Estimated Phase 1 Total City Cost $498,866.35$495,309.00
June 15th, 2016 Remaining Estimated Phase 1 Total City Cost90% of Estimated Phase 1 Total City Cost $5,058,047.65*$4,457,781.00
January 15th, 2017 20% of Estimated Phase 2 Total City Cost $951,788.00$764,272.00
June 15th, 2017 80% of Estimated Phase 2 Total City Cost $3,807,154.00*$3,057,088.00 * A final invoice will be issued to the City for the City’s share of any costs incurred related to the project during the warranty period.
2. The City and County shall reconcile invoices and supporting documentation prior to the County submitting an invoice to the City. Once the reconciled invoice is submitted, the City shall pay the invoice in full within 30 daysThe City shall pay 100 percent of an invoice amount within 30 days of receipt.. IIf the City is 30 days late on any payment, the entire remaining amount due of the City’s cost share per phase, will be invoiced to the City with a payment date of September 15th (of the year of the missed payment).
3. The costs for Phase 1 reflect to-date construction costs plus an estimated cost to complete. 4. The costs for Phase 2 reflect the lowest responsible bid. Upon completion of Phase 2 construction, the County shall prepare a final cost participation summary and submit to the City. The County shall add to the City’s final construction costs, construction contract amendments, any necessary adjustments for liquidated damages, and deduct City funds previously advanced for the project by the City.
5. If the amount of the total of the payments made by the City pursuant to Section G is less than the actual cost to the City of its portion of the Project, the City agrees to pay the difference between the estimated amount paid by the City and the actual cost of the City’s portion of the project. 4. Upon completion of Phase 1 and Phase 2 the County shall prepare a final cost participation
Formatted: Left
Formatted: Left
Formatted: Left
Formatted: Font: (Default) Arial, 11 pt
Formatted: Normal, No bullets or numbering
Formatted: Normal
Formatted: Font: (Default) Arial, 11 pt
Formatted: Indent: Left: 0.5", No bullets or
numbering
Formatted: Normal, No bullets or numbering
Formatted: Font: (Default) Arial, 11 pt
Formatted Table
Formatted: Font: Bold
Formatted: Keep with next, Don't hyphenate
Formatted: Font: (Default) Arial, Not Bold,Font color: Auto
Formatted: Not Superscript/ Subscript
Formatted: Indent: Left: 0.5", No bullets or
numbering, Keep with next, Don't hyphenate
Formatted: Keep with next, Don't hyphenate
Formatted: Font: (Default) Arial, 11 pt
Formatted: Font: (Default) Arial, 11 pt
Formatted: Indent: Left: 0.5", No bullets ornumbering, Don't keep with next, Hyphenate
Formatted: Font: (Default) Arial, 11 pt
Page 6 of 8
summary which will be based upon the contract unit prices and the actual units of work performed and shall submit a copy of this summary to the City. The County shall add to the City’s final construction costs, construction contract amendments, any necessary adjustments for liquidated damages, and deduct City funds previously advanced for the project by the City. If the amount of the total of the payments made by the City pursuant to Section G is less than the actual cost to the City of its portion of the Project, the City agrees to pay the difference between the estimated amount paid by the City and the actual cost of the City’s portion of the project.
5.6. In the event that the City paid more in advance than the actual cost of the City’s portion of the project, the County shall refund without interest the amount to the City.
H. CHANGE ORDERS AND SUPPLEMENTAL AGREEMENTS
1. Any modifications or additions to the final approved plans and/or specifications of the City’s
portion of the project shall be made part of the construction contract through a written amendment to the construction contract, but only after concurrence by the City Administrator, and the cost for such changes shall be appropriated as set forth in Section F of this Agreement. 1. Any modifications or additions to the final approved plans and/or specifications shall be made part of the construction contract by change order or by supplemental agreement, and shall be paid for as set forth in Section G of this Agreement.
2. Through written request, the City may request changes to the final approved plans and/or specification. Any City request which is subsequently modified or added to the final approved plans and specifications shall be made by a written amendment to this agreement, shall be made part of the construction contract by change order or supplemental agreement, and shall be paid for wholly by the City.
I. LIQUIDATED DAMAGES
Any liquidated damage assessed the contractor in connection with the work performed on the project shall be shared by the City and the County in the following proportion: The respective total share of construction work to the total construction cost without any deduction for liquidated damages.
J. CIVIL RIGHTS AND NON-DISCRIMINATION
The provisions of Minn. Stat. 181.59 and of any applicable ordinance relating to civil rights and discrimination shall be considered part of this Agreement as if fully set further herein, and shall be part of any Agreement entered into by the parties with any contractor subcontractor, or
material suppliers.
K. INDEMNIFICATION
1. The City agrees that it will defend, indemnify and hold harmless the County against any and all liability, loss, damages, costs and expenses which the County may hereafter sustain, incur or be required to pay by reason of any negligent act by the City, its agents, officers or employees during the performance of this agreement. 2. The County agrees that it will defend, indemnify and hold harmless the City against any and all
liability, loss, damages, costs and expenses which the City may hereafter sustain, incur or be
required to pay by reason of any negligent act by the County, its agents, officers or employees during the performance of this agreement. 3. To the fullest extent permitted by law, actions by the parties to this Agreement are intended to be and shall be construed as a “cooperative activity” and it is the intent of the parties that they
Page 7 of 8
shall be deemed a “single governmental unit” for the purposes of liability, as set forth in Minnesota Statutes, Section 471.59, subd. 1a(b). The parties to this Agreement are not liable for the acts or omissions of another party to this Agreement except to the extent they have agreed in writing to be responsible for the acts or omissions of the other parties as provided for in Section 471.59, subd. 1a. 4. Each party’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466
and other applicable law. The parties agree that liability under this Agreement is controlled by Minnesota Statute 471.59, subdivision 1a and that the total liability for the parties shall not exceed the limits on governmental liability for a single unit of government as specified in 466.04, subdivision 1(a).
L. DATA PRIVACY
All data collected, created, received, maintained, or disseminated, or used for any purposes in the course of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes 1984, Section 13.01, et seq. or any other applicable state statutes and state rules adopted to implement the Act, as well as state statutes and federal regulations on data privacy.
M. CONDITIONS
The City shall not assess or otherwise recover any portion of its cost for this project through levy on County-owned property.
IN TESTIMONY WHEREOF the parties have duly executed this agreement by their duly authorized officers.
WASHINGTON COUNTY CITY OF LAKE ELMO Chair Date Mike Pearson Date Board of Commissioners Mayor Molly O’Rourke Date Dean ZulegerKristina Handt Date County Administrator City Administrator
Page 8 of 8
Approved as to form: Approved as to form:
Assistant County Attorney Date City Attorney Date
Page 1 of 7
WASHINGTON COUNTY
CONTRACT NO. 10196
DEPT. PUBLIC WORKS
DIVISION TRANSPORTATION
TERM SIGNATURE - COMPLETION
COOPERATIVE AGREEMENT BETWEEN THE CITY OF
LAKE ELMO AND WASHINGTON COUNTY FOR COUNTY STATE
AID HIGHWAY (CSAH 17) PHASES I & II
THIS AGREEMENT, by and between the City of Lake Elmo, a municipal corporation, herein after referred to as the "City", and
Washington County, a political subdivision of the State of Minnesota, hereinafter referred to as the
"County”, shall consist of this agreement, Exhibit A (Project Location Map), Exhibit B (Phase 1 Costs), and Exhibit C (Phase 2 Costs), “Washington County Cost Participation Policy #8001 for Cooperative
Highway Improvement Projects” which is incorporated into this agreement by reference.
WITNESSETH:
WHEREAS, the County reconstructed in 2015, as Phase 1 of this project, a portion of the City streets; Upper 33rd Street North, 36th Street North, and Laverne Avenue in downtown Lake Elmo as shown on
Exhibit A;
WHEREAS, the County intends to reconstruct in 2016, as Phase 2 of this project, CSAH 17 (Lake Elmo
Avenue) from County State Aid Highway 14 (Old Trunk Highway 5) to 30th Street and a portion of 30th Street North, 36th Street west of CSAH 17, 35th Street west of CSAH 17, and 34th Street west of CSAH
17 in the downtown Lake Elmo as shown on Exhibit A; and
WHEREAS, the right of way, preliminary design, final design, construction inspection/administration
and construction cost estimates for Phase 1 have been prepared by the County and the City will
participate in these costs as summarized in Section F of this cooperative agreement; and
WHEREAS, the right of way, preliminary design, final design, construction inspection/administration
and construction cost estimates for Phase 2 has been prepared by the County and the City will participate in these costs as summarized in Section F of this cooperative agreement; and
WHEREAS, the City desires to use local and state aid funds for these improvements, the State Aid Project number for Laverne Ave is SAP 201-106-001, the City Project number is 2014-137, the State
Aid Project number for 30th Street is SAP 206-108-002; and WHEREAS, the County desires to use local and state aid funds for these improvements, the State Aid
Project number for CSAH 17 (Lake Elmo Avenue) is SAP 082-617-007, and 082-617-013; and
WHEREAS, a cooperative effort between the City and County is the appropriate method to facilitate the
right of way acquisition, preliminary and final design, construction inspection/administration and construction cost; and
WHEREAS, this Agreement is made pursuant to statutory authority contained in Minnesota Statute 162.17 sub.1 and Minnesota Statute 471.59.
NOW THEREFORE, IT IS HEREBY MUTUALLY AGREED AS FOLLOWS:
A. PURPOSE
1. The purpose of this agreement is set forth in the above whereas clauses which are all
incorporated by reference as if fully set forth herein.
2. The Parties agree that Agreement No. 10196 terminates and supersedes Cooperative
Agreement No. 9660 between the Parties, dated June 23, 2015 which superseded and terminated Cooperative Agreement No. 9155.
Page 2 of 7
B. PLANS AND SPECIFICATION PREPARATION
The County shall be responsible for the preparation of the necessary plans and specifications,
including compliance with Minnesota State Aid requirements and all other applicable standards and policies and obtaining all approvals required in arriving at the bid specifications for all
components of this project.
C. RIGHT OF WAY AND EASEMENTS
1. The County shall acquire all permanent right-of-way, permanent easements, and temporary
construction easements. All permanent rights-of-way, permanent easements, and temporary construction easements will be acquired in the name of the County.
2. Any rights-of-way, permanent easements, and temporary construction easements that cannot be obtained through negotiation will be acquired by the County through eminent domain
proceedings.
3. Upon completion of the project, title to permanent right-of-way for and adjacent to City streets
and permanent easements for storm water storage and water quality treatment within the City will be conveyed to the City.
D. ADVERTISEMENT AND AWARD OF CONTRACT
1. After plans and specifications for all components of this project have been approved, all permits
and approvals have been obtained, and any necessary rights-of-way and easements have been acquired, the County shall advertise for construction bids or quotes.
2. Once bids are received, the City will be given the opportunity to review and evaluate the bid and provide City Council concurrence on the approval of the bids. Once City concurrence is
provided, the County shall award the contract to the lowest responsible bidder.
E. CONSTRUCTION ADMINISTRATION, OBSERVATION, AND TESTING
1. Construction administration, inspection, observation, and testing for the project will be performed by the County’s contracted consultant.
F. COST PARTICIPATION ITEMS AND ESTIMATED COSTS
The estimated cost participation breakdown is in accordance with “Washington County Cost
Participation Policy #8001 for Cooperative Highway Improvement Projects”, which is
incorporated into this agreement by reference.
RIGHT OF WAY & EASEMENTS
1. The City shall pay to the County 100 percent of the cost of all permanent right-of-way, permanent utility and/or drainage easements, temporary slope easements, title work costs,
appraisal costs, relocation specialist costs, relocation costs, condemnation commissioner costs,
and all pertinent acquisition costs necessary for roadway, utility, and drainage construction work on 30th Street North, Upper 33rd Street North, 35th Street North, 36th Street North, and Laverne
Avenue.
2. The City shall pay to the County 50 percent of the cost of all permanent right-of-way, permanent
utility and/or drainage easements, temporary slope easements, title work costs, appraisal costs, relocation specialist costs, relocation costs, condemnation commissioner costs, and all pertinent acquisition costs necessary for construction work on the regional drainage pond.
Page 3 of 7
3. The City shall pay to the County 55 percent of the cost of all permanent right-of-way, permanent utility and/or drainage easements, temporary construction easements, title work costs, appraisal
costs, relocation specialist costs, relocation costs, condemnation commissioner costs, and all
pertinent acquisition costs necessary for roadway, utility, and drainage construction work along CSAH 17 (Lake Elmo Avenue), from 30th Street North to CSAH 14.
4. Actual right of way costs shall be determined at the conclusion of the acquisition process. The City shall be responsible to pay for the actual costs of the aforementioned acquisition costs in
accordance with this agreement.
DESIGN, CONSTRUCTION INSPECTION/ADMINISTRATION SERVICES, &
CONSTRUCTION COSTS
1. The City shall pay the County 91.2 percent of the cost invoiced to the County from the County’s consultant for PRELIMINARY DESIGN of Phase 1 of the project. The City shall pay the County
56.1 percent of the cost invoiced to the County from the County’s consultant for PRELIMINARY DESIGN of Phase 2 of the project.
2. The City shall pay the County 91.2 percent of the cost invoiced to the County from the County’s consultant for FINAL DESIGN of Phase 1 of the project. The City shall pay the County 56.1
percent of the cost invoiced to the County from the County’s consultant for FINAL DESIGN of
Phase 2 of the project.
3. The City shall pay the County 91.2 percent of the cost invoiced to the County from the County’s
consultant for the CONSTRUCTION INSPECTION/ADMINISTRATION of Phase 1 of the project. The City shall pay the County 56.1 percent of the cost invoiced to the County from the
County’s consultant for the CONSTRUCTION INSPECTION/ADMINISTRATION of Phase 2 of
the project.
4. The City shall pay the County an estimated 91.2 percent of the CONSTRUCTION COSTS for Phase 1 of the project as shown in Exhibit B. The City shall pay the County an estimated 56.1 percent of the CONSTRUCTION COSTS for Phase 2 of the project as shown in Exhibit C.
These percentages are subject to change based on actual construction costs. A Total Cost Summary is presented on Table 1.
5. The final costs for construction will be based on actual unit prices and quantities used on each phase.
Page 4 of 7
TABLE 1 – TOTAL COST SUMMARY
PHASE 1 COUNTY COST
ESTIMATE CITY COST
ESTIMATE TOTAL COST
ESTIMATE
Right-of-Way and Easements
Upper 33rd St. N, 36th St. N., and
Laverne Ave (100% City Cost)N/A $91,902.00 $91,902.00
Regional Drainage Pond (50% City Cost)$577,095.00 $577,095.00 $1,154,190.00
Preliminary Design (91.2% City Cost) $11,844.00 $119,756.00 $131,600.00
Final Design (91.2% City Cost) $21,011.00 $212,449.00 $233,460.00
MultiVista Photos $5,960.00 N/A $5,960.00
Precondition Survey (91.2% City Cost) $2,388.00 $24,745.00 $27,133.00
Construction Inspection/ Administration (91.2% City Cost) $26,568.00 $268,632.00 $295,200.00
Construction (est. 91.2% City Cost) $406,266.00 $4,262,335.00 $4,668,601.00
Phase 1 Total Costs $1,051,132.00 $5,556,914.00 $6,608,046.00
PHASE 2 COUNTY COST
ESTIMATE
CITY COST
ESTIMATE
TOTAL COST
ESTIMATE
Right-of-Way and Easements
CSAH 17 ( Lake Elmo Ave)
(55% City Cost)$128,142.00 $156,618.00 $284,760.00
30th St. N. (100% City Cost) N/A $147,550.00 $147,550.00
35th St. N. & 36th St N. (100% City
Cost)N/A $55,000.00 $55,000.00
Preliminary Design (56.1% City Cost) $83,147.00 $106,253.00 $189,400.00
Final Design (56.1% City Cost) $202,379.00 $258,621.00 $461,000.00
Precondition Survey Estimated Cost $17,173.00 $10,000.00 $27,173.00
Construction Inspection/ Administration (56.1% City Cost) $253,830.00 $324,370.00 $578,200.00
Construction (est. 56.1% City Cost) $2,703,607.00 $3,458,439.00 $6,162,046.00
% Construction Contingency (est. 56.1% City Cost) $189,252.00 $242,091.00 $431,343.00
Phase 2 Total Costs $3,577,530.00 $4,758,942.00 $8,336,472.00
Total Project Costs $4,628,662.00 $10,315,856.00 $14,944,518.00
G. PAYMENT
1. Right of way, preliminary design, final design, construction inspection/administration and
construction costs for the City’s cost share of Phase 1 and 2 projects shall be invoiced by the County to the City with no interest. The payment due dates are presented on Table 2.
Page 5 of 7
TABLE 2 – PAYMENT DUE DATES
Date Percentage Estimated Payment
January 15th, 2016 - PAID 10% of Estimated Phase 1 Total City Cost $498,866.35
June 15th, 2016 Remaining Estimated Phase 1 Total City
Cost $5,058,047.65*
January 15th, 2017 20% of Estimated Phase 2 Total City Cost $951,788.00
June 15th, 2017 80% of Estimated Phase 2 Total City Cost $3,807,154.00*
* A final invoice will be issued to the City for the City’s share of any costs incurred related to
the project during the warranty period.
2. The City and County shall reconcile invoices and supporting documentation prior to the County
submitting an invoice to the City. Once the reconciled invoice is submitted, the City shall pay the invoice in full within 30 days. If the City is 30 days late on any payment, the entire remaining
amount due of the City’s cost share per phase, will be invoiced to the City with a payment date
of September 15th (of the year of the missed payment).
3. The costs for Phase 1 reflect to-date construction costs plus an estimated cost to complete.
4. The costs for Phase 2 reflect the lowest responsible bid. Upon completion of Phase 2
construction, the County shall prepare a final cost participation summary and submit to the City.
The County shall add to the City’s final construction costs, construction contract amendments, any necessary adjustments for liquidated damages, and deduct City funds previously advanced
for the project by the City.
5. If the amount of the total of the payments made by the City pursuant to Section G is less than
the actual cost to the City of its portion of the Project, the City agrees to pay the difference between the estimated amount paid by the City and the actual cost of the City’s portion of the project.
6. In the event that the City paid more in advance than the actual cost of the City’s portion of the
project, the County shall refund without interest the amount to the City.
H. CHANGE ORDERS AND SUPPLEMENTAL AGREEMENTS
1. Any modifications or additions to the final approved plans and/or specifications of the City’s portion of the project shall be made part of the construction contract through a written
amendment to the construction contract, but only after concurrence by the City Administrator,
and the cost for such changes shall be appropriated as set forth in Section F of this Agreement.
I. LIQUIDATED DAMAGES
Any liquidated damage assessed the contractor in connection with the work performed on the project shall be shared by the City and the County in the following proportion: The respective
total share of construction work to the total construction cost without any deduction for liquidated
damages.
J. CIVIL RIGHTS AND NON-DISCRIMINATION
The provisions of Minn. Stat. 181.59 and of any applicable ordinance relating to civil rights and
discrimination shall be considered part of this Agreement as if fully set further herein, and shall
be part of any Agreement entered into by the parties with any contractor subcontractor, or material suppliers.
Page 6 of 7
K. INDEMNIFICATION
1. The City agrees that it will defend, indemnify and hold harmless the County against any and all
liability, loss, damages, costs and expenses which the County may hereafter sustain, incur or be
required to pay by reason of any negligent act by the City, its agents, officers or employees during the performance of this agreement.
2. The County agrees that it will defend, indemnify and hold harmless the City against any and all liability, loss, damages, costs and expenses which the City may hereafter sustain, incur or be
required to pay by reason of any negligent act by the County, its agents, officers or employees
during the performance of this agreement.
3. To the fullest extent permitted by law, actions by the parties to this Agreement are intended to
be and shall be construed as a “cooperative activity” and it is the intent of the parties that they shall be deemed a “single governmental unit” for the purposes of liability, as set forth in
Minnesota Statutes, Section 471.59, subd. 1a(b). The parties to this Agreement are not liable for the acts or omissions of another party to this Agreement except to the extent they have agreed
in writing to be responsible for the acts or omissions of the other parties as provided for in
Section 471.59, subd. 1a.
4. Each party’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466
and other applicable law. The parties agree that liability under this Agreement is controlled by Minnesota Statute 471.59, subdivision 1a and that the total liability for the parties shall not exceed
the limits on governmental liability for a single unit of government as specified in 466.04,
subdivision 1(a).
L. DATA PRIVACY
All data collected, created, received, maintained, or disseminated, or used for any purposes in
the course of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes 1984, Section 13.01, et seq. or any other applicable state statutes and state rules adopted to implement the Act, as well as state statutes and federal regulations on data
privacy.
M. CONDITIONS
The City shall not assess or otherwise recover any portion of its cost for this project through levy
on County-owned property.
IN TESTIMONY WHEREOF the parties have duly executed this agreement by their duly authorized
Page 7 of 7
officers.
WASHINGTON COUNTY CITY OF LAKE ELMO
Chair Date Mike Pearson Date Board of Commissioners Mayor
Molly O’Rourke Date Kristina Handt Date
County Administrator City Administrator
Approved as to form: Approved as to form:
Assistant County Attorney Date City Attorney Date
GqWX
GoWX
GnWX
GoWX
WESTLAKELANDTOWNSHIP
LAKEELMO
BAYTOWNTOWNSHIP
40TH ST N
STILLWATERBLVDNLAKEELMOAVEN3 3 R D S T N
31ST ST N
3 5 T H S T N
KRAFT CIR N3 4 T H S T N
M
A
N
N
I
N
G
A
V
E
N
32ND ST N
43RD ST N
LAMPERTAVEN39TH ST N
LAYTONAVENLISBONAVENUE
C
T
N27TH ST NLEGIONAVEN MCFAIRAVENLISBONAVEN MANNINGAVENLAKEELMOAVENLITTLEBLUESTEMTRLNLAVERNE CT NLANGLEYCTN30TH ST N
36TH ST N
U P P E R 3 3 R D S T N
L
A
V
ER
NEAVEN8
This map is the result of a compilationand reproduction of land records as they appear in various Washington County offices.This map should be used for referencepurposes only. Washington County is not responsible for any inaccuracies.
Project Phases
Phase 1
Phase 2
0 0.25 0.50.125
Miles
Lake Elmo Avenue (CSAH 17) - City of Lake ElmoEXHIBIT A
Regional Drainage Pond
Cost Split Phase 1_Post Construction.xlsx
2021.501 MOBILIZATION LUMP SUM $205,000.00 1.0000 $205,000.00 0.09 $19,096.48 0.15 $31,293.85 0.00 $894.00 0.75 $153,715.67
2101.501 CLEARING ACRE $2,400.00 1.90 $4,560.00 1.90 $4,560.002101.502 CLEARING TREE $265.00 43 $11,395.00 24 $6,360.00 19 $5,035.002101.506 GRUBBING ACRE $2,400.00 1.90 $4,560.00 1.90 $4,560.002101.507 GRUBBING TREE $265.00 43 $11,395.00 24 $6,360.00 19 $5,035.00
2104.501 REMOVE WATER MAIN LIN FT $9.90 1982 $19,621.80 1982 $19,621.802104.501 REMOVE WATER SERVICE PIPE LIN FT $12.00 606 $7,272.00 606 $7,272.002104.501 REMOVE PIPE CULVERTS LIN FT $12.90 256 $3,302.40 143 $1,844.70 113 $1,457.702104.501 REMOVE CURB & GUTTER LIN FT $3.00 361 $1,083.00 249 $747.00 112 $336.002104.501 REMOVE RAILROAD TRACK LIN FT $11.85 220 $2,607.00 220 $2,607.002104.503 REMOVE SIDEWALK SQ FT $1.05 917 $962.85 414 $434.70 503 $528.152104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $5.65 395 $2,231.75 197 $1,113.05 198 $1,118.702104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $2.95 870 $2,566.50 400 $1,180.00 470 $1,386.502104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.75 10292 $18,011.00 4200 $7,350.00 6092 $10,661.002104.509 REMOVE CONCRETE HEADWALL EACH $485.00 1 $485.00 1 $485.002104.509 REMOVE GATE VALVE & BOX EACH $520.00 9 $4,680.00 9 $4,680.002104.509 REMOVE CURB STOP & BOX EACH $208.50 15 $3,127.50 15 $3,127.502104.509 REMOVE HYDRANT & VALVE ASSEMBLY EACH $1,300.00 3 $3,900.00 3 $3,900.002104.509 REMOVE SIGN TYPE C EACH $48.00 26 $1,248.00 20 $960.00 6 $288.002104.509 REMOVE SIGN TYPE SPECIAL EACH $106.65 3 $319.95 3 $319.95
2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $4.50 174 $783.00 38 $171.00 136 $612.002104.513 SAWING BIT PAVEMENT (FULL DEPTH)LIN FT $2.80 1102 $3,085.60 442 $1,237.60 660 $1,848.002104.521 SALVAGE CHAIN LINK FENCE LIN FT $13.50 148 $1,998.00 88 $1,188.00 60 $810.00
2104.603 ABANDON WATER MAIN LIN FT $28.00 127 $3,556.00 127 $3,556.00
2106.607 EXCAVATION - COMMON CU YD $8.65 13211 $114,275.15 2731 $23,623.15 10480 $90,652.002106.607 EXCAVATION - SUBGRADE CU YD $10.50 6263 $65,761.50 3611 $37,915.50 2652 $27,846.002106.607 EXCAVATION - CHANNEL AND POND CU YD $10.70 114733 $1,227,643.10 35024.46 $374,761.68 79709 $852,881.422106.607 EXCAVATION - SPECIAL (EV)CU YD $10.30 10000 $103,000.00 10000 $103,000.002106.607 COMMON EMBANKMENT (CV)CU YD $4.10 8369 $34,312.90 666 $2,730.60 7703 $31,582.302106.607 SELECT GRANULAR EMBANKMENT (CV)CU YD $18.25 5808 $105,996.00 3924 $71,613.00 1884 $34,383.00
2118.607 AGGREGATE SURFACING (CV) CLASS 6 CU YD $27.50 1600 $44,000.00 15 $412.50 1585 $43,587.50
2123.501 COMMON LABORER HOUR $85.00 70 $5,950.00 20 $1,700.00 50 $4,250.002123.514 3 CY FRONT END LOADER HOUR $155.00 10 $1,550.00 3 $465.00 7 $1,085.002123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR $145.00 200 $29,000.00 50 $7,250.00 150 $21,750.002123.610 3 CY BACKHOE HOUR $180.00 15 $2,700.00 5 $900.00 10 $1,800.00
2123.610 SKID STEER HOUR $120.00 40 $4,800.00 10 $1,200.00 30 $3,600.002123.610 TRACTOR MOUNTED BACKHOE HOUR $140.00 10 $1,400.00 4 $560.00 6 $840.00
2211.503 AGGREGATE BASE (CV) CLASS 6 CY YD $23.00 3461 $79,603.00 1137 $26,151.00 2324 $53,452.00
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON $80.00 87.16 $6,972.80 87 $6,972.802360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TON $64.00 1448 $92,672.00 802 $51,328.00 646 $41,344.002360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON $64.00 1071.44 $68,572.16 802 $51,328.00 269 $17,244.162360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (WEDGE)TON $118.40 141.64 $16,770.18 74 $8,718.98 68 $8,051.202360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 3.0" THICK SQ YD $21.35 870 $18,574.50 259 $5,529.65 611 $13,044.852411.603 CONCRETE STEPS LIN FT $120.00 74.50 $8,940.00 38 $4,500.00 37 $4,440.002451.603 CRUSHED ROCK PIPE FOUNDATION (CV)LIN FT $15.45 2403.00 $37,126.35 2403 $37,126.35
2501.515 60" RC PIPE APRON EACH $1,575.00 1 $1,575.00 1.00 $1,575.002501.515 24" RC PIPE APRON EACH $605.00 1 $605.00 1 $605.002501.515 36" RC PIPE APRON EACH $890.00 1 $890.00 1 $890.002501.602 BULKHEAD CULVERT EACH $535.00 4 $2,140.00 4 $2,140.002501.602 TRASH GUARD FOR 24" PIPE APRON EACH $310.00 1 $310.00 1 $310.00
2502.541 4" PERF PE PIPE DRAIN LIN FT $8.55 1120 $9,576.00 800 $6,840.00 320 $2,736.00
2503.511 8" PVC PIPE SEWER (SDR 26)LIN FT $64.15 4012 $257,369.80 4012 $257,369.802503.541 12" RC PIPE SEWER DES 3006 CL V LIN FT $34.00 291 $9,894.00 253 $8,602.00 38 $1,292.002503.541 15" RC PIPE SEWER DES 3006 CL V LIN FT $31.75 457 $14,509.75 157 $4,984.75 300 $9,525.002503.541 18" RC PIPE SEWER DES 3006 CL V LIN FT $34.00 341 $11,594.00 294 $9,996.00 47 $1,598.002503.541 21" RC PIPE SEWER DES 3006 CL II LIN FT $35.00 181 $6,335.00 181 $6,335.002503.541 24" RC PIPE SEWER DES 3006 CL II LIN FT $36.00 229 $8,244.00 118 $4,248.00 111 $3,996.002503.541 27" RC PIPE SEWER DES 3006 CL II LIN FT $38.20 271 $10,352.20 271 $10,352.202503.541 27" RC PIPE SEWER DES 3006 CL III LIN FT $42.00 118 $4,956.00 118 $4,956.002503.541 30" RC PIPE SEWER DES 3006 CL II LIN FT $46.75 350 $16,362.50 179 $8,368.25 171 $7,994.252503.541 36" RC PIPE SEWER DES 3006 CL II LIN FT $52.95 475 $25,151.25 475 $25,151.252503.541 42" RC PIPE SEWER DES 3006 CL II LIN FT $75.50 348 $26,274.00 348 $26,274.002503.541 42" RC PIPE SEWER DES 3006 CL III LIN FT $84.25 98 $8,256.50 98 $8,256.502503.541 54" RC PIPE SEWER DES 3006 CL II LIN FT $115.00 396 $45,540.00 396 $45,540.002503.541 60" RC PIPE SEWER DES 3006 CL II LIN FT $132.50 796 $105,470.00 796 $105,470.002503.541 60" RC PIPE SEWER DES 3006 CL II- IN CASING LIN FT $160.00 100 $16,000.00 100 $16,000.002503.602 CONNECT TO EXISTING SANITARY SEWER MANHOLE EACH $6,950.00 1 $6,950.00 1 $6,950.002503.602 CONSTRUCT 8" OUTSIDE DROP EACH $2,000.00 1 $2,000.00 1 $2,000.00
UNIT COST
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED
COST
SAP 082-617-007 (REGIONAL
DRAINAGE)
SAP 206-106-001 (CITY'S STATE AID NUMBER)
ROADWAY DRAINAGE LANDSCAPING/LIGHTING
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TAB ITEM NO.ITEM DESCRIPTION UNIT
TOTAL ESTIMATED
QUANTITY
CP 2014-137 (NON-PARTICIPATING CITY ITEMS)
ROADWAY/UTILITY
EXHIBIT B
Cost Split Phase 1_Post Construction.xlsx
UNIT COST
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED
COST
SAP 082-617-007 (REGIONAL
DRAINAGE)
SAP 206-106-001 (CITY'S STATE AID NUMBER)
ROADWAY DRAINAGE LANDSCAPING/LIGHTING
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TAB ITEM NO.ITEM DESCRIPTION UNIT
TOTAL ESTIMATED
QUANTITY
CP 2014-137 (NON-PARTICIPATING CITY ITEMS)
ROADWAY/UTILITY
2503.602 8"X4" PVC WYE (SCH 40)EACH $100.00 9 $900.00 9 $900.002503.602 8"X6" PVC WYE (SCH 40)EACH $150.00 27 $4,050.00 27 $4,050.002503.603 4" PVC SANITARY SERVICE PIPE (SCH 40)LIN FT $19.00 380 $7,220.00 380 $7,220.002503.603 6" PVC SANITARY SERVICE PIPE (SCH 40)LIN FT $21.50 1001 $21,521.50 1001 $21,521.502503.603 TELEVISING LIN FT $0.65 4286 $2,785.90 4286 $2,785.902503.603 36" STEEL CASING PIPE (JACKED/AUGURED)LIN FT $605.00 100 $60,500.00 100 $60,500.002503.603 86" STEEL CASING PIPE (JACKED/AUGURED)LIN FT $2,456.60 100 $245,660.00 100 $245,660.002503.608 DUCTILE IRON FITTINGS POUND $6.55 6428 $42,103.40 6428 $42,103.40
2504.601 IRRIGATION SYSTEM LUMP SUM $15,500.002504.601 TEMPORARY WATER SERVICE LUMP SUM $24,650.00 1 $24,650.00 1 $24,650.002504.602 CONNECT TO EXISTING WATER MAIN EACH $1,175.00 7 $8,225.00 7 $8,225.002504.602 CONNECT TO EXISTING WATER SERVICE EACH $250.00 18 $4,500.00 18 $4,500.002504.602 HYDRANT EACH $4,065.00 8 $32,520.00 8 $32,520.002504.602 1" CORPORATION STOP EACH $126.50 16 $2,024.00 16 $2,024.002504.602 2" CORPORATION STOP EACH $435.00 5 $2,175.00 5 $2,175.002504.602 1" CURB STOP & BOX EACH $225.00 15 $3,375.00 15 $3,375.002504.602 2" CURB STOP AND BOX EACH $475.00 5 $2,375.00 5 $2,375.002504.602 16" BUTTERFLY VALVE & BOX EACH $2,575.00 3 $7,725.00 3 $7,725.002504.602 6" GATE VALVE & BOX EACH $1,450.00 12 $17,400.00 12 $17,400.002504.602 8" GATE VALVE & BOX EACH $1,925.00 3 $5,775.00 3 $5,775.002504.602 12" GATE VALVE & BOX EACH $3,200.002504.603 6" WATER MAIN DUCTILE IRON CL 52 LIN FT $44.00 325 $14,300.00 325 $14,300.002504.603 8" WATER MAIN DUCTILE IRON CL 52 LIN FT $64.85 223 $14,461.55 223 $14,461.552504.603 12" WATER MAIN DUCTILE IRON CL 52 LIN FT $150.002504.603 16" WATER MAIN DUCTILE IRON CL 52 LIN FT $79.25 1727 $136,864.75 1727 $136,864.752504.603 16" WATER MAIN DUCTILE IRON CL 52 (IN CASING)LIN FT $102.00 100 $10,200.00 100 $10,200.002504.603 1" TYPE K COPPER PIPE LIN FT $23.90 525 $12,547.50 525 $12,547.502504.603 2" TYPE K COPPER PIPE LIN FT $36.25 96 $3,480.00 96 $3,480.002504.604 4" POLYSTYRENE INSULATION SQ YD $36.00 61 $2,196.00 61 $2,196.00
2506.501 CONST DRAINAGE STRUCTURE TYPE 402 LIN FT $340.00 9.35 $3,179.00 9 $3,179.002506.501 CONST DRAINAGE STRUCTURE TYPE 404 LIN FT $888.00 38.73 $34,392.24 30 $26,400.24 9 $7,992.002506.501 CONST DRAINAGE STRUCTURE TYPE 405-120"LIN FT $975.00 16.23 $15,824.25 16 $15,824.252506.501 CONST DRAINAGE STRUCTURE TYPE 406-48"LIN FT $545.00 58.24 $31,740.80 35 $19,205.80 23 $12,535.002506.501 CONST DRAINAGE STRUCTURE TYPE 406-54"LIN FT $900.00 6.95 $6,255.00 7 $6,255.002506.501 CONST DRAINAGE STRUCTURE TYPE 406-66"LIN FT $228.00 22.38 $5,102.64 22 $5,102.642506.501 CONST DRAINAGE STRUCTURE TYPE 406-78"LIN FT $560.00 7.57 $4,239.20 8 $4,239.202506.501 CONST DRAINAGE STRUCTURE TYPE 406-84"LIN FT $470.00 26.62 $12,511.40 27 $12,511.402506.501 CONST DRAINAGE STRUCTURE TYPE 408-84"LIN FT $320.00 13.80 $4,416.00 14 $4,416.002506.501 CONST DRAINAGE STRUCTURE TYPE 408-96"LIN FT $380.00 28.69 $10,902.20 29 $10,902.202506.501 CONST DRAINAGE STRUCTURE TYPE 408-120"LIN FT $755.00 13.00 $9,815.00 13 $9,815.002506.501 CONST DRAINAGE STRUCTURE TYPE 409-60"LIN FT $390.00 6.38 $2,488.20 6 $2,488.202506.501 CONST DRAINAGE STRUCTURE TYPE 409-72"LIN FT $670.00 4.11 $2,753.70 4 $2,753.702506.501 CONST DRAINAGE STRUCTURE DES SD-48 LIN FT $480.00 7.09 $3,403.20 7 $3,403.202506.501 CONST DRAINAGE STRUCTURE DES SD-60 LIN FT $505.00 24.22 $12,231.10 19 $9,706.10 5 $2,525.002506.501 CONST DRAINAGE STRUCTURE DES SD-72 LIN FT $485.002506.501 CONST DRAINAGE STRUCTURE DES SD-96 LIN FT $915.00 5.44 $4,977.60 5 $4,977.602506.502 CONST DRAINAGE STRUCTURE DES SPECIAL 1 EACH $4,350.00 1 $4,350.00 1 $4,350.002506.601 SANITARY SEWER MANHOLE (EXTRA DEPTH)LIN FT $135.00 128.59 $17,359.65 129 $17,359.652506.603 SANITARY SEWER MANHOLE (0'-10)EACH $2,250.00 15 $33,750.00 15 $33,750.00
2511.501 RANDOM RIPRAP CLASS III CU YD $105.00 27 $2,835.00 27 $2,835.002511.501 RANDOM RIPRAP CLASS IV CU YD $105.00 40 $4,200.00 40 $4,200.002511.515 GEOTEXTILE FILTER TYPE IV SQ YD $1.75 110 $192.50 110 $192.50
2521.501 5" CONCRETE WALK SQ FT $4.70 14171 $66,603.70 8800 $41,360.00 5371 $25,243.702531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $16.00 3768 $60,288.00 2689 $43,024.00 1079 $17,264.002531.501 CONCRETE CURB & GUTTER DESIGN D418 LIN FT $21.50 392 $8,428.00 392 $8,428.002531.501 CONCRETE CURB & GUTTER DEISGN SPECIAL 1 LIN FT $17.75 666 $11,821.50 666 $11,821.502531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $50.75 527.5 $26,770.63 397 $20,122.38 131 $6,648.252531.507 6" CONCRETE DRIVEWAY PAVEMENT - HIGH EARLY SQ YD $54.75 241 $13,194.75 241 $13,194.752531.603 PEDESTRIAN CURB RAMP EACH $586.50 6 $3,519.00 3 $1,759.50 3 $1,759.50
2531.618 TRUNCATED DOMES SQ FT $58.65 170 $9,970.50 71 $4,164.15 99 $5,806.35
2540.602 SALVAGE AND REINSTALL MAILBOX EACH $160.00 13 $2,080.00 12 $1,920.00 1 $160.002540.618 CONCRETE PAVERS - PERMEABLE SQ FT $19.202557.603 INSTALL CHAIN LINK FENCE LIN FT $11.35 125 $1,418.75 65 $737.75 60 $681.00
2563.601 TRAFFIC CONTROL LUMP SUM $12,000.00 1.00 $12,000.00 0.09 $1,117.84 0.15 $1,831.83 0.00 $52.33 0.75 $8,997.992563.601 TRAFFIC CONTROL (RR FLAGGING)LUMP SUM $16,500.00 1 $16,500.00 1 $16,500.00
2564.552 OFF ROAD STRUCTURE MARKER EACH $53.30 4 $213.20 4 $213.202564.531 SIGN PANELS TYPE C SQ FT $48.00 113 $5,424.00 78 $3,744.00 35 $1,680.002534.531 SIGN PANELS TYPE SPECIAL SQ FT $62.40 18 $1,123.20 18 $1,123.20
2571.502 DECIDUOUS TREE 2.5" CAL B&B TREE $455.00 17 $7,735.00 17 $7,735.002571.503 ORNAMENTAL TREE 8' HT CONT TREE $426.50 23 $9,809.50 23 $9,809.502571.504 CONIFEROUS SHRUB 3' HT CONT SHRUB $96.00
EXHIBIT B
Cost Split Phase 1_Post Construction.xlsx
UNIT COST
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED
COST
SAP 082-617-007 (REGIONAL
DRAINAGE)
SAP 206-106-001 (CITY'S STATE AID NUMBER)
ROADWAY DRAINAGE LANDSCAPING/LIGHTING
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TAB ITEM NO.ITEM DESCRIPTION UNIT
TOTAL ESTIMATED
QUANTITY
CP 2014-137 (NON-PARTICIPATING CITY ITEMS)
ROADWAY/UTILITY
2571.505 DECIDOUS SHRUB 4' HT CONT SHRUB $74.652571.507 PERENNIAL NO 3 CONT PLANT $51.20
2573.502 SILT FENCE, TYPE MS LIN FT $2.00 800 $1,600.00 800 $1,600.002573.530 STORM DRAIN INLET PROTECTION EACH $185.00 27 $4,995.00 13 $2,405.00 14 $2,590.002573.533 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT $2.00 3600 $7,200.00 2000 $4,000.00 1600 $3,200.002573.530 STABILIZED CONSTRUCTION EXIT LUMP SUM $6,500.00 1 $6,500.00 1 $3,250.00 1 $3,250.002573.560 CULVERT END CONTROLS EACH $245.00 1 $245.00 1 $245.002574.508 FERTILIZER TYPE 4 POUND $0.53 874 $463.22 874 $463.222575.501 SEEDING ACRE $133.00 7 $931.00 7 $931.002575.502 SEED MIXTURE 33-261 POUND $21.05 360 $7,578.00 360 $7,578.002575.502 SEED MIXTURE 35-221 POUND $19.90 55 $1,094.50 55 $1,094.502575.502 SEED MIXTURE 35-241 POUND $16.00 60 $960.00 60 $960.002575.505 SODDING TYPE LAWN SQ YD $5.10 3269 $16,671.90 2698 $13,759.80 571 $2,912.102575.523 EROSION CONTROL BLANKETS CATEGORY 00 SQ YD $1.35 21631 $29,201.85 21631 $29,201.852575.523 EROSION CONTROL BLANKETS CATEGORY 4 SQ YD $1.45 9973 $14,460.85 9973 $14,460.852575.562 HYDRAULIC MATRIX TYPE MULCH POUND $0.85 3486 $2,963.10 1176 $999.60 2310 $1,963.50
2582.502 4" SOLID LINE WHITE - EPOXY LIN FT $0.50 994 $497.00 589 $294.50 405 $202.502582.502 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT $1.00 2350 $2,350.00 1543 $1,543.00 807 $807.002582.503 CROSSWALK MARKING - POLY PREFORM - GR IN SQ FT $18.75 414 $7,762.50 270 $5,062.50 144 $2,700.00
1
$3,864.00 1.00 $3,864.00 1.00 $3,864.00
$4,750.00 1.00 $4,750.00 1.00 $4,750.00
$11,844.00 1.00 $11,844.00 1.00 $11,844.00
$119,756.00 1.00 $119,756.00 0.16 $19,298.23 0.00 $551.31 0.83 $99,906.45
$21,011.00 1.00 $21,011.00 1.00 $21,011.00
$212,449.00 1.00 $212,449.00 0.16 $34,235.37 0.00 $978.04 0.83 $177,235.60
$26,568.00 1.00 $26,568.00 1.00 $26,568.00
$268,632.00 1.00 $268,632.00 0.16 $43,289.05 0.00 $1,236.68 0.83 $224,106.27
$91,902.10 1.00 $91,902.10 0.60 $55,141.26 0.40 $36,760.84
$1,154,190.00 1.00 $1,154,190.00 0.50 $577,095.00 0.50 $577,095.00
$22,200.00 1.00 $22,200.00 1.00 $22,200.00
$5,960.00 1.00 $5,960.00 1.00 $5,960.00
$2,387.73 1.00 $2,387.73 1.00 $2,387.73
$24,745.52 1.00 $24,745.52 0.16 $3,987.65 0.00 $113.92 0.83 $20,643.96
$12,907.50 1.00 $12,907.50 0.09 $1,135.86 0.91 $11,771.64
$43,938.98 1.00 $43,938.98 0.09 $3,866.63 0.91 $40,072.35
LIGHTING (6)
PRECONDITION SURVEY WORK - COUNTY (3)
PRECONDITION SURVEY WORK - CITY (3)
WORK ORDER #1 - GEOTEXTILE FABRIC (3)
WORK ORDER #2 - UPPER 33RD SOIL CORRECTIONS (3)
MULTIVISTA PHOTOS
FINAL DESIGN - COUNTY (3)
FINAL DESIGN - CITY (3)
CONSTRUCTION INSPECTION/ADMIN - COUNTY (3)
CONSTRUCTION INSPECTION/ADMIN - CITY (3)
RIGHT-OF-WAY - CITY (4)
RIGHT-OF-WAY - REGIONAL DRAINAGE (5)
PRELIMINARY LANDSCAPE DESIGN (1)
FEASIBILITY STUDY (2)
PRELIMINARY DESIGN - COUNTY (3)
PRELIMINARY DESIGN - CITY (3)
$18,490.84 $3,353,637.90+0% CONSTRUCTION CONTINGENCY $4,411,552.91 $394,976.00 $524,466.13 $119,982.04
TOTAL ESTIMATED CONSTRUCTION COST 2015 $4,411,552.91 $394,976.00 $524,466.13 $119,982.04 $18,490.84 $3,353,637.90
TOTAL ALTERNATE 1 - 33RD SEWER JACKING $155,000.00 $155,000.00
EXHIBIT B
Cost Split Phase 1_Post Construction.xlsx
UNIT COST
TOTAL
ESTIMATED
QUANTITY
TOTAL
ESTIMATED
COST
SAP 082-617-007 (REGIONAL
DRAINAGE)
SAP 206-106-001 (CITY'S STATE AID NUMBER)
ROADWAY DRAINAGE LANDSCAPING/LIGHTING
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TOTAL ESTIMATED
QUANTITY
TOTAL ESTIMATED
COST
TAB ITEM NO.ITEM DESCRIPTION UNIT
TOTAL ESTIMATED
QUANTITY
CP 2014-137 (NON-PARTICIPATING CITY ITEMS)
ROADWAY/UTILITY
$57,165.00 1.00 $57,165.00 1.00 $57,165.00
$19,112.90 1.00 $19,112.90 0.09 $1,681.94 0.91 $17,430.96
$41,578.65 1.00 $41,578.65 1.00 $41,578.65
$12,800.00 1.00 $12,800.00 0.09 $1,126.40 0.91 $11,673.60
1.00 0.50 0.50
$10,000.00 1.00 $10,000.00 1.00 $10,000.00
$36,256.00 1.00 $36,256.00 0.09 $3,190.53 0.91 $33,065.47
$10,007.10 1.00 $10,007.10 1.00 $10,007.10
$3,281.85 1.00 $3,281.85 0.09 $288.80 0.91 $2,993.05
$10,000.00 1.00 $10,000.00 1.00 $10,000.00
$759,354.33 $119,982.04 $47,434.79 $4,660,957.20
WORK ORDER #10 - ALLEY REVISIONS (7)
WORK ORDER #11 - UPPER 33RD STABILIZING AGG (3)
STEVE JOHNSON BUILDING CORRECTIONS
TOTAL ESTIMATED PROJECT COST $6,638,860.24 $1,051,131.88
WORK ORDER #4 - POND BUILDING REMOVAL (3)
WORK ORDER #5 - ALLEY SOIL CORRECTIONS (7)
WORK ORDER #6 - REGIONAL BASIN FENCE (3)
WORK ORDER #7 - BYPASS PUMPING (3)
WORK ORDER #8 - FIRE STATION PARKING LOT (7)
WORK ORDER #9 - BASIN EXCAVATION (3)
WORK ORDER #3 - LAVERNE AVE SOIL CORRECTIONS (7)
EXHIBIT B
CSAH 17 (LAKE ELMO AVENUE) PHASE 2 COST SPLIT
SAP 082-617-013 EXHIBIT C
SAP 206-108-002
BID OPENING: May 5, 2016
ITEM
NO.ITEM DESCRIPTION UNIT
TOTAL
QUANTITY UNIT COST TOTAL COST SAP 082-617-013
QUANTITY
SAP 206-108-002
QUANTITY
CP 2014-37
QUANTITY
SAP 082-617-013
COST
SAP 206-108-002
COST
CP 2014-37
COST
2021.501 MOBILIZATION LUMP SUM 1 $232,500.00 $232,500.00 0.4285 0.1267 0.4448 $99,626.25 $29,457.75 $103,416.00
2031.501 FIELD OFFICE TYPE D LUMP SUM 1 $20,000.00 $20,000.00 0.4285 0.1267 0.4448 $8,570.00 $2,534.00 $8,896.00
2101.501 CLEARING ACRE 2 $3,500.00 $6,825.00 0.6 0.9 0.45 $2,100.00 $3,150.00 $1,575.00
2101.502 CLEARING TREE 85 $300.00 $25,500.00 48 8 29 $14,400.00 $2,400.00 $8,700.00
2101.506 GRUBBING ACRE 2 $2,500.00 $4,875.00 0.6 0.9 0.45 $1,500.00 $2,250.00 $1,125.00
2101.507 GRUBBING TREE 85 $250.00 $21,250.00 48 8 29 $12,000.00 $2,000.00 $7,250.00
2103.501 BUILDING REMOVAL LUMP SUM 1 $5,000.00 $5,000.00 1 $5,000.00
2104.501 REMOVE WATER MAIN LIN FT 6401 $2.00 $12,802.00 6401 $12,802.00
2104.501 REMOVE PIPE CULVERTS LIN FT 207 $11.00 $2,277.00 207 $2,277.00
2104.501 REMOVE SEWER PIPE (STORM)LIN FT 2260 $20.00 $45,200.00 993 1267 $19,860.00 $25,340.00
2104.501 REMOVE CURB & GUTTER LIN FT 4257 $3.00 $12,771.00 218 4039 $654.00 $12,117.00
2104.501 REMOVE BITUMINOUS CURB LIN FT 5993 $1.00 $5,993.00 5993 $5,993.00
2104.501 REMOVE WATER SERVICE PIPE LIN FT 2722 $2.00 $5,444.00 2722 $5,444.00
2104.501 REMOVE TRAFFIC BARRIER LIN FT 53 $30.00 $1,590.00 53 $1,590.00
2104.503 REMOVE SIDEWALK SQ FT 10709 $0.60 $6,425.40 10709 $6,425.40
2104.503 REMOVE RETAINING WALL SQ FT 100 $6.00 $600.00 100 $600.00
2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 228 $6.75 $1,539.00 152 76 $1,026.00 $513.00
2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 1618 $5.00 $8,090.00 651 821 146 $3,255.00 $4,105.00 $730.00
2104.505 REMOVE BITUMINOUS PAVEMENT (REMOVE BIT WEDGE)SQ YD 8515 $0.01 $85.15 5496 2603 416 $54.96 $26.03 $4.16
2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 29666 $2.00 $59,332.00 22482 6360 824 $44,964.00 $12,720.00 $1,648.00
2104.509 REMOVE CONCRETE STEPS EACH 6 $350.00 $2,100.00 6 $2,100.00
2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 28 $450.00 $12,600.00 13 15 $5,850.00 $6,750.00
2104.509 REMOVE GATE VALVE & BOX EACH 30 $100.00 $3,000.00 30 $3,000.00
2104.509 REMOVE CURB STOP & BOX EACH 76 $50.00 $3,800.00 76 $3,800.00
2104.509 REMOVE HYDRANT & VALVE ASSEMBLY EACH 14 $250.00 $3,500.00 14 $3,500.00
2104.509 REMOVE SIGN TYPE C EACH 61 $30.00 $1,830.00 46 14 1 $1,380.00 $420.00 $30.00
2104.509 REMOVE SIGN TYPE SPECIAL EACH 10 $30.00 $300.00 8 2 $240.00 $60.00
2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT 895 $5.00 $4,475.00 865 30 $4,325.00 $150.00
2104.513 SAWING BIT PAVEMENT (FULL DEPTH)LIN FT 1568 $3.00 $4,704.00 1019 379 170 $3,057.00 $1,137.00 $510.00
2104.521 SALVAGE WOODEN FENCE LIN FT 150 $15.00 $2,250.00 150 $2,250.00
2104.523 SALVAGE SIGN PANELS TYPE C EACH 4 $30.00 $120.00 4 $120.00
2104.603 ABANDON WATER MAIN LIN FT 35 $110.00 $3,850.00 35 $3,850.00
2104.603 REMOVE SEWER PIPE (STORM) SPECIAL LIN FT 50 $50.00 $2,500.00 50 $2,500.00
2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 2490 $3.00 $7,470.00 2490 $7,470.00
2106.607 EXCAVATION - COMMON CU YD 15782 $10.00 $157,820.00 12448 2685 649 $124,480.00 $26,850.00 $6,490.00
2106.607 EXCAVATION - SUBGRADE CU YD 18855 $10.00 $188,550.00 13182 4641 1032 $131,820.00 $46,410.00 $10,320.00
2106.607 EXCAVATION - CHANNEL AND POND CU YD 921 $10.00 $9,210.00 819.69 101.31 $8,196.90 $1,013.10
2106.607 COMMON EMBANKMENT (CV)CU YD 3480 $7.00 $24,360.00 1748 1545.33 186.67 $12,236.00 $10,817.31 $1,306.69
2106.607 SELECT GRANULAR EMBANKMENT MOD 5% (CV)CU YD 19929 $23.00 $458,367.00 14136 4754 1039 $325,128.00 $109,342.00 $23,897.00
2112.607 SUBGRADE CORRECTION CU YD 2926 $35.00 $102,410.00 2121 713 92 $74,235.00 $24,955.00 $3,220.00
2118.607 AGGREGATE SURFACING (CV) CLASS 6 CU YD 654 $27.00 $17,658.00 108 546 $2,916.00 $14,742.00
2123.501 COMMON LABORER HOUR 130 $72.00 $9,360.00 80 20 30 $5,760.00 $1,440.00 $2,160.00
2123.514 3 CY FRONT END LOADER HOUR 130 $165.00 $21,450.00 80 20 30 $13,200.00 $3,300.00 $4,950.00
2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 250 $140.00 $35,000.00 180 40 30 $25,200.00 $5,600.00 $4,200.00
2123.610 3 CY BACKHOE HOUR 130 $202.00 $26,260.00 80 20 30 $16,160.00 $4,040.00 $6,060.00
CSAH 17 (LAKE ELMO AVENUE) PHASE 2 COST SPLIT
SAP 082-617-013 EXHIBIT C
SAP 206-108-002
BID OPENING: May 5, 2016
ITEM
NO.ITEM DESCRIPTION UNIT
TOTAL
QUANTITY UNIT COST TOTAL COST SAP 082-617-013
QUANTITY
SAP 206-108-002
QUANTITY
CP 2014-37
QUANTITY
SAP 082-617-013
COST
SAP 206-108-002
COST
CP 2014-37
COST
2123.610 SKID STEER HOUR 130 $140.00 $18,200.00 80 20 30 $11,200.00 $2,800.00 $4,200.00
2123.610 TRACTOR MOUNTED BACKHOE HOUR 130 $170.00 $22,100.00 80 20 30 $13,600.00 $3,400.00 $5,100.00
2211.503 AGGREGATE BASE (CV) CLASS 6 CU YD 8925 $24.00 $214,200.00 5470 1684 1771 $131,280.00 $40,416.00 $42,504.00
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON 249 $0.01 $2.49 249 $2.49
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TON 3661 $63.50 $232,473.50 2888 635 138 $183,388.00 $40,322.50 $8,763.00
2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 2700 $63.50 $171,450.00 1927 635 138 $122,364.50 $40,322.50 $8,763.00
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (WEDGE)TON 674 $0.01 $6.74 398.895 220.011 54.8615 $3.99 $2.20 $0.55
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (TPAR)TON 45 $63.50 $2,857.50 45 $2,857.50
2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 3.0" THICK (DRIVEWAYS)SQ YD 1642 $20.50 $33,661.00 751 483 408 $15,395.50 $9,901.50 $8,364.00
2401.501 STRUCTURAL CONCRETE (1G32)CU YD 16 $260.00 $4,160.00 16 $4,160.00
2402.585 PIPE RAILING LIN FT 95 $140.00 $13,300.00 79 16 $11,060.00 $2,240.00
2411.602 PRECAST CONCRETE CAP EACH 1 $5,750.00 $5,750.00 1 $5,750.00
2411.603 CONCRETE STEPS LIN FT 250 $67.00 $16,750.00 250 $16,750.00
2411.603 CONCRETE STEPS DESIGN SPECIAL LIN FT 57 $159.00 $9,063.00 57 $9,063.00
2411.618 PREFABRICATED MODULAR BLOCK WALL SQ FT 1920 $60.50 $116,160.00 960 960 $58,080.00 $58,080.00
2411.618 ANTI-GRAFFITI COATING SQ FT 1920 $3.50 $6,720.00 960 960 $3,360.00 $3,360.00
2451.603 CRUSHED ROCK PIPE FOUNDATION LIN FT 6501 $4.00 $26,004.00 6501 $26,004.00
2501.515 12" RC PIPE APRON EACH 2 $550.00 $1,100.00 1.78 0.22 $979.00 $121.00
2501.515 18" RC PIPE APRON EACH 1 $670.00 $670.00 0.89 0.11 $596.30 $73.70
2501.515 21" RC PIPE APRON EACH 1 $750.00 $750.00 0.89 0.11 $667.50 $82.50
2501.515 30" GS PIPE APRON EACH 1 $1,550.00 $1,550.00 1 $1,550.00
2501.521 57" SPAN CS-PIPE ARCH SEWER LIN FT 235 $100.00 $23,500.00 129.25 105.75 $12,925.00 $10,575.00
2501.567 57" SPAN CS SAFETY APRON AND GRATE DESIGN 3128 EACH 1 $4,800.00 $4,800.00 0.55 0.45 $2,640.00 $2,160.00
2502.541 6" PERF PVC PIPE DRAIN LIN FT 330 $13.00 $4,290.00 165 165 $2,145.00 $2,145.00
2502.541 4" PERF PE PIPE DRAIN LIN FT 1600 $7.00 $11,200.00 1600 $11,200.00
2502.602 CONNECT TO EXISTING PIPE DRAIN EACH 1 $510.00 $510.00 1 $510.00
2502.603 DRAINTILE TYPE SPECIAL LIN FT 1257 $11.00 $13,827.00 800 457 $8,800.00 $5,027.00
2503.511 6" PVC PIPE SEWER LIN FT 25 $52.00 $1,300.00 25 $1,300.00
2503.511 8" PVC PIPE SEWER (SDR 26)LIN FT 3584 $50.00 $179,200.00 3584 $179,200.00
2503.511 15" PVC PIPE SEWER (SDR 26)LIN FT 1760 $62.00 $109,120.00 1760 $109,120.00
2503.511 15" PVC PIPE SEWER (C-900) (DR-54)LIN FT 1379 $77.00 $106,183.00 1379 $106,183.00
2503.521 65" SPAN RC PIPE-ARCH SEWER CL IIA LIN FT 389 $158.00 $61,462.00 213.95 175.05 $33,804.10 $27,657.90
2503.521 73" SPAN RC PIPE-ARCH SEWER CL IIA LIN FT 255 $174.00 $44,370.00 140.25 114.75 $24,403.50 $19,966.50
2503.541 12" RC PIPE SEWER DES 3006 CL IV LIN FT 1548 $40.00 $61,920.00 545.95 658.6 343.45 $21,838.00 $26,344.00 $13,738.00
2503.541 15" RC PIPE SEWER DES 3006 CL IV LIN FT 883 $41.00 $36,203.00 99.9 390.71 392.39 $4,095.90 $16,019.11 $16,087.99
2503.541 18" RC PIPE SEWER DES 3006 CL IV LIN FT 688 $39.00 $26,832.00 155.1 307.94 224.96 $6,048.90 $12,009.66 $8,773.44
2503.541 21" RC PIPE SEWER DES 3006 CL IV LIN FT 305 $42.00 $12,810.00 32.93 272.07 $1,383.06 $11,426.94
2503.541 24" RC PIPE SEWER DES 3006 CL IV LIN FT 78 $49.00 $3,822.00 42.9 35.1 $2,102.10 $1,719.90
2503.541 27" RC PIPE SEWER DES 3006 CL IV LIN FT 150 $58.00 $8,700.00 150 $8,700.00
2503.541 54" RC PIPE SEWER DES 3006 CL IV LIN FT 209 $151.00 $31,559.00 114.95 94.05 $17,357.45 $14,201.55
2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 $1,800.00 $1,800.00 0.55 0.45 $990.00 $810.00
2503.602 8"X4" PVC WYE EACH 38 $150.00 $5,700.00 38 $5,700.00
2503.602 8"X6" PVC WYE EACH 8 $200.00 $1,600.00 8 $1,600.00
2503.602 15"X4" PVC WYE EACH 37 $750.00 $27,750.00 37 $27,750.00
CSAH 17 (LAKE ELMO AVENUE) PHASE 2 COST SPLIT
SAP 082-617-013 EXHIBIT C
SAP 206-108-002
BID OPENING: May 5, 2016
ITEM
NO.ITEM DESCRIPTION UNIT
TOTAL
QUANTITY UNIT COST TOTAL COST SAP 082-617-013
QUANTITY
SAP 206-108-002
QUANTITY
CP 2014-37
QUANTITY
SAP 082-617-013
COST
SAP 206-108-002
COST
CP 2014-37
COST
2503.603 12" PP PIPE SEWER LIN FT 580 $32.00 $18,560.00 580 $18,560.00
2503.603 15" PP PIPE SEWER LIN FT 233 $35.00 $8,155.00 233 $8,155.00
2503.603 18" PP PIPE SEWER LIN FT 375 $38.00 $14,250.00 375 $14,250.00
2503.603 30" PP PIPE SEWER LIN FT 1163 $62.00 $72,106.00 1163 $72,106.00
2503.603 4" PVC SANITARY SERVICE PIPE (SCH 40)LIN FT 3010 $32.00 $96,320.00 3010 $96,320.00
2503.603 6" PVC SANITARY SERVICE PIPE (SCH 40)LIN FT 335 $37.00 $12,395.00 335 $12,395.00
2503.603 TELEVISING (INSPECT SANITARY SEWER)LIN FT 6723 $1.50 $10,084.50 6723 $10,084.50
2503.611 PUMPING DAY 120 $60.00 $7,200.00 66 54 $3,960.00 $3,240.00
2504.601 16" PRESSURE REDUCING VALVE LUMP SUM 1 $109,000.00 $109,000.00 1 $109,000.00
2504.601 TEMPORARY WATER SERVICE LUMP SUM 1 $21,500.00 $21,500.00 1 $21,500.00
2504.602 CONNECT TO EXISTING WATER MAIN EACH 14 $2,500.00 $35,000.00 14 $35,000.00
2504.602 CONNECT TO EXISTING WATER SERVICE EACH 86 $280.00 $24,080.00 86 $24,080.00
2504.602 HYDRANT EACH 17 $4,100.00 $69,700.00 17 $69,700.00
2504.602 1" CORPORATION STOP EACH 64 $170.00 $10,880.00 64 $10,880.00
2504.602 2" CORPORATION STOP EACH 22 $520.00 $11,440.00 22 $11,440.00
2504.602 1" CURB STOP & BOX EACH 64 $300.00 $19,200.00 64 $19,200.00
2504.602 2" CURB STOP & BOX EACH 22 $600.00 $13,200.00 22 $13,200.00
2504.602 6" GATE VALVE & BOX EACH 21 $1,400.00 $29,400.00 21 $29,400.00
2504.602 8" GATE VALVE & BOX EACH 11 $1,900.00 $20,900.00 11 $20,900.00
2504.602 12" GATE VALVE & BOX EACH 4 $3,300.00 $13,200.00 4 $13,200.00
2504.602 16" BUTTERFLY VALVE & BOX EACH 5 $2,900.00 $14,500.00 5 $14,500.00
2504.603 1" TYPE K COPPER PIPE LIN FT 2353 $36.00 $84,708.00 2353 $84,708.00
2504.603 2" TYPE K COPPER PIPE LIN FT 818 $48.00 $39,264.00 818 $39,264.00
2504.603 6" WATERMAIN DUCTILE IRON CL 52 LIN FT 649 $45.00 $29,205.00 649 $29,205.00
2504.603 8" WATERMAIN DUCTILE IRON CL 52 LIN FT 1694 $50.00 $84,700.00 1694 $84,700.00
2504.603 12" WATERMAIN DUCTILE IRON CL 52 LIN FT 1974 $65.00 $128,310.00 1974 $128,310.00
2504.603 16" WATERMAIN DUCTILE IRON CL 52 LIN FT 2330 $82.00 $191,060.00 2330 $191,060.00
2504.603 16" WATERMAIN DUCTILE IRON CL 52 (IN CASING)LIN FT 70 $113.00 $7,910.00 70 $7,910.00
2504.603 36" STEEL CASING PIPE (JACKED)LIN FT 70 $740.00 $51,800.00 70 $51,800.00
2504.61 WATERMAIN FITTINGS POUND 8695 $7.00 $60,865.00 8695 $60,865.00
2506.5 CONST DRAINAGE STRUCTURE DESIGN H LIN FT 39 $230.00 $8,970.00 30.45 8.55 $7,003.50 $1,966.50
2506.5 CONST DRAINAGE STRUCTURE DESIGN G LIN FT 8 $320.00 $2,560.00 4.4 3.6 $1,408.00 $1,152.00
2506.5 CONST DRAINAGE STRUCTURE DESIGN F LIN FT 29 $215.00 $6,235.00 25.85 3.15 $5,557.75 $677.25
2506.501 CONST DRAINAGE STRUCTURE DESIGN SD-48 LIN FT 43 $300.00 $12,900.00 3 26.7 13.3 $900.00 $8,010.00 $3,990.00
2506.5 CONST DRAINAGE STRUCTURE DESIGN SD-96 LIN FT 12 $890.00 $10,680.00 6.6 5.4 $5,874.00 $4,806.00
2506.501 CONST DRAINAGE STRUCTURE DESIGN SD-108 LIN FT 5 $1,520.00 $7,600.00 2.75 2.25 $4,180.00 $3,420.002506.5 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT 124 $320.00 $39,680.00 71.65 52.35 $22,928.00 $16,752.00
2506.5 CONST DRAINAGE STRUCTURE DES 54-4020 LIN FT 67 $310.00 $20,770.00 67 $20,770.00
2506.5 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT 5 $460.00 $2,300.00 5 $2,300.00
2506.5 CONST DRAINAGE STRUCTURE DES 72-4020 LIN FT 10 $470.00 $4,700.00 10 $4,700.00
2506.501 CONST DRAINAGE STRUCTURE DES 96-4020 LIN FT 16 $890.00 $14,240.00 8.8 7.2 $7,832.00 $6,408.00
2506.501 CONST DRAINAGE STRUCTURE DES 108-4020 LIN FT 7 $1,520.00 $10,640.00 3.85 3.15 $5,852.00 $4,788.00
2506.5 CONST DRAINAGE STRUCTURE DES 120-4020 LIN FT 22 $1,620.00 $35,640.00 12.1 9.9 $19,602.00 $16,038.00
2506.5 CONSTRUCT DRAINAGE STRUCTURE DES 4007 (EXTRA DEPTH)LIN FT 171 $175.00 $29,925.00 171 $29,925.00
2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 1 $6,500.00 $6,500.00 1 $6,500.00
2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 1 $1,200.00 $1,200.00 1 $1,200.00
2506.502 CONSTRUCT DRAINAGE STRUCT DESIGN DROP INLET EACH 1 $1,500.00 $1,500.00 0.89 0.11 $1,335.00 $165.00
2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 4007 (0'-10')EACH 27 $3,670.00 $99,090.00 27 $99,090.00
2506.516 CASTING ASSEMBLY EACH 116 $1,040.00 $120,640.00 41.3 23.14 51.56 $42,952.00 $24,065.60 $53,622.40
CSAH 17 (LAKE ELMO AVENUE) PHASE 2 COST SPLIT
SAP 082-617-013 EXHIBIT C
SAP 206-108-002
BID OPENING: May 5, 2016
ITEM
NO.ITEM DESCRIPTION UNIT
TOTAL
QUANTITY UNIT COST TOTAL COST SAP 082-617-013
QUANTITY
SAP 206-108-002
QUANTITY
CP 2014-37
QUANTITY
SAP 082-617-013
COST
SAP 206-108-002
COST
CP 2014-37
COST
2506.522 ADJUST FRAME & RING CASTING EACH 5 $525.00 $2,625.00 3 2 $1,575.00 $1,050.00
2506.6 INFILTRATION SYSTEM LUMP SUM 1 $5,000.00 $5,000.00 0.89 0.11 $4,450.00 $550.00
2506.6 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 2 (SAFL BAFFLE)EACH 2 $8,500.00 $17,000.00 2 $17,000.00
2506.603 CONSTRUCT 8" OUTSIDE DROP LIN FT 17 $175.00 $2,975.00 17 $2,975.00
2506.6 CONST DRAINAGE STRUCTURE TYPE 402 LIN FT 27 $370.00 $9,990.00 15.13 11.87 $5,598.10 $4,391.90
2506.6 CONST DRAINAGE STRUCTURE TYPE 404 LIN FT 19 $250.00 $4,750.00 13.35 5.65 $3,337.50 $1,412.50
2506.6 CONST DRAINAGE STRUCTURE TYPE 405-48"LIN FT 9 $290.00 $2,610.00 8.01 0.99 $2,322.90 $287.10
2506.603 CONST DRAINAGE STRUCTURE TYPE 406-48"LIN FT 40 $320.00 $12,800.00 35.6 4.4 $11,392.00 $1,408.00
2506.603 CONST DRAINAGE STRUCTURE TYPE 406-54"LIN FT 12 $450.00 $5,400.00 4.45 7.55 $2,002.50 $3,397.50
2506.603 CONST DRAINAGE STRUCTURE TYPE 406-78"LIN FT 6 $590.00 $3,540.00 6 $3,540.00
2511.501 RANDOM RIPRAP CLASS II CU YD 14 $80.00 $1,120.00 12.46 1.54 $996.80 $123.20
2511.501 RANDOM RIPRAP CLASS IV CU YD 17 $80.00 $1,360.00 17 $1,360.00
2511.515 GEOTEXTILE FILTER TYPE II SQ YD 63 $6.00 $378.00 56.07 6.93 $336.42 $41.58
2511.515 GEOTEXTILE FILTER TYPE IV SQ YD 48 $6.00 $288.00 48 $288.00
2521.501 5" CONCRETE WALK SQ FT 26846 $4.25 $114,095.50 10871 9173 6802 $46,201.75 $38,985.25 $28,908.50
2521.501 5" CONCRETE WALK-EXPOSED AGGREGATE SQ FT 200 $11.75 $2,350.00 200 $2,350.00
2521.618 5" CONCRETE WALK SPECIAL DESIGN 1 SQ FT 18563 $8.00 $148,504.00 18563 $148,504.00
2521.618 5" CONCRETE WALK SPECIAL DESIGN 2 SQ FT 1185 $20.26 $24,008.10 1185 $24,008.10
2531.501 CONCRETE CURB & GUTTER DESIGN B418 LIN FT 34 $25.75 $875.50 34 $875.50
2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 3979 $13.25 $52,721.75 85 3894 $1,126.25 $51,595.50
2531.501 CONCRETE CURB & GUTTER DESIGN D418 LIN FT 971 $15.50 $15,050.50 971 $15,050.50
2531.501 CONCRETE CURB & GUTTER DESIGN B424 LIN FT 254 $16.75 $4,254.50 254 $4,254.50
2531.501 CONCRETE CURB & GUTTER DESIGN B624 LIN FT 7942 $15.25 $121,115.50 7942 $121,115.50
2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 1027 $54.25 $55,714.75 720 307 $39,060.00 $16,654.75
2531.507 6" CONCRETE DRIVEWAY PAVEMENT - HIGH EARLY SQ YD 400 $58.50 $23,400.00 400 $23,400.00
2531.602 PEDESTRIAN CURB RAMP EACH 26 $450.00 $11,700.00 19 2 5 $8,550.00 $900.00 $2,250.00
2531.618 TRUNCATED DOMES SQ FT 578 $38.00 $21,964.00 432.5 36 109.5 $16,435.00 $1,368.00 $4,161.00
2533.507 PORTABLE PRECAST CONC BARRIER DES 8337 LIN FT 1215 $17.00 $20,655.00 1215 $20,655.00
2540.601 CAST-IN-PLACE CONCRETE PLANTER AND SEATWALL LUMP SUM 1 $25,400.00 $25,400.00 1 $25,400.00
2540.602 MAIL BOX SUPPORT EACH 48 $150.00 $7,200.00 27 19 2 $4,050.00 $2,850.00 $300.00
2540.618 CONCRETE PAVERS (PERMEABLE)SQ FT 700 $2.05 $1,435.00 700 $1,435.00
2554.509 GUIDE POST TYPE B EACH 6 $75.00 $450.00 1.55 3.56 0.89 $116.25 $267.00 $66.75
2554.602 IMPACT ATTENUATOR BARRELS EACH 90 $160.00 $14,400.00 90 $14,400.00
2557.603 WOODEN FENCE LIN FT 362 $35.00 $12,670.00 362 $12,670.00
2557.603 INSTALL WOODEN FENCE LIN FT 150 $40.00 $6,000.00 150 $6,000.00
2563.601 TRAFFIC CONTROL LUMP SUM 1 $28,000.00 $28,000.00 0.4285 0.1267 0.4448 $11,998.00 $3,547.60 $12,454.40
2561.601 TEMPORARY PEDESTRIAN ACCESS CONTROL LUMP SUM 1 $5,000.00 $5,000.00 1 $5,000.00
2561.610 TRAFFIC CONTROL (RR FLAGGING)HOUR 80 $120.00 $9,600.00 80 $9,600.00
2563.618 CONSTRUCTION SIGN-SPECIAL SQ FT 120 $14.00 $1,680.00 120 $1,680.00
2564.531 SIGN PANELS TYPE C SQ FT 391 $34.00 $13,294.00 320 65 6 $10,880.00 $2,210.00 $204.00
2564.531 SIGN PANELS TYPE SPECIAL SQ FT 81 $30.00 $2,430.00 45 18 18 $1,350.00 $540.00 $540.00
2564.536 INSTALL SIGN PANEL TYPE C EACH 4 $150.00 $600.00 4 $600.00
2565.616 REVISE SIGNAL SYSTEM SYSTEM 1 $18,000.00 $18,000.00 1 $18,000.00
CSAH 17 (LAKE ELMO AVENUE) PHASE 2 COST SPLIT
SAP 082-617-013 EXHIBIT C
SAP 206-108-002
BID OPENING: May 5, 2016
ITEM
NO.ITEM DESCRIPTION UNIT
TOTAL
QUANTITY UNIT COST TOTAL COST SAP 082-617-013
QUANTITY
SAP 206-108-002
QUANTITY
CP 2014-37
QUANTITY
SAP 082-617-013
COST
SAP 206-108-002
COST
CP 2014-37
COST
2571.502 DECIDUOUS TREE 2.5" CAL B&B TREE 89 $440.00 $39,160.00 89 $39,160.00
2571.503 ORNAMENTAL TREE 8' HT CONT TREE 15 $350.00 $5,250.00 15 $5,250.00
2571.504 CONIFEROUS SHRUB 3' HT CONT SHRUB 15 $100.00 $1,500.00 15 $1,500.00
2571.507 PERENNIAL NO 3 CONT PLANT 541 $32.00 $17,312.00 541 $17,312.00
2573.502 SILT FENCE, TYPE SD LIN FT 150 $3.00 $450.00 150 $450.00
2573.502 SILT FENCE, TYPE MS LIN FT 1378 $2.25 $3,100.50 661 717 $1,487.25 $1,613.25
2573.505 FLOTATION SILT CURTAIN TYPE STILL WATER LIN FT 200 $3.00 $600.00 200 $600.00
2573.530 STORM DRAIN INLET PROTECTION EACH 89 $130.00 $11,570.00 51 27 11 $6,630.00 $3,510.00 $1,430.00
2573.533 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 3661 $2.50 $9,152.50 2313 1348 $5,782.50 $3,370.00
2573.535 STABILIZED CONSTRUCTION EXIT LUMP SUM 1 $3,500.00 $3,500.00 0.6 0.2 0.2 $2,100.00 $700.00 $700.00
2573.560 CULVERT END CONTROLS EACH 1 $200.00 $200.00 1 $200.00
2573.601 STORM WATER MANAGEMENT LUMP SUM 1 $7,500.00 $7,500.00 0.89 0.11 $6,675.00 $825.00
2573.601 PERMANENT SEDIMENT TRAP - UNDERGROUND STORAGE SYSTEM LUMP SUM 1 $63,000.00 $63,000.00 1 $63,000.00
2574.508 FERTILIZER TYPE 4 POUND 32 $6.00 $192.00 32 $192.00
2574.525 FILTER TOPSOIL BORROW CU YD 223 $32.00 $7,136.00 198.47 24.53 $6,351.04 $784.96
2574.525 PLANTING SOIL MIX CU YD 300 $36.00 $10,800.00 300 $10,800.00
2575.501 SEEDING ACRE 0 $3,500.00 $735.00 0.21 $735.00
2575.502 SEED MIXTURE 33-261 POUND 4 $200.00 $800.00 4 $800.00
2575.502 SEED MIXTURE 35-221 POUND 4 $200.00 $800.00 4 $800.00
2575.505 SODDING TYPE LAWN SQ YD 17128 $5.50 $94,204.00 7950 7239 1939 $43,725.00 $39,814.50 $10,664.50
2575.523 EROSION CONTROL BLANKETS CATEGORY 00 SQ YD 267 $3.00 $801.00 267 $801.00
2575.523 EROSION CONTROL BLANKETS CATEGORY 3N SQ YD 782 $2.25 $1,759.50 782 $1,759.50
2575.562 HYDRAULIC MATRIX TYPE MULCH POUND 7434 $0.75 $5,575.50 3444 3150 840 $2,583.00 $2,362.50 $630.00
2582.501 PAVT MSSG (LEFT ARROW) - POLY PREFORM - GR IN EACH 2 $500.00 $1,000.00 2 $1,000.00
2582.501 PAVT MSSG (RIGHT ARROW) - POLY PREFORM - GR IN EACH 2 $500.00 $1,000.00 2 $1,000.00
2582.501 PAVT MSSG (RR XING) - POLY PREFORM - GR IN EACH 2 $2,000.00 $4,000.00 2 $4,000.00
2582.502 24" STOP LINE WHITE - POLY PREF (GR-IN)LIN FT 25 $38.00 $950.00 25 $950.00
2582.502 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 3610 $0.50 $1,805.00 3610 $1,805.00
2582.502 4" SOLID LINE WHITE - PAINT LIN FT 6415 $0.30 $1,924.50 6415 $1,924.50
2582.502 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1975 $0.50 $987.50 1975 $987.50
2582.502 4" SOLID LINE WHITE - PAINT LIN FT 3765 $0.30 $1,129.50 3765 $1,129.50
2582.502 4" DOUBLE SOLID LINE YELLOW - EPOXY (WR)LIN FT 3610 $1.75 $6,317.50 3610 $6,317.50
2582.502 4" SOLID LINE WHITE - EPOXY (WR)LIN FT 6415 $1.00 $6,415.00 6415 $6,415.00
2582.502 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 1975 $0.75 $1,481.25 1975 $1,481.25
2582.502 4" SOLID LINE WHITE - EPOXY LIN FT 3765 $0.50 $1,882.50 3765 $1,882.50
2582.503 CROSSWALK MARKING - POLY PREFORM - GR IN SQ FT 1120 $13.00 $14,560.00 1030 90 $13,390.00 $1,170.00
Total $6,162,046.13 $2,703,607.39 $808,943.78 $2,649,494.96
+7% Contingency $6,593,389.36 $2,892,859.91 $865,569.84 $2,834,959.61