HomeMy WebLinkAbout#11 - CSAH 17 Phase 3 Improvements STAFF REPORT
DATE: December 4, 2018
CONSENT
ITEM #: 11
AGENDA ITEM: Lake Elmo Avenue (CSAH17) Phase 3 Pavement and Drainage Improvements –
Approve Concurrence to Award a Construction Contract and Approve a Revised
Cooperative Cost Share Agreement No. 11802
SUBMITTED BY: Jack Griffin, City Engineer
REVIEWED BY: Kristina Handt, City Administrator
Rob Weldon, Public Works Director
Chad Isakson, Assistance City Engineer
ISSUE BEFORE COUNCIL: Should the City Council concur with Washington County to award a
construction contract and approve a revised Cooperative Agreement No. 11802 with Washington County
for the Design and Construction for the Lake Elmo Avenue (CSAH17) Phase 3 Pavement and Drainage
Improvements?
BACKGROUND: The Lake Elmo Avenue (CSAH17) Phase 3 Pavement and Drainage Improvements
includes a full-depth reclaim pavement rehabilitation from I-94 to 20th Street, including the construction
of new turn lanes at 5th Street North (Hunters Crossing & Southwind developments), at 24th Street North
(new entrance for Royal Golf), and along CSAH 10 at the new Royal Golf entrance. Between 20th Street
North and 30th Street North, the improvements will also include a full-depth reclaim pavement
rehabilitation, however new concrete curb and gutter will be installed to replace existing bituminous curb
along the east side and to replace a rural section shoulder along the west side. Stormwater runoff will be
captured and conveyed by the new concrete cub and gutter to various sump manholes to pretreat the storm
water runoff prior to discharging to Lake Elmo.
At the April 3, 2018 council meeting the City Council approved Resolution No. 2018-035 providing City
support for the preliminary design layout for the Lake Elmo Avenue (CSAH17) Phase 3 Pavement and
Drainage Improvements. With this approval the County proceeded with the final project design and
property acquisition, and received contractor bids with the intention to construct the improvements in 2018.
However, bids received were deemed too high at the time and the bids were rejected.
PROPOSAL DETAILS/ANALYSIS: Washington County rebid the project on November 27, 2018 and
is recommending an award of contract to the lowest responsible bidder in the amount of $3,820,315.
On June 19, 2018 the City Council approved the Cost Share and Maintenance Cooperative Agreements
with Washington County for the project and approved a Resolution establishing No On-Street Parking
Zones to meet State Aid design requirements. The purpose for the Cooperative Agreements are to outline
the cost participation requirements by the City and to address the respective ownership and maintenance
responsibilities for the new improvements. Key elements of the agreements are as follows:
• The County shall be responsible for implementing the project including design and construction.
• The estimated cost share participation by Lake Elmo is $672,230. These costs are based on
estimated quantities. See cost breakdown below under Fiscal Impacts.
• The agreement includes a payment schedule with three City payments. 1) 10% of City cost share
due upon the bid award (December 2018). 2) 50% of City cost share due August 1, 2019. 3) 50%
of City cost share due February 1, 2020.
• There are no new maintenance responsibilities for the City. The City currently owns and operates
a trunk watermain, gravity sanitary sewer main and sanitary sewer forcemain within County right-
of-way. The Cooperative Maintenance Agreement specifies that the City shall own and maintain,
under this project, the municipal utilities, including sanitary sewer, forcemain, and water main, and
all permanent roadway signing on City roads.
• The County will be responsible for the maintenance for all other improvements including the storm
sewer trunk line, catch basins and sump manholes.
The Cooperative Agreement has been revised to address an updated payment schedule due to the delayed
construction from 2018 to 2019 and has been updated with the Post-Bid project costs.
FISCAL IMPACT: The estimated total project cost is $4,487,200 with the City post-bid cost share
participation estimated to be $672,230. Because the agreement is based on estimated quantities, the actual
cost share is determined once the project is complete and the final quantities and costs are known. The City
estimated costs are shown below for the various related improvements.
CSAH 10 Turn Lane (Royal Golf Club): $342,200 To be reimbursed by Royal Golf.
CSAH 17 Turn Lane (Royal Golf Club): $208,100 To be reimbursed by Royal Golf.
CSAH 17 Turn Lane at 5th Street: $ 50,000 $50,000 received Southwind/Hunters Crossing.
CSAH 17 Street & Drainage Cost Share: $ 56,800 Includes 10% VBWD grant contribution.
City Utilities Cost Share: $ 15,130 Watermain/Sewer Forcemain Adjustments
City cost participation is based on 50% cost share for the west side concrete curb and gutter between 20th
Street and 30th Street, miscellaneous project overhead costs, and 55% cost share for right-of-way costs. In
addition, the County will require cost reimbursement from the City for turn lanes at 5th Street North
(Hunters Crossing/Southwind), 24th Street North (Royal Golf), and along CSAH 10 (Royal Golf). The City
has included language in the respective development agreements to obtain turn lane cost reimbursement.
RECOMMENDATION: Staff is recommending that the City Council, as part of the Consent Agenda,
concur with Washington County to award a construction contract and approve the revised Cooperative
Agreement No. 11802 with Washington County for Design and Construction for the Lake Elmo Avenue
(CSAH17) Phase 3 Pavement and Drainage Improvements. If removed from the consent agenda, the
recommended motion for the action is as follows:
“Move to approve Resolution No. 2018-133 concurring with Washington County to award a
construction contract and approving the revised Cooperative Agreement 11802 with Washington
County for the Design and Construction for the Lake Elmo Avenue (CSAH17) Phase 3 Pavement and
Drainage Improvements.”
ATTACHMENTS:
1. Resolution Concurring with Washington County to Award a Construction Contract and
Approving a Revised Cooperative Agreement 11802.
2. Revised Cooperative Agreement 11802 for Cost Sharing.
CITY OF LAKE ELMO
WASHINGTON COUNTY
STATE OF MINNESOTA
RESOLUTION NO. 2018-133
A RESOLUTION CONCURRING WITH WASHINGTON COUNTY TO
AWARD A CONSTRUCTION CONTRACT AND APPROVING
COOPERATIVE AGREEMENT 11802 FOR THE LAKE ELMO AVENUE
(CSAH 17) PHASE 3 PAVEMENT AND DRAINAGE IMPROVEMENTS
WHEREAS, the County intends to construct County State Aid Highway (CSAH) 17 from I-94 to 300’
south of 30th Street in the City of Lake Elmo; and
WHEREAS, the County intends to construct County State Aid Highway (CSAH) 10 from 2200’ east of
County State Aid Highway (CSAH) 15 to 700’ east of County State Aid Highway (CSAH) 15 in the City of
Lake Elmo; and
WHEREAS, items included in the project require City cost participation in accordance with
“Washington County Cost Participation Policy #8001 for Cooperative Highway Improvement Projects”; and
WHEREAS, the County desires to use local funds and State Aid funds for these improvements; and
WHEREAS, Washington County received, opened, and tabulated bids, and is recommending the award
of a construction contract; and
WHEREAS, a cooperative effort between the City and County is the appropriate method to facilitate
the construction of these transportation improvements; 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,
1. The City Council hereby concurs with Washington County to award a construction contract.
2. That the revised Cooperative Agreement 11802 between the City of Lake Elmo and Washington County
is hereby approved, and the Mayor and City Administrator are hereby authorized to execute the revised
agreement on behalf of the City of Lake Elmo.
ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE FOURTH DAY OF DECEMBER, 2018.
CITY OF LAKE ELMO
By: __________________________
Mike Pearson
(Seal) Mayor
ATTEST:
________________________________
Julie Johnson, City Clerk
Page 1 of 5
COOPERATIVE AGREEMENT BETWEEN THE CITY OF
LAKE ELMO AND WASHINGTON COUNTY FOR
CONSTRUCTION COST OF COUNTY STATE AID HIGHWAY
(CSAH) 17 FROM I-94 TO 300’ SOUTH OF 30TH STREET AND
COUNTY STATE AID HIGHWAY (CSAH) 10 FROM to 2200’
EAST OF CSAH 15 TO 700’ EAST OF CSAH 15
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.”
WITNESSETH:
WHEREAS, the County intends to construct County State Aid Highway (CSAH) 17 from I-94 to 300’
south of 30th Street; and
WHEREAS, the County intends to construct County State Aid Highway (CSAH) 10 from 2200’ east of
County State Aid Highway (CSAH) 15 to 700’ east of County State Aid Highway (CSAH) 15; and
WHEREAS, items included in the project require City cost participation in accordance with “Washington
County Cost Participation Policy #8001 for Cooperative Highway Improvement Projects”; and
WHEREAS, the County desires to use local funds and State Aid for these improvements; and
WHEREAS, a cooperative effort between the City and County is the appropriate method to facilitate the
construction of these transportation improvements; 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
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 and shall consist of this agreement, Exhibit A (Location Map)
and Exhibit B (Estimated Construction Cost and Cost Splits).
B. PLANS AND SPECIFICATION PREPARATION
1. The County shall be responsible for the preparation of all the plans and specifications for the
project, including but not limited to, compliance with all applicable standards and policies and
obtaining all approvals required in formulating the bid specifications for all County and City
components of this project.
2. The following County project numbers have been assigned to the project: SAP 082-617-011
(CSAH 17) AND 082-610-016 (CSAH 10).
C. RIGHT OF WAY AND EASEMENTS
1. The County shall acquire all permanent rights of way, permanent easements, and temporary
slope easements, which will be acquired in the name of the County.
WASHINGTON COUNTY
CONTRACT NO. 11802
DEPT. PUBLIC WORKS
DIVISION TRANSPORTATION
TERM SIGNATURE – END OF PROJECT
Page 2 of 5
D. ADVERTISEMENT AND AWARD OF CONTRACT
After plans and specifications have been approved by the County, all permits and approvals
obtained, and acquisition of necessary rights-of-way and easements, the County shall advertise
for construction bids
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
The County shall be responsible for the construction administration, inspection, and for the
observation and testing for all construction items.
F. COST PARTICIPATION ITEMS AND ESTIMATED COSTS
The City’s cost participation is set forth in Table 1 and is broken down into four categories which
are: 1) Construction; 2) Design Engineering; 3) Construction Engineering/Contract Administration;
4) Right of Way. The cost participation breakdown is based on “Washington County Cost
Participation Policy #8001 for Cooperative Highway Improvement Projects”.
1. Construction
Construction costs shall be the cost to construct the project. The County has prepared a
statement of estimated quantities and cost splits hereto attached as Exhibit B. The City shall
pay to the County its share of the total cost as shown in Exhibit B and set forth in Table 1. After
the County has awarded the construction contract, Exhibit B will be updated to reflect the actual
contractor’s unit prices.
2. Design Engineering
Design engineering costs shall be professional design engineering services, project
coordination, preparation of plans and specification, stakeholder engagement, geotechnical
studies, and other administrative functions necessary for the project. Based on the City’s share
of the construction cost, the City shall pay the prorated cost of design engineering for the entire
project as set forth in Table 1.
3. Construction Engineering/Contract Administration
Construction engineering/contract administration costs shall be construction observation,
construction testing, construction administration, staking, conducting and recording the pre-bid,
pre-construction and weekly construction meetings, reviewing monthly pay estimates, labor
compliance, and other administrative functions necessary for the project. Construction
engineering/contract administration is 8% of the construction cost. Based on the City’s share of
the construction cost, the City shall pay the prorated cost of construction engineering/contract
administration as set forth in Table 1.
4. Right of Way
Right of Way costs shall be permanent right-of-way, permanent utility and/or drainage
easements, temporary easements, title work costs, appraisal costs, relocation specialist costs,
relocation costs, and condemnation commissioner costs. If applicable, the City shall pay their
share of the final right of way cost. The estimated amount is set forth in Table 1.
Page 3 of 5
5. The costs and shares attributable to the City and payable to the County as shown in Table 1 are
merely estimated and a final reconciliation of costs as set forth in Section G below shall be done
at the end of the project. Actual City costs and shares are based on the following:
a. Construction shall be based on the contractor's unit prices and final quantities at project
completion including all contract changes.
b. Design engineering shall be based on the contractor’s unit prices at the time of contract
award.
c. Construction engineering/contract administration shall be based on the contractor’s unit
prices at the time of contract award.
d. Right of way shall be based on the final costs to acquire right of way.
G. PAYMENT
1. Right of way, preliminary design, final design, construction inspection/administration and
construction costs for the City’s cost share shall be invoiced by the County to the City with no
interest. The payment due dates are presented on Table 2.
TABLE 2 – PAYMENT DUE DATES
Date Percentage Estimated Payment
Bid Award 10% of Estimated Total City Cost $67,223
August 1, 2019 50% of Estimated Total City Cost $336,115
February 1, 2020 Remaining Estimated Total City Cost $268,892
2. 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.
3. The City shall pay 100 percent of an undisputed invoice amount within thirty (30) days of
receipt.
H. CONTRACT CHANGES
Any modifications or additions to the final approved plans and/or specifications of the project shall
be made part of the construction contract through a written amendment to the construction contract
and the cost for such changes shall be appropriated as set forth in Section F. of this Agreement.
I. LIQUIDATED DAMAGES
Any liquidated damages 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.
TABLE 1 – ESTIMATED COSTS
City of Lake Elmo Cost Summary
ITEM TOTAL COST CITY
SHARE CITY COST
Construction $3,870,315 14.66% $567,491
Design Engineering $357,500 17.95% $64,158
Construction Engineering/Contract Administration $305,625 13.47% $41,399
Right of Way $10,000 55% $5,500
VBWD Grant ($6,240) 100% ($6,318)
TOTAL ESTIMATED COST $4,537,200 $672,230
Page 4 of 5
J. CONDITIONS
The City shall not assess or otherwise recover any portion of its cost for this project through special
assessment of County property on County-owned property.
K. 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.
L. WORKERS COMPENSATION
It is hereby understood and agreed that any and all employees of the City and all other persons
employed by the City in the performance of construction and/or construction engineering work or
services required or provided for under this agreement shall not be considered employees of the
County and that any and all claims that may or might arise under the Worker’s Compensation Act of
the State of Minnesota on behalf of said 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 on any of the construction and/or construction engineering work or services to be
rendered herein shall in no way be the obligation or responsibility of the County.
M. 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).
N. DATA PRACTICES
All data collected, created, received, maintained, 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.
Page 5 of 5
IN TESTIMONY WHEREOF the parties have duly executed this agreement by their duly authorized
officers.
WASHINGTON COUNTY CITY OF LAKE ELMO
Chair Date Mayor Date
Board of Commissioners
Molly O’Rourke Date City Administrator Date
County Administrator
Approved as to form: Approved as to form:
Assistant County Attorney Date City Attorney Date
BID RESULTS
CSAH 17 / CSAH 10
S.A.P. 082-617-011, S.A.P. 082-610-016
11/27/2018
EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST.
QUANT.EST. COST EST.
QUANT.EST. COST EST.
QUANT.EST. COST
2011.601 VIBRATION MONITORING LUMP SUM $17,000.00 1 $17,000.00 0.35 $5,950.00 0.15 $2,550.00 0.02 $340.00 0.29 $4,930.00 0.08 $1,360.00 0.11 $1,870.00
2016.601 QUALITY MANAGEMENT SPECIAL - PAVER MOUNTED THERMAL PROFILE (PMTP) METHOD LUMP SUM $8,000.00 1 $8,000.00 0.24 $1,920.00 0.11 $880.00 0.02 $160.00 0.21 $1,680.00 0.06 $480.00 0.07 $560.00 0.29 $2,320.00
2016.601 QUALITY MANAGEMENT SPECIAL - INTELLIGENT COMPACTION LUMP SUM $10,000.00 1 $10,000.00 0.24 $2,400.00 0.11 $1,100.00 0.02 $200.00 0.21 $2,100.00 0.06 $600.00 0.07 $700.00 0.29 $2,900.00
2021.501 MOBILIZATION LUMP SUM $165,000.00 1 $165,000.00 0.24 $39,600.00 0.11 $18,150.00 0.02 $3,300.00 0.21 $34,650.00 0.06 $9,900.00 0.07 $11,550.00 0.29 $47,850.00
2031.502 FIELD OFFICE TYPE D LUMP SUM $18,500.00 1 $18,500.00 0.24 $4,440.00 0.11 $2,035.00 0.02 $370.00 0.21 $3,885.00 0.06 $1,110.00 0.07 $1,295.00 0.29 $5,365.00
2101.505 CLEARING ACRE $4,250.00 0.26 $1,105.00 0.11 $467.50 0.05 $212.50 0.05 $212.50 0.05 $212.50
2101.505 GRUBBING ACRE $4,250.00 0.26 $1,105.00 0.11 $467.50 0.05 $212.50 0.05 $212.50 0.05 $212.50
2101.524 CLEARING TREE $266.00 15 $3,990.00 8 $2,128.00 1 $266.00 6 $1,596.00
2101.524 GRUBBING TREE $133.00 15 $1,995.00 8 $1,064.00 1 $133.00 6 $798.00
2102.503 PAVEMENT MARKING REMOVAL LIN FT $0.72 54350 $39,132.00 33950 $24,444.00 20400 $14,688.00
2104.502 REMOVE MANHOLE OR CATCH BASIN EACH $685.00 3 $2,055.00 3 $2,055.00
2104.502 REMOVE PIPE APRON EACH $450.00 2 $900.00 2 $900.00
2104.502 REMOVE SIGN TYPE C EACH $41.20 87 $3,584.40 29 $1,194.80 26 $1,071.20 3 $123.60 29 $1,194.80
2104.502 REMOVE SIGN TYPE D EACH $200.00 2 $400.00 1 $200.00 1 $200.00
2104.502 REMOVE SIGN TYPE SPECIAL EACH $105.00 3 $315.00 3 $315.00
2104.502 REMOVE ENERGY ABSORBING TERMINAL EACH $285.00 4 $1,140.00 4 $1,140.00
2104.502 SALVAGE SIGN PANEL TYPE C EACH $41.20 2 $82.40 2 $82.40
2104.502 SALVAGE PIPE APRON EACH $325.00 4 $1,300.00 4 $1,300.00
2105.502 SALVAGE METAL APRON EACH $450.00 2 $900.00 2 $900.00
2104.502 SALVAGE SIGN TYPE C EACH $41.20 3 $123.60 3 $123.60
2104.502 SALVAGE SIGN TYPE D EACH $200.00 2 $400.00 2 $400.00
2104.503 REMOVE BITUMINOUS CURB LIN FT $0.80 4998 $3,998.40 4998 $3,998.40
2104.503 REMOVE GUARDRAIL LIN FT $3.35 551 $1,845.85 551 $1,845.85
2104.503 REMOVE PIPE CULVERTS LIN FT $12.75 1248 $15,912.00 351 $4,475.25 391 $4,985.25 506 $6,451.50
2104.503 SALVAGE PIPE CULVERTS LIN FT $17.00 70 $1,190.00 70 $1,190.00
2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $10.00 75 $750.00 75 $750.00
2104.503 SAWING BIT PAVEMENT (FULL DEPTH)LIN FT $1.95 5350 $10,432.50 473 $922.35 210 $409.50 1913 $3,730.35 2640 $5,148.00 114 $222.30
2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $20.00 52 $1,040.00 52 $1,040.00
2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $10.50 243 $2,551.50 243 $2,551.50
2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD $4.05 26038 $105,453.90 21911 $88,739.55 1212 $4,908.60 2580 $10,449.00 335 $1,356.75
2104.601 HAUL SALVAGED MATERIAL LUMP SUM $2,500.00 1 $2,500.00 1 $2,500.00
2401.601 REMOVE AND HAUL TREATED WOOD LUMP SUM $310.00 1 $310.00 1 $310.00
2105.507 COMMON EXCAVATION (P)CU YD $19.25 1781 $34,284.25 1781 $34,284.25
2105.507 COMMON BORROW (CV) (P)CU YD $22.50 1484 $33,390.00 1484 $33,390.00
2106.507 EXCAVATION - COMMON (P)CU YD $16.50 7795 $128,617.50 4173 $68,854.50 1212 $19,998.00 1147 $18,925.50 1263 $20,839.50
2106.507 EXCAVATION - SUBGRADE (P)CU YD $17.50 2237 $39,147.50 654 $11,445.00 1583 $27,702.50
2106.507 GRANULAR EMBANKMENT (CV)CU YD $36.25 88 $3,190.00 44 $1,595.00 44 $1,595.00
2106.507 SELECT GRANULAR EMBANKMENT (P)CU YD $17.00 3296 $56,032.00 1408 $23,936.00 1888 $32,096.00
2106.507 COMMON EMBANKMENT (CV) (P)CU YD $3.10 6476 $20,075.60 1037 $3,214.70 2796 $8,667.60 1639 $5,080.90 1004 $3,112.40
2106.607 EXCAVATION - SUBGRADE CORRECTION CU YD $53.00 88 $4,664.00 44 $2,332.00 44 $2,332.00
2118.507 AGGREGATE SURFACING (CV) CLASS 1 MOD (P)CU YD $65.00 1066 $69,290.00 11 $715.00 611 $39,715.00 151 $9,815.00 293 $19,045.00
2118.509 AGGREGATE SURFACING CLASS 2 (LIME ROCK)TON $50.00 34 $1,700.00 34 $1,700.00
2118.509 AGGREGATE SURFACING CLASS 5 TON $32.25 109 $3,515.25 109 $3,515.25
2118.609 AGGREGATE SURFACING SPECIAL TON $38.00 49 $1,862.00 49 $1,862.00
2123.601 UTILITY PROTECTION HOUR $290.00 15 $4,350.00 8 $2,320.00 5 $1,450.00 2 $580.00
2123.610 TRACTOR MOUNTED BACKHOE HOUR $175.00 20 $3,500.00 20 $3,500.00
2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR $100.00 250 $25,000.00 125 $12,500.00 75 $7,500.00 25 $2,500.00 25 $2,500.00
2130.523 WATER MGAL $10.00 700 $7,000.00 350 $3,500.00 210 $2,100.00 70 $700.00 70 $700.00
2131.604 DUST PALLIATIVE SQ YD $0.50 17895 $8,947.50 17895 $8,947.50
2211.507 AGGREGATE BASE (CV) CLASS 5 (P)CU YD $23.50 8979 $211,006.50 5558 $130,613.00 6 $141.00 716 $16,826.00 1139 $26,766.50 1560 $36,660.00
2215.604 FULL DEPTH RECLAMATION SQ YD $1.70 39216 $66,667.20 21298 $36,206.60 17918 $30,460.60
2231.509 BITUMINOUS PATCHING MIXTURE TON $150.00 100 $15,000.00 50 $7,500.00 50 $7,500.00
2232.504 MILL BITUMINOUS SURFACE (2.0")SQ YD $3.05 4431 $13,514.55 3505 $10,690.25 926 $2,824.30
2233.504 MILL BITUMINOUS SURFACE (3.0")SQ YD $1.80 38404 $69,127.20 21298 $38,336.40 17106 $30,790.80
2301.602 DRILL & GROUT REINF BAR (EPOXY COATED)EACH $10.30 8 $82.40 8 $82.40
2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;B)TON $58.80 1814 $106,663.20 1814 $106,663.20
2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON $68.25 17248 $1,177,176.00 4134 $282,145.50 6076 $414,687.00 629 $42,929.25 1165 $79,511.25 5244 $357,903.00
2411.607 CONCRETE STEPS CU YD $927.00 5 $4,635.00 5 $4,635.00
2451.507 FINE AGGREGATE BEDDING (LV)CU YD $42.50 265 $11,262.50 251 $10,667.50 14 $595.00
2451.507 FINE AGGREGATE BEDDING (CV)CU YD $65.00 303 $19,695.00 286 $18,590.00 17 $1,105.00
2501.502 15" CS SAFETY APRON EACH $545.00 4 $2,180.00 4 $2,180.00
2501.502 17" SPAN CS SAFETY APRON EACH $578.00 6 $3,468.00 6 $3,468.00
2501.502 15" RC PIPE APRON EACH $1,730.00 3 $5,190.00 3 $5,190.00
2501.502 18" RC PIPE APRON EACH $1,780.00 10 $17,800.00 2 $3,560.00 2 $3,560.00 6 $10,680.00
2501.502 18" RC SAFETY APRON EACH $1,810.00 2 $3,620.00 2 $3,620.00
2501.502 21" RC PIPE APRON EACH $2,060.00 2 $4,120.00 2 $4,120.00
2501.502 24" RC PIPE APRON EACH $2,110.00 1 $2,110.00 1 $2,110.00
2501.502 15" CAS SAFETY APRON EACH $675.00 2 $1,350.00 2 $1,350.00
2501.502 18" CAS SAFETY APRON EACH $735.00 4 $2,940.00 4 $2,940.00
2501.502 INSTALL PIPE APRON EACH $460.00 4 $1,840.00 4 $1,840.00
2501.502 INSTALL METAL APRON EACH $460.00 2 $920.00 2 $920.00
2501.503 15" CS PIPE CULVERT LIN FT $59.50 113 $6,723.50 113 $6,723.50
2500.503 15" CAS PIPE CULVERT LIN FT $85.75 16 $1,372.00 16 $1,372.00
2501.503 18" CAS PIPE CULVERT LIN FT $57.85 70 $4,049.50 70 $4,049.50
2501.503 18" RC PIPE CULVERT LIN FT $85.30 261 $22,263.30 261 $22,263.30
2501.503 17" SPAN CS PIPE-ARCH CULVERT LIN FT $60.86 104 $6,329.44 104 $6,329.44
2501.503 INSTALL PIPE CULVERT LIN FT $28.70 70 $2,009.00 70 $2,009.00
2501.502 21" SPAN CAS SAFETY APRON EACH $771.00 1 $771.00 1 $771.00
2501.503 18" RC PIPE CULVERT DESIGN 3006 CLASS IV LIN FT $66.25 93 $6,161.25 93 $6,161.25
2503.503 15" RC PIPE SEWER DES 3006 CL V LIN FT $49.50 1690 $83,655.00 1690 $83,655.00
2503.503 18" RC PIPE SEWER DES 3006 CL III LIN FT $53.50 1407 $75,274.50 1407 $75,274.50
2503.503 18" RC PIPE SEWER DES 3006 CL IV LIN FT $199.00 10 $1,990.00 10 $1,990.00
2503.503 21" RC PIPE SEWER DES 3006 CL III LIN FT $61.40 380 $23,332.00 380 $23,332.00
2503.503 21" RC PIPE SEWER DES 3006 CL IV LIN FT $205.00 5 $1,025.00 5 $1,025.00
2503.503 24" RC PIPE SEWER DES 3006 CL III LIN FT $81.35 39 $3,172.65 39 $3,172.65
2503.503 24" RC PIPE SEWER DES 3006 CL IV LIN FT $110.00 14 $1,540.00 14 $1,540.00
2503.602 CONNECT TO INPLACE CULVERT EACH $1,000.00 3 $3,000.00 3 $3,000.00
2503.602 CONNECT TO EXISTING STORM SEWER EACH $1,000.00 3 $3,000.00 3 $3,000.00
2503.603 CLEAN PIPE SEWER LIN FT $61.80 53 $3,275.40 53 $3,275.40
ITEM NO.ITEM DESCRIPTION UNIT UNIT COST TOTAL ESTIMATED
QUANTITY
TOTAL
ESTIMATED
COST
RECONSTRUCTION RECONDITIONING
S.A.P. 082-617-011 CITY PW-010 S.A.P. 082-617-011 S.A.P. 082-610-016
DRAINAGE CSAH17 TURN LANE CSAH10 TURN LANEROADWAYDRAINAGEROADWAYUTILITESROADWAY
EXHIBIT B
C.R. TURN LANE TO 50TH
ST N
CP 18-31706
RECONDITIONING
CITY UTILITIESC.R. 17B
BID RESULTS
CSAH 17 / CSAH 10
S.A.P. 082-617-011, S.A.P. 082-610-016
11/27/2018
EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST. QUANT.EST. COST EST.
QUANT.EST. COST EST.
QUANT.EST. COST EST.
QUANT.EST. COST
ITEM NO.ITEM DESCRIPTION UNIT UNIT COST TOTAL ESTIMATED
QUANTITY
TOTAL
ESTIMATED
COST
RECONSTRUCTION RECONDITIONING
S.A.P. 082-617-011 CITY PW-010 S.A.P. 082-617-011 S.A.P. 082-610-016
DRAINAGE CSAH17 TURN LANE CSAH10 TURN LANEROADWAYDRAINAGEROADWAYUTILITESROADWAY
EXHIBIT B
C.R. TURN LANE TO 50TH
ST N
CP 18-31706
RECONDITIONING
CITY UTILITIESC.R. 17B
2503.604 4" INSULATION SQ YD $37.00 125 $4,625.00 118 $4,366.00 7 $259.00
2504.602 ADJUST HYDRANT EACH $2,800.00 4 $11,200.00 1 $2,800.00 2 $5,600.00 1 $2,800.00
2405.602 FURNISH AND INSTALL GATE VALUE BOX EACH $1,500.00 4 $6,000.00 4 $6,000.00
2504.602 ADJUST GATE VALVE EACH $450.00 29 $13,050.00 14 $6,300.00 11 $4,950.00 4 $1,800.00
2506.502 CASTING ASSEMBLY EACH $950.00 62 $58,900.00 62 $58,900.00
2506.502 ADJUST FRAME & RING CASTING EACH $975.00 8 $7,800.00 3 $2,925.00 1 $975.00 2 $1,950.00 1 $975.00 1 $975.00
2506.503 CONST DRAINAGE STRUCTURE DESIGN H LIN FT $506.00 56 $28,336.00 56 $28,336.00
2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT $455.00 231 $105,105.00 231 $105,105.00
2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT $760.00 32 $24,320.00 32 $24,320.00
2506.503 CONST DRAINAGE STRUCTURE DES 72-4020 LIN FT $1,600.00 5 $8,000.00 5 $8,000.00
2506.602 CONSTRUCT CONTROL STRUCTURE EACH $5,400.00 7 $37,800.00 7 $37,800.00
2511.504 GEOTEXTILE FILTER TYPE 4 SQ YD $3.00 333 $999.00 135 $405.00 198 $594.00
2511.507 RANDOM RIPRAP CLASS II CU YD $118.00 21 $2,478.00 21 $2,478.00
2511.507 RANDOM RIPRAP CLASS III CU YD $118.00 86 $10,148.00 35 $4,130.00 51 $6,018.00
2512.507 RANDOM RIPRAP CLASS IV CU YD $118.00 38 $4,484.00 30 $3,540.00 8 $944.00
2531.503 CONCRETE CURB & GUTTER DESIGN B424 LIN FT $14.95 9608 $143,639.60 7206 $107,729.70 2402 $35,909.90
2531.503 CONCRETE CURB & GUTTER - MANUAL PLACEMENT LIN FT $30.90 108 $3,337.20 108 $3,337.20
2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $61.15 270 $16,510.50 270 $16,510.50
2540.602 MAIL BOX SUPPORT EACH $120.00 35 $4,200.00 25 $3,000.00 10 $1,200.00
2554.502 GUIDE POST TYPE B EACH $77.25 8 $618.00 8 $618.00
2554.502 ANCHORAGE ASSEMBLY - PLATE BEAM EACH $824.00 3 $2,472.00 3 $2,472.00
2554.502 END TREATMENT- TANGENT TERMINAL EACH $2,884.00 5 $14,420.00 4 $11,536.00 1 $2,884.00
2554.503 TRAFFIC BARRIER DESIGN TYPE 31 LIN FT $22.70 1646 $37,364.20 525 $11,917.50 1121 $25,446.70
2554.503 TRAFFIC BARRIER DESIGN B8307 LIN FT $27.30 88 $2,402.40 88 $2,402.40
2554.503 PERMANENT BARRICADES EACH $567.00 1 $567.00 1 $567.00
2563.601 TRAFFIC CONTROL SUPERVISOR LUMP SUM $9,270.00 1 $9,270.00 0.24 $2,224.80 0.11 $1,019.70 0.02 $185.40 0.21 $1,946.70 0.06 $556.20 0.07 $648.90 0.29 $2,688.30
2563.601 TRAFFIC CONTROL LUMP SUM $115,000.00 1 $115,000.00 0.24 $27,600.00 0.11 $12,650.00 0.02 $2,300.00 0.21 $24,150.00 0.06 $6,900.00 0.07 $8,050.00 0.29 $33,350.00
2563.601 ALTERNATE PEDESTRAIN ROUTE LUMP SUM $6,700.00 1 $6,700.00 0.35 $2,345.00 0.15 $1,005.00 0.02 $134.00 0.29 $1,943.00 0.08 $536.00 0.11 $737.00
2563.602 FLEXIBLE DELINEATOR TYPE A EACH $36.00 17 $612.00 8 $288.00 9 $324.00
2563.610 FLAGGER HOUR $76.00 600 $45,600.00 200 $15,200.00 400.00 $30,400.00
2563.610 POLICE OFFICER HOUR $125.00 20 $2,500.00 20 $2,500.00
2363.613 PORTABLE CHANGEABLE MESSAGE SIGN UDAY $128.75 41 $5,278.75 21 $2,703.75 20.00 $2,575.00
2563.618 CONSTRUCTION SIGN - SPECIAL SQ FT $21.65 641 $13,877.65 150 $3,247.50 491 $10,630.15
2564.502 INSTALL SIGN PANEL TYPE C EACH $140.00 5 $700.00 2 $280.00 3 $420.00
2564.502 INSTALL SIGN PANEL TYPE D EACH $170.00 2 $340.00 2 $340.00
2564.518 SIGN PANELS TYPE C SQ FT $37.60 673 $25,304.80 236 $8,873.60 216 $8,121.60 13 $488.80 74 $2,782.40 134 $5,038.40
2564.518 SIGN PANELS TYPE D SQ FT $43.80 107 $4,686.60 48 $2,102.40 43 $1,883.40 16 $700.80
2564.518 SIGN PANELS TYPE SPECIAL SQ FT $41.00 48 $1,968.00 48 $1,968.00
2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM $2,000.00 1 $2,000.00 1 $2,000.00
2573.502 STORM DRAIN INLET PROTECTION EACH $135.00 58 $7,830.00 58 $7,830.00
2573.502 CULVERT END CONTROLS EACH $250.00 8 $2,000.00 3 $750.00 5 $1,250.00
2573.503 SILT FENCE, TYPE MS LIN FT $1.75 14294 $25,014.50 4381 $7,666.75 4631 $8,104.25 3533 $6,182.75 1749 $3,060.75
2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT $2.15 9382 $20,171.30 4892 $10,517.80 2431 $5,226.65 2059 $4,426.85
2573.503 SEDIMENT CONTROL LOG TYPE STRAW LIN FT $2.50 200 $500.00 200 $500.00
2573.503 SEDIMENT CONTROL LOG TYPE BLANKET SYSTEM LIN FT $3.35 100 $335.00 100 $335.00
2573.550 EROSION CONTROL SUPERVISOR LUMP SUM $3,500.00 1 $3,500.00 0.24 $840.00 0.11 $385.00 0.02 $70.00 0.21 $735.00 0.06 $210.00 0.07 $245.00 0.29 $1,015.00
2574.508 FERTILIZER TYPE 3 POUND $0.57 576 $328.32 151 $86.07 16 $9.12 11 $6.27 398 $226.86
2574.508 FERTILIZER TYPE 4 POUND $0.57 495 $282.15 53 $30.21 229 $130.53 81 $46.17 132 $75.24
2575.504 EROSION CONTROL BLANKETS CATEGORY 0 SQ YD $1.43 8591 $12,285.13 827 $1,182.61 4480 $6,406.40 3284 $4,696.12
2575.504 EROSION CONTROL BLANKETS CATEGORY 3N SQ YD $1.26 17504 $22,055.04 4906 $6,181.56 4759 $5,996.34 266 $335.16 4664 $5,876.64 2909 $3,665.34
2576.504 EROSION CONTROL BLANKETS CATEGORY 4N SQ YD $1.46 3439 $5,020.94 183 $267.18 668 $975.28 2588 $3,778.48
2575.504 RAPID STABILIZATION METHOD 4 SQ YD $1.55 2588 $4,011.40 2588 $4,011.40
2575.505 SEEDING ACRE $87.55 6.1 $534.06 1.2 $105.06 2.0 $175.10 0.7 $61.29 1.1 $96.31 1.1 $96.31
2575.508 SEED MIXTURE 25-121 POUND $3.54 53 $187.62 46 $162.84 4 $14.16 3 $10.62
2575.508 SEED MIXTURE 33-261 POUND $28.07 146 $4,098.22 16 $449.12 67 $1,880.69 24 $673.68 39 $1,094.73
2575.508 SEED MIXTURE 25-141 POUND $3.22 67 $215.74 67 $215.74
2575.508 SEED MIXTURE 33-361 POUND $29.98 0.5 $14.99 0.5 $14.99
2575.523 RAPID STABILIZATION METHOD 3 MGAL $437.75 33 $14,445.75 11 $4,815.25 6 $2,626.50 6 $2,626.50 6 $2,626.50 4 $1,751.00
2580.603 INTERIM PAVEMENT MARKING LIN FT $0.23 5209 $1,198.07 98 $22.54 105 $24.15 5006 $1,151.38
2582.503 4" SOLID LINE PAINT LIN FT $0.23 27605 $6,349.15 19400 $4,462.00 8205 $1,887.15
2582.503 4" DOUBLE SOLID LINE PAINT LIN FT $0.45 4665 $2,099.25 4665 $2,099.25
2582.503 4" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT $0.54 27760 $14,990.40 10900 $5,886.00 11205 $6,050.70 1000 $540.00 3200 $1,728.00 1455 $785.70
2582.503 6" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT $0.80 12967 $10,373.60 1295 $1,036.00 11672 $9,337.60
2582.503 24" SOLID MULTI-COMPONENT GROUND IN (WR)LIN FT $0.76 2715 $2,063.40 1230 $934.80 1275 $969.00 210 $159.60
2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN (WR)LIN FT $0.54 1983 $1,070.82 640 $345.60 420 $226.80 100.00 $54.00 823.00 $444.42
2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT $1.07 10281 $11,000.67 1625 $1,738.75 4100 $4,387.00 2950 $3,156.50 1606 $1,718.42
2582.503 24" SOLID LINE PREF THERMO GR IN LIN FT $21.02 29 $609.58 29 $609.58
2582.518 PAVT MSSG PREF TAPE GR IN SQ FT $31.47 135 $4,248.45 135 $4,248.45
2582.518 PAVEMENT MESSAGE - PREFORM THERMOPLASTIC GROUND IN SQ FT $22.87 165 $3,773.55 60 $1,372.20 60 $1,372.20 45 $1,029.15
2582.603 PAVEMENT MARKING SPECIAL LIN FT $5.15 40 $206.00 40 $206.00
$50,000.00 1 $50,000.00
1.00 $357,500.00 0.34 $122,547.60 0.19 $68,755.73 0.02 $5,968.24 0.00 $1,218.48 0.27 $98,170.52 0.01 $3,868.35 0.06 $21,542.18 0.10 $35,428.89
0.08 1.00 $305,625.20 0.26 $78,648.69 0.14 $44,126.11 0.01 $3,830.30 0.00 $782.00 0.21 $63,003.95 0.01 $2,482.63 0.05 $13,825.36 0.07 $22,737.58 0.25 $75,964.58 0.00 $224.00
1.00 $10,000.00 0.45 $4,500.00 0.55 $5,500.00
1.00 -$6,317.73 1.00 -$6,317.73
$11,775.48 $948,723.84 $37,383.88 $208,184.49
VBWD GRANT
TOTAL ESTIMATED COST $4,537,122.50 $1,188,804.95 $664,458.19 $342,386.27
$31,032.90 $172,816.96 $284,219.80
DESIGN ENGINEERING
RIGHT OF WAY - 55% CITY, 45% COUNTY
CONSTRUCTION ENGINEERING
CR 17 TURN LANE TO 50TH STREET N
$9,775.00 $787,549.37TOTAL ESTIMATED CONSTRUCTION COST $3,820,315.04 $983,108.66 $551,576.35 $47,878.80
$56,859.61 $50,000.00
$2,800.00
$3,024.00
$949,557.21
$1,025,521.78