HomeMy WebLinkAboutItem 06.h Date: April 6, 2020 Item No.
2020 STREET RECONSTRUCTION PROJECT
AWARD OF CONSTRUCTION CONTRACT, AMEND FUNDING/BUDGETS, AND
APPROVE SOO LINE RAILROAD COMPANY AND BRAUN INTERTEC
AGREEMENTS FOR PROFESSIONAL SERVICES
Proposed Action
Staff recommends adoption of the following motion: Move to approve 1) resolution awarding
contract to McNamara Contracting, Inc for the 2020 Street Reconstruction Project, City Project
20-02; 2) resolution authorizing funding and 2020 budget amendments and fund transfers; and 3)
agreements with Soo Line Railroad Company and Braun Intertec for professional services.
Overview
On Friday, February 21, 2020, at 10:00 a.m. the City received three bids for City Project 20-02
ranging from a low bid of $8,886,039.92 submitted by McNamara Contracting to a high bid of
$10,380,040.00. The engineer’s estimate of the construction cost was $9,257,941.25. The total
estimated project cost is $11,366,047; funding sources are named in the attached Project Financing.
The City is partnering with Soo Line Railroad Company (Soo Line) and Braun Intertec (Braun) to
create project-delivery efficiencies. Soo Line will construct a new crossing surface and Braun will
provide construction materials testing and laboratory inspection. Soo Line’s agreement and
Braun’s proposal identify the scope of services and estimated costs to complete the work.
The Assessment Hearing will be held in the coming months. The public hearing notice will be
published in the official newspaper, and also mailed to each affected property owner, pursuant to
the requirements of Minnesota Statutes, Chapter 429 for local improvements.
Primary Issues to Consider (See attached)
• Project Financing
Supporting Information
• Resolution Awarding Contract and Bid Tabulation
• Resolution Authorizing Funding
• Soo Line Railroad Company Agreement and Braun Intertec Proposal (dated 2/28/20)
Financial Impact: $11,366,047 Budgeted: Y☒ N☐ Source: Multiple Sources
Related Documents: Lakeville 5-year Capital Improvement Plan (2020-2024)
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: Alex Jordan, Assistant City Engineer
Primary Issues to Consider
Project Financing
Proposed street improvements include full-depth pavement reclamation and spot replacement of
structurally-deficient curb and gutter. Water system improvements include corrosion protection
of existing iron watermain pipe. Storm sewer improvements include storm water management
basin maintenance (funded by the Environmental Resources Fund).
The adopted Lakeville 5-year Capital Improvement Plan (2020-2024) programs an estimated
project cost of $13,524,939. The City’s estimated total project cost is $11,366,047.
Funding Sources Amount
City of Lakeville (Property Taxes) $6,243,342
Special Assessments $3,453,726
Water Operating Fund $1,098,253
Sanitary Sewer Operating Fund $320,676
Environmental Resources Fund $170,274
Park Improvements (split funding/bonds) $79,776
Total $11,366,047
The Orchard Lake Boat Launch improvements of $79,776 will be funded $25,000 by the City’s
Park Improvement Fund, with the remainder to be financed by bonds.
CITY OF LAKEVILLE
RESOLUTION NO. 20-
RESOLUTION AWARDING CONTRACT FOR
2020 STREET RECONSTRUCTION PROJECT
WHEREAS, the City of Lakeville received sealed bids on Friday, February 21, 2020, at 10:00 a.m.
for 2020 Street Reconstruction Project, City Project 20-02; and
WHEREAS, the lowest responsible bid was from McNamara Contracting, Inc.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Lakeville, Minnesota
hereby awards the contract for City Project 20-02 to the lowest responsible bidder that meets all
the bid requirements, McNamara Contracting, Inc., with a bid in the amount of $8,886,039.92.
The construction is proposed to be completed as specified in the contract documents.
ADOPTED by the Lakeville City Council this 6th day of April 2020
______________________________
Douglas P. Anderson, Mayor
_________________________________
Charlene Friedges, City Clerk
CITY OF LAKEVILLE
RESOLUTION NO. 20-
RESOLUTION AUTHORIZING FUNDING FOR
2020 STREET RECONSTRUCTION PROJECT
CITY PROJECT 20-02
WHEREAS, 2020 Street Reconstruction Project, City Project 20-02, is programmed in the adopted
Lakeville 5-year Capital Improvement Plan (2020-2024).
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeville, Minnesota:
The estimated project cost is $11,366,047 ; and anticipated funding sources are listed below. City
staff is hereby authorized to amend the 2020 budgets and make the appropriate transfers between
funds with respect to the project funding sources up to 10% above the estimated costs. Funding
transfers may include loans between funds to cover engineering and other costs incurred on the
project in advance of receiving other funding.
Funding Sources Amount
City of Lakeville (Property Taxes) $6,243,342
Special Assessments $3,453,726
Water Operating Fund $1,098,253
Sanitary Sewer Operating Fund $320,676
Environmental Resources Fund $170,274
Park Improvements (split funding/bonds) $79,776
Total $11,366,047
ADOPTED by the Lakeville City Council this 6th day of April 2020
______________________________
Douglas P. Anderson, Mayor
_________________________________
Charlene Friedges, City Clerk
AGREEMENT
THIS AGREEMENT (“Agreement”) is made and entered into by and between the CITY OF
LAKEVILLE, MINNESOTA, a Minnesota Municipal Corporation hereinafter referred to as
the “ROAD AUTHORITY” and SOO LINE RAILROAD COMPANY, doing business as
CANADIAN PACIFIC RAILWAY, hereinafter referred to as the “COMPANY.”
WITNESSETH
WHEREAS, 172nd Street West with DOT # 854265L as presently located in the City of
Lakeville, Dakota County, Minnesota, crosses at grade one track of the COMPANY at railroad
mile post 34.88 on the Savage Spur, Owatonna Subdivision, which crossing is constructed with
asphalt and is protected by warning devices that consist of standard railroad flashing lights; and
WHEREAS, the ROAD AUTHORITY proposes to have the COMPANY install a new
crossing surface with concrete crossing material at the location shown in “Exhibit A;” and
WHEREAS, the crossing surface work herein proposed to be performed by the COMPANY
shall be completed between July 13, 2020 and September 08, 2020 while the street is closed to
vehicular traffic; and.
WHEREAS, the parties desire to set forth the terms and conditions for surface improvements
of said crossing.
NOW, THEREFORE, in consideration of the promises and mutual covenants contained
herein, the parties agree as follows:
SECTION 1. The “Standard Provisions for Highway-Railroad Agreements” attached hereto
as “Exhibit C” are hereby made a part of this Agreement.
SECTION 2. Subject to the terms of this agreement, the COMPANY hereby grants its consent
to the reconstruction of 172nd Street West across its track as proposed by the ROAD
AUTHORITY.
SECTION 3. The ROAD AUTHORITY shall secure, or cause to be secured, all rights-of-
way or easements required for its project in addition to that provided for in Section 2 and,
except as provided herein, shall construct and complete its project all without cost or
assessment to the COMPANY.
SECTION 4. The parties shall construct, or cause to be constructed, the following items of
work:
4.1 WORK BY THE COMPANY. The COMPANY shall furnish, or cause to be furnished,
all of the labor, materials and work equipment required to perform and complete the following
work (the “COMPANY Work”):
Page 1 of 7
Engineering – East Region
120 South Sixth Street Suite 700
Minneapolis, MN 55402
Page 2 of 7
a. The removal of the existing grade crossing surface.
b. The preparation of the track structure.
c. The installation of the new concrete crossing surface
d. The incidental work necessary to complete the items hereinabove specified.
The COMPANY Work is more fully detailed in the attached “Exhibit B.”
The estimated total cost of the COMPANY Work to be performed by the COMPANY at the
expense of the ROAD AUTHORITY for the crossing surface, as indicated in the estimate of
cost attached hereto and marked “Exhibit B” is $91,217.15. The Road Authority is responsible
for 100% of the total costs for this project.
The COMPANY warrants that it shall perform all of the COMPANY Work under this
Agreement in a workmanlike and timely manner in accordance with all applicable standards
for work of the type at issue.
4.2 WORK BY THE ROAD AUTHORITY. The ROAD AUTHORITY shall furnish or
cause to be furnished, at its expense, all of the labor, material and work equipment required to
perform and complete the following work (the “ROAD AUTHORITY WORK”):
a. The reconstruction of 172nd Street West, including, grading, paving, installation of
approach signs, pavement markings, drainage facilities and vegetation establishment.
b. The paving of the roadway approaches up to the edge of the concrete crossing
surface.
c. The traffic control and detour signing.
d. Incidental work necessary to complete the items hereinabove specified.
4.3 The COMPANY Work and the ROAD AUTHORITY Work shall be completed in
accordance with the schematic contained in Exhibit A attached hereto and incorporated herein.
SECTION 5. In compliance with the Federal Highway Program Manual, Volume 6, Chapter
6, Section 2, Subsection 1, dated April 25, 1975, and supplements, which determine
COMPANY benefit and liability, the proposed grade crossing improvement meets
Classification 1 of Paragraph 6(b), a category not considered as a benefit to the COMPANY,
and no contribution by the COMPANY is required.
SECTION 6. Upon completion of this project, the ROAD AUTHORITY will reassume
jurisdiction for the roadway and will be responsible for maintaining the roadway and crossing
approaches up to the ends of the track ties at its expense. The COMPANY shall operate and
maintain its track, the crossing over its ties and the crossing warning devices in accordance
with Federal or State law as it shall be from time to time in the future while it operates its line
of railroad over such trackage and crossing, but this obligation to maintain said crossing and
warning devices shall cease in the event the COMPANY abandons its railroad operations over
Page 3 of 7
said track in the future, in which event the ROAD AUTHORITY may, if it desires, remove the
trackage and restore and maintain the crossing at its sole cost and expense.
SECTION 7. This Agreement shall be binding upon the parties hereto, their successors or
assigns.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed in
duplicate counterparts, each of which shall be considered as an original, by their duly
authorized officers, as of the dates below indicated.
CITY OF LAKEVILLE, MN SOO LINE RAILROAD COMPANY
d/b/a
CANADIAN PACIFIC
Recommended for Approval: Recommended for Approval:
By: ___________________________ By: _____________________________
City Manager Public Works
Date: _________________, 2020 Date: _________________, 2020
APPROVED: APPROVED:
_______________________________ ________________________________
Date: _________________, 2020 Date: ________________, 2020
Page 4 of 7
Exhibit A
Page 5 of 7
Exhibit B
Page 6 of 7
Exhibit C
STANDARD PROVISIONS FOR HIGHWAY-RAILROAD AGREEMENTS
(FEDERAL AID PROJECTS)
1. ALL COMPANY work shall be performed in accordance with the terms, stipulations
and conditions contained in the US Department of Transportation, Federal-Aid Highway
Program Manual Volume 1, Chapter 4, Section 3 and supplements to or revisions thereafter.
2. The COMPANY, for performance of its work, may bill the ROAD AUTHORITY
monthly for the ROAD AUTHORITY’S share of the actual costs and expenses incurred. These
progressive invoices may be rendered on the basis of the estimated percentage of the work
completed. The ROAD AUTHORITY after verifying that the bill is reasonable and proper
shall promptly reimburse the COMPANY.
The COMPANY, upon the completion of its work, shall send the ROAD AUTHORITY a
detailed final statement of actual expenses it incurred, including allowable additives. After the
ROAD AUTHORITY’S representatives have checked the final statement and have agreed that
the costs are reasonable and proper insofar as they are able to ascertain, the ROAD
AUTHORITY shall reimburse the COMPANY in the amount, less previous payments, if any,
equal to the amount billed.
After the ROAD AUTHORITY representatives have audited the expenses incurred by the
COMPANY and final inspection of the installation has been made, the COMPANY shall
reimburse the ROAD AUTHORITY for any item (or items) of expense found by the ROAD
AUTHORITY representatives to be ineligible for reimbursement.
3. It is understood that the project herein contemplated shall be subject to all appropriate
Federal laws, rules, regulations, orders and approvals pertaining to all agreements in general.
The use of said guidelines for reimbursement between the parties hereto shall not be deemed
to require reimbursement of the ROAD AUTHORITY by the Federal Highway Administration
as a condition precedent to the ROAD AUTHORITY’S obligation.
4. All work herein provided to be done by the ROAD AUTHORITY or its contractor or
contractors on the right-of-way or upon, over, under or across the railroad tracks of the
COMPANY shall be done in a manner satisfactory to the COMPANY and shall be performed
as such time and in such manner as not to interfere unnecessarily with the movement of trains
or traffic upon the tracks of the COMPANY. The ROAD AUTHORITY shall require its
contractors or contractors to use all care and precaution necessary to avoid accident, damage
or interference to the COMPANY’S tracks or the trains or traffic using its tracks, and to notify
the COMPANY a sufficient time in advance whenever the contractor is about to perform work
adjacent to the track to enable the COMPANY to arrange for the furnishing of flagging and
such other protective services as might be necessary to ensure the safety of railroad operations.
The COMPANY shall have the right to furnish all such flagging or protective service as in its
judgment is necessary, and the ROAD AUTHORITY or its contractor or contractors shall
reimburse the COMPANY for the cost thereof. Wherever safeguarding of trains or traffic or
the COMPANY is mentioned in this agreement, it is intended to cover all users of the
COMPANY’S track having permission for such use.
Page 7 of 7
5. The ROAD AUTHORITY shall require its contractor or contractors, upon completion
of the work, to remove all machinery, equipment, temporary buildings, false work, debris and
rubbish from COMPANY right-of-way, to provide proper drainage away from COMPANY
track, and to leave the tracks and right-of-way in a neat condition, satisfactory to the
COMPANY’S Chief Engineer or his representative.
6. Any contract between the ROAD AUTHORITY and its contractor or subcontractor to
perform the work herein provided to be done by the ROAD AUTHORITY shall require that
the contractor or sub-contractor protect SOO LINE RAILROAD COMPANY, and any other
railroad occupying or using COMPANY right-of-way or lines of railroad with the permission
of the COMPANY, against all loss and damage arising from the activities of the contractor or
any of its subcontractors or agents, and shall further provide that the contractor shall furnish
the COMPANY a Railroad Protective Liability Insurance policy providing for protection of
the COMPANY, in accordance with the Federal-Aid Policy Guide, Title 23, Part 140, Subpart
1 and any supplements to or revisions unless otherwise noted. The limits of the policy shall be
not less than $2,000,000 combined single limit per occurrence for bodily injury, death, property
damage and physical damage to property, with an aggregate limit of not less than $6,000,000
per policy period. The insurance policy shall be delivered to and approved by the COMPANY
prior to entry upon or use of its property to commence work upon, over, under, across or
adjacent to COMPANY tracks by the contractor.
7. Subsequent to the award of any contract, and before any work is started on this project,
a conference shall be held between the representatives of the ROAD AUTHORITY, the
COMPANY, and the interested contractor at a time and place designed by the ROAD
AUTHORITY for the purpose of coordinating the work to be performed by the several parties
and at such time a schedule of operation will be adopted.
8. The COMPANY will credit the ROAD AUTHORITY for the salvage value of all track,
communication and signal line material used on a temporary basis during the construction of
the project and accepted by the COMPANY for return to its stock.
The ROAD AUTHORITY shall be afforded a reasonable opportunity to inspect materials
recovered by the COMPANY prior to disposal by sale of scrap.
9. When the roadway is to be closed to vehicular traffic while the railroad work is being
performed, the ROAD AUTHORITY at its expense shall furnish, erect, maintain and remove
the traffic control devices necessary to detour highway traffic after the COMPANY gives two
weeks’ advance notice to the ROAD AUTHORITY’S engineer.
When the COMPANY is to perform its work while maintaining highway traffic, the ROAD
AUTHORITY shall furnish or cause to be furnished, at its expense, the signs, barricades and
traffic control devices for erection by the COMPANY after two weeks’ advance notice is given
to the ROAD AUTHORITY’S engineer. The COMPANY, at the expense of the ROAD
AUTHORITY, shall erect, maintain, relocate and remove the signs, barricades, and other traffic
control devices, including the furnishing of flagmen, as required to maintain highway traffic
throughout the time the railroad work is being performed.
AA/EOE
Braun Intertec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952.995.2000
Fax: 952.995.2020
Web: braunintertec.com
February 28, 2020 Proposal QTB116291
Alex Jordan, PE
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: Proposal for Construction Materials Testing Services
2020 Street Reconstruction Project
City Project No. 20-02
Lakeville, Minnesota
Dear Mr. Jordan:
Braun Intertec Corporation is pleased to submit this proposal to provide construction materials testing
services for the 2020 Street Reconstruction Project in Lakeville, Minnesota.
We have completed the geotechnical evaluation for this project, so we have a unique understanding of
the site and construction challenges. We can aid the construction team by applying this experience and
transferring our knowledge developed during the design phase which will provide professional continuity
to the construction. Our work on the project to date gives us familiarity with the project team and design
development which allows us to understand some of the considerations used when developing the
project’s design.
Since our inception in 1957, we have grown into one of the largest employee owned engineering firms in
the nation. With over 1,000 employee owners, retaining our firm gives you access to a diverse range of
services and professionals you can consult with if the unforeseen occurs. The size of our company also
allows us to respond quickly when schedule constraints occur.
We have a history of completing projects with the City of Lakeville including working with the City of
Lakeville on their annual reconstruction project since at least 2011. We believe that our past reputation
and record of performance should be considered when evaluating this proposal
Our Understanding of Project
This project will include reclaiming the existing bituminous and aggregate base, sub-grade preparation,
concrete placements for new curb and gutter, sidewalk, pedestrian ramps and driveways along with
general bituminous paving for new roadway surfaces. This project will also include improvements to the
storm sewer, sanitary sewer and water main utilities. The construction of a new modular block retaining
wall along 175th Street West near Orchard Lake will also be part of this project.
Available Project Information
Project plans and specifications prepared by WSB and Associates, Inc., January 21, 2020.
City of Lakeville
Proposal QTB116291
February 28, 2020
Page 2
Email correspondence with Alex Jordan regarding scope of services.
Scope of Services
Services are performed under the direction of a licensed professional engineer. Observation and testing
services will be performed on an on-call, as-needed basis as requested and scheduled by you or your on-
site project representative. After reviewing available information to determine compliance with project
plans and/or specifications and other design or construction documents, our scope of services for the
project will be limited to the tasks defined below.
Soil Related Services
Observe and evaluate the soils exposed in the bottoms of excavations to determine if the
soils are similar to those encountered with the geotechnical evaluation and suitable for
support of pavements. Our engineer can provide consultation for conditions that appear to
differ from the geotechnical evaluation.
Measure the in-place dry density, moisture content and relative compaction of fill placed for
pavement, retaining wall backfill, utility support, and of utility backfill for compliance with
the project documents. This task includes performing laboratory Proctor tests to provide
maximum dry densities from which the relative compaction of fill can be determined, as well
as the use of a nuclear density gauge to measure in-place dry densities and moisture
contents.
Sample and test aggregate base, full depth reclamation, select granular embankment,
granular bedding, structural backfill and coarse filter aggregate materials for compliance with
the project documents. This task includes laboratory gradation of these materials.
Perform dynamic cone penetrometer (DCP) tests on aggregate base and full depth
reclamation material.
Concrete Related Services
Sample and test fresh concrete associated with all general concrete placements for
compliance with the project documents, and cast test cylinders for laboratory compressive
strength testing. We assume that we will be able to appropriately dispose of excess concrete
(and associated wash water) on site at no additional cost to us.
Measure and report the compressive strength of the concrete test cylinders for compliance
with the project documents.
Bituminous Related Services
Sample and test bituminous pavement materials for compliance with the project documents.
This task includes rice-specific gravity, gyratory density, asphalt content, percent crushing,
fine aggregate angularity and extracted aggregate gradation tests of the bituminous.
City of Lakeville
Proposal QTB116291
February 28, 2020
Page 3
Perform bituminous coring and core testing. We will provide a two-man crew to mark and
cut cores at random locations on non-wear bituminous paving. Results will be analyzed for
compliance with the project documents.
Measure the in-place density of the fresh bituminous with a nuclear density gauge to help
the contractor develop a roll pattern for effective compaction on the bituminous wear
course.
Consulting, Project Communication and Reporting Services
Project management, including scheduling of our field personnel.
Review observation and test reports, and communicating with you and the parties you may
designate such as the project contractor(s), and other project team members, as needed.
Transmit test results to the project team on a weekly basis.
Basis of Scope of Work
The costs associated with the proposed scope of services were estimated using the following
assumptions. If the construction schedule is modified or the contractor completes the various phases of
the project at different frequencies or durations than shown in this proposal, we may need to adjust the
overall cost accordingly. The scope of work and number of trips required to perform these services are as
shown in the attached table. Notable assumptions in developing our estimate include:
Compaction testing will be performed using the nuclear density method on utility backfill,
subgrade preparation, and retaining wall backfill material; a minimum of two tests will be
conducted each trip with twenty-five trips assumed.
Testing on aggregate base and full depth reclamation material will be performed using the
Dynamic Cone Penetration (DCP) method; a minimum of four tests will be conducted each
trip with fourteen trips assumed.
We assume fifty-two sets of concrete tests will be required to complete the project. A set of
three cylinders will be broken at an age of 28 days for all general concrete placements.
We assume the rebar observations before concrete placements will be completed by the
project representative’s construction oversight manager.
Bituminous paving will be completed in twenty-nine days for this project.
We assume City of Lakeville personnel will observe the test rolling of soils and aggregate
base for this project.
We assume the project engineer of record will review and approve contractor’s quality
control submittals and test results.
City of Lakeville
Proposal QTB116291
February 28, 2020
Page 4
You, or others you may designate, will provide us with current and approved plans and
specifications for the project. Modification to these plans must also be sent to us so we can
review their incorporation into the work.
We will require a minimum of 24 hours’ notice for scheduling inspections for a specific time.
Shorter than 24 hours’ notice may impact our ability to perform the requested services, and
the associated impacts will be the responsibility of others.
If the work is completed at different rates than described above, this proposal should be revised. If the
pace of construction is different than described above, this proposal should be revised.
Cost and Invoicing
We will furnish the services described herein for an estimated fee of $89,857. Our estimated costs are
based on industry averages for construction production. Depending on the contractor’s performance,
our costs may be significantly reduced or slightly higher than estimated. A tabulation showing our
estimated hourly and/or unit rates associated with our proposed scope of services is also attached.
Additional Services and Overtime
It is difficult to estimate all of the services, and the quantity of each service, that will be required for any
project. Our services are also directly controlled by the schedule and performance of others. For these
reasons, our actual hourly or unit quantities and associated fees may vary from those reported herein.
If the number of hours or units ultimately required exceed those assumed for purposes of this proposal,
they will be invoiced at the hourly or unit rates shown in the attached tabulation. If services are
ultimately required that have not been identified or described herein, they will be invoiced in accordance
with our current Schedule of Charges. Prior to exceeding our estimated fees, we will update you
regarding the progress of our work. Fees associated with additional services will be summarized in a
Change Order and submitted to you for review and authorization.
This cost estimate was developed with the understanding that the scope of services defined herein will
be required and requested during our normal work hours of 7:00 a.m. to 4:00 p.m., Monday through
Friday. Services that we are asked to provide to meet the project requirements or the contractor’s
construction schedule outside our normal work hours will be invoiced using an overtime rate factor. The
factor for services provided outside our normal work hours or on Saturday will be 1.25 times the normal
hourly rate for the service provided. The factor for services provided on Sunday or legal holidays will be
1.5 times the normal hourly rate for the service provided. We have not included premiums for overtime;
however, we recommend that allowances and contingencies be made for overtime charges. You will be
billed only for services provided on a time and material basis.
City of Lakeville
Proposal QTB116291
February 28, 2020
Page 5
General Remarks
We will be happy to meet with you to discuss our proposed scope of services further and clarify the
various scope components.
We appreciate the opportunity to present this proposal to you. After reviewing this proposal, please sign
and return one copy to our office as notification of acceptance and authorization to proceed. If
anything in this proposal is not consistent with your requirements, please let us know immediately.
Braun Intertec will not release any written reports until we have received a signed agreement. Also,
ordering services from Braun Intertec constitutes acceptance of the terms of this proposal.
The proposed fee is based on the scope of services described and the assumption that our services will
be authorized within 30 days and that others will not delay us beyond our proposed schedule
Client:Service Description:Work Site Address:
Various Streets
Lakeville, MN 55044
City of Lakeville
Alex Jordan
20195 Holyoke Ave
Lakeville, MN 55044
(952) 985-4400
dlott@lakevillemn.gov
Construction Materials Testing
Description Quantity Units Unit Price Extension
Phase 1 Construction Materials Testing
Activity 1.1 Soil Testing $24,674.50
207 Compaction Testing - Nuclear 62.50 Hour 71.00 $4,437.50
Work Activity Detail Qty Units Hrs/Unit Extension
Utilities 10.00 Trips 2.50 25.00
Granular Backfill & Subgrade 10.00 Trips 2.50 25.00
Modular Block Retaining Wall Backfill 5.00 Trips 2.50 12.50
1308 Nuclear moisture-density meter charge, per hour 62.50 Each 18.00 $1,125.00
217 Compaction Testing - DCP 42.00 Hour 71.00 $2,982.00
Work Activity Detail Qty Units Hrs/Unit Extension
Full Depth Reclamation / Aggregate Base 14.00 Trips 3.00 42.00
206 Excavation Observations 10.00 Hour 91.00 $910.00
Work Activity Detail Qty Units Hrs/Unit Extension
Site Grading 2.00 Trips 5.00 10.00
126 Project Engineer 15.00 Hour 140.00 $2,100.00
128 Senior Engineer 8.00 Hour 155.00 $1,240.00
1530AG Asphalt Content of Aggregate Base, per sample 8.00 Each 134.00 $1,072.00
209 Sample pick-up 40.00 Hour 71.00 $2,840.00
1318 Moisture Density Relationship (Standard), per sample 6.00 Each 160.00 $960.00
1162 Sieve Analysis with 200 wash, per sample 40.00 Each 115.00 $4,600.00
1861 CMT Trip Charge 86.00 Each 28.00 $2,408.00
Activity 1.2 Concrete Testing $17,160.00
261 Concrete Testing 130.00 Hour 71.00 $9,230.00
Work Activity Detail Qty Units Hrs/Unit Extension
Sidewalk / Flatwork 18.00 Trips 2.50 45.00
Curb & Gutter 34.00 Trips 2.50 85.00
1364 Compressive strength of concrete cylinders (ASTM C 39),per
specimen
156.00 Each 25.00 $3,900.00
Work Activity Detail Qty Units Hrs/Unit Extension
Sidewalk / Flatwork 18.00 Sets 3.00 54.00
Curb & Gutter 34.00 Sets 3.00 102.00
278 Concrete Cylinder Pick up 26.00 Hour 71.00 $1,846.00
Work Activity Detail Qty Units Hrs/Unit Extension
Cylinder Pickup 26.00 Trips 1.00 26.00
1861 CMT Trip Charge 78.00 Each 28.00 $2,184.00
Activity 1.3 Pavement Testing $37,417.50
221 Mark and Observe Cores Hour 91.00 $.00
207 Compaction Testing - Nuclear 35.00 Hour 71.00 $2,485.00
Work Activity Detail Qty Units Hrs/Unit Extension
Roll Pattern 14.00 Trips 2.50 35.00
Page 1 of 202/28/2020 08:50 AM
Project Proposal
QTB116291
City of Lakeville - 2020 Street Reconstruction CP# 20-02
Proposal Total:$89,857.00
1308 Nuclear moisture-density meter charge, per hour 35.00 Each 18.00 $630.00
209 Sample pick-up 43.50 Hour 71.00 $3,088.50
Work Activity Detail Qty Units Hrs/Unit Extension
Sample Pick-Up 29.00 Trips 1.50 43.50
1542 Thickness and density of pavement core (ASTM D 2726)96.00 Each 45.00 $4,320.00
252 Bituminous Coring 49.00 Hour 160.00 $7,840.00
Work Activity Detail Qty Units Hrs/Unit Extension
Coring 14.00 Trips 3.50 49.00
2689 MnDOT Asphalt Verification, per sample 29.00 Each 602.00 $17,458.00
1861 CMT Trip Charge 57.00 Each 28.00 $1,596.00
Activity 1.4 Project Management $10,605.00
226 Project Manager 55.00 Hour 140.00 $7,700.00
228 Senior Project Manager 5.00 Hour 155.00 $775.00
238 Project Assistant 30.00 Hour 71.00 $2,130.00
Phase 1 Total:$89,857.00
Page 2 of 202/28/2020 08:50 AM
Project Proposal
QTB116291
City of Lakeville - 2020 Street Reconstruction CP# 20-02
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Schedule A. Orchard Lake Surface Improvements
1 2021.501/00010 MOBILIZATION LS 1 $123,000.00 $123,000.00 $107,000.00 $107,000.00 $126,000.00 $126,000.00
2 2101.524/00040 CLEARING TREE 7 $220.00 $1,540.00 $450.00 $3,150.00 $390.00 $2,730.00
3 2101.524/00050 GRUBBING TREE 7 $100.00 $700.00 $300.00 $2,100.00 $110.00 $770.00
4 2104.502/01220 REMOVE SIGN EACH 94 $30.00 $2,820.00 $37.00 $3,478.00 $38.00 $3,572.00
5 2104.503/00195 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 110 $4.00 $440.00 $2.00 $220.00 $5.50 $605.00
6 2104.503/00205 SAWING BIT PAVEMENT (FULL DEPTH)L F 400 $3.00 $1,200.00 $2.00 $800.00 $2.00 $800.00
7 2104.503/00315 REMOVE CURB & GUTTER L F 6985 $7.20 $50,292.00 $10.00 $69,850.00 $6.30 $44,005.50
8 2104.504/00080 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 360 $16.80 $6,048.00 $19.00 $6,840.00 $8.50 $3,060.00
9 2104.504/00110 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 700 $12.00 $8,400.00 $11.00 $7,700.00 $4.15 $2,905.00
10 2104.504/00120 REMOVE BITUMINOUS PAVEMENT S Y 150 $12.00 $1,800.00 $11.00 $1,650.00 $6.60 $990.00
11 2104.518/00100 REMOVE BITUMINOUS WALK S F 100 $1.20 $120.00 $3.00 $300.00 $2.70 $270.00
12 2104.518/00140 REMOVE CONCRETE WALK S F 2900 $3.60 $10,440.00 $2.00 $5,800.00 $1.00 $2,900.00
13 2104.601/LKVL01 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $15,000.00 $15,000.00 $5,250.00 $5,250.00 $2,000.00 $2,000.00
14 2104.602/000001 SALVAGE AND REINSTALL MAILBOX EACH 11 $65.00 $715.00 $63.00 $693.00 $66.00 $726.00
15 2104.618/010001 SALVAGE & REINSTALL STONE PAVER DRIVEWAY S F 100 $30.00 $3,000.00 $33.00 $3,300.00 $28.75 $2,875.00
16 2105.504/00035 GEOTEXTILE FABRIC TYPE 5 S Y 720 $2.00 $1,440.00 $1.00 $720.00 $1.75 $1,260.00
17 2105.610/LKVL01 EXPLORATORY EXCAVATION HOUR 24 $300.00 $7,200.00 $325.00 $7,800.00 $310.00 $7,440.00
18 2106.507/00010 EXCAVATION - COMMON C Y 3210 $36.00 $115,560.00 $35.00 $112,350.00 $21.25 $68,212.50
19 2106.507/00040 EXCAVATION - SUBGRADE C Y 590 $36.00 $21,240.00 $35.00 $20,650.00 $33.15 $19,558.50
20 2106.507/00080 SELECT GRANULAR EMBANKMENT (CV)C Y 2760 $30.00 $82,800.00 $15.00 $41,400.00 $18.50 $51,060.00
21 2106.507/00140 STABILIZING AGGREGATE (CV)C Y 460 $25.00 $11,500.00 $35.00 $16,100.00 $41.50 $19,090.00
22 2106.509/00010 STABILIZING AGGREGATE TON 420 $20.00 $8,400.00 $35.00 $14,700.00 $26.00 $10,920.00
23 2118.507/00030 AGGREGATE SURFACING (LV); CLASS 2 C Y 190 $60.00 $11,400.00 $90.00 $17,100.00 $56.00 $10,640.00
24 2123.610/00410 STREET SWEEPER (WITH PICKUP BROOM)HOUR 60 $120.00 $7,200.00 $125.00 $7,500.00 $138.00 $8,280.00
25 2130.523/00010 WATER MGAL 20 $50.00 $1,000.00 $50.00 $1,000.00 $35.00 $700.00
26 2131.506/00010 CALCIUM CHLORIDE SOLUTION GAL 7320 $0.50 $3,660.00 $0.50 $3,660.00 $1.50 $10,980.00
27 2211.507/00060 AGGREGATE BASE (LV) CLASS 5 C Y 1330 $25.00 $33,250.00 $15.00 $19,950.00 $26.00 $34,580.00
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
28 2215.504/00010 FULL DEPTH RECLAMATION S Y 70705 $4.80 $339,384.00 $5.00 $353,525.00 $3.50 $247,467.50
29 2232.604/00470 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 100 $16.00 $1,600.00 $14.00 $1,400.00 $5.00 $500.00
30 2357.506/00010 BITUMINOUS MATERIAL FOR TACK COAT GAL 3910 $2.40 $9,384.00 $2.00 $7,820.00 $3.00 $11,730.00
31 2360.503/010050 TYPE SP 9.5 WEAR CRS MIX (2,B) 3.0" THICK S Y 710 $35.00 $24,850.00 $40.00 $28,400.00 $28.00 $19,880.00
32 2360.509/12300 TYPE SP 9.5 WEARING COURSE MIX (2;C)TON 5430 $76.80 $417,024.00 $60.00 $325,800.00 $71.50 $388,245.00
33 2360.509/22305 TYPE SP 12.5 NON WEAR COURSE MIX (2;C)TON 7240 $79.20 $573,408.00 $60.00 $434,400.00 $68.00 $492,320.00
34 2360.509/23300 TYPE SP 12.5 WEARING COURSE MIX (3;C)TON 1570 $79.20 $124,344.00 $60.00 $94,200.00 $68.00 $106,760.00
35 2360.509/23305 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 1570 $79.20 $124,344.00 $60.00 $94,200.00 $67.00 $105,190.00
36 2504.602/ar1 IRRIGATION SYSTEM REPAIR EACH 65 $250.00 $16,250.00 $210.00 $13,650.00 $204.00 $13,260.00
37 2505.601/M8617 UTILITY COORDINATION L S 1 $5,000.00 $5,000.00 $1,750.00 $1,750.00 $65,000.00 $65,000.00
38 2521.518/00050 5" CONCRETE WALK S F 1400 $6.00 $8,400.00 $6.00 $8,400.00 $9.65 $13,510.00
39 2521.518/00060 6" CONCRETE WALK S F 1700 $14.40 $24,480.00 $11.00 $18,700.00 $16.35 $27,795.00
40 2531.503/02315 CONCRETE CURB & GUTTER DESIGN B618 L F 400 $26.00 $10,400.00 $21.00 $8,400.00 $20.50 $8,200.00
41 2531.503/04110 CONCRETE CURB & GUTTER DESIGN D412 L F 6585 $24.00 $158,040.00 $19.00 $125,115.00 $34.00 $223,890.00
42 2531.504/00070 7" CONCRETE DRIVEWAY PAVEMENT S Y 360 $78.00 $28,080.00 $73.00 $26,280.00 $92.50 $33,300.00
43 2531.601 ADA COMPLIANCE SUPERVISOR L S 1 $1,000.00 $1,000.00 $250.00 $250.00 $1,000.00 $1,000.00
44 2531.603/012568 7" CONCRETE VALLEY GUTTER L F 60 $40.00 $2,400.00 $80.00 $4,800.00 $35.00 $2,100.00
45 2531.604/LKVL01 7" CONCRETE DRIVEWAY PAVEMENT SPECIAL S Y 14 $120.00 $1,680.00 $175.00 $2,450.00 $300.00 $4,200.00
46 2531.618/00010 TRUNCATED DOMES S F 160 $50.00 $8,000.00 $45.00 $7,200.00 $52.00 $8,320.00
47 2535.503/00010 BITUMINOUS CURB L F 8150 $2.00 $16,300.00 $5.00 $40,750.00 $3.00 $24,450.00
48 2540.602/00145 MAIL BOX EACH 11 $30.00 $330.00 $30.00 $330.00 $30.30 $333.30
49 2540.602/00150 MAIL BOX SUPPORT EACH 11 $55.00 $605.00 $53.00 $583.00 $55.00 $605.00
50 2540.602/MSS01 TEMPORARY MAIL BOX EACH 230 $30.00 $6,900.00 $35.00 $8,050.00 $36.00 $8,280.00
51 2557.602/M7906 REPAIR DOG FENCE EACH 21 $100.00 $2,100.00 $156.00 $3,276.00 $100.00 $2,100.00
52 2563.601/00010 TRAFFIC CONTROL LS 1 $30,000.00 $30,000.00 $25,000.00 $25,000.00 $23,500.00 $23,500.00
53 2573.501/00025 STABILIZED CONSTRUCTION EXIT LS 1 $5,000.00 $5,000.00 $1,250.00 $1,250.00 $900.00 $900.00
54 2573.501/00030 EROSION CONTROL SUPERVISOR LS 1 $4,000.00 $4,000.00 $1,250.00 $1,250.00 $3,625.00 $3,625.00
55 2573.503/00020 SILT FENCE; TYPE HI L F 700 $4.00 $2,800.00 $4.00 $2,800.00 $3.00 $2,100.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
56 2573.503/00030 FLOTATION SILT CURTAIN TYPE STILL WATER L F 600 $20.00 $12,000.00 $21.00 $12,600.00 $15.00 $9,000.00
57 2573.503/00060 SEDIMENT CONTROL LOG TYPE STRAW L F 5960 $3.00 $17,880.00 $4.00 $23,840.00 $3.00 $17,880.00
58 2573.503/00065 SEDIMENT CONTROL LOG TYPE ROCK L F 100 $9.00 $900.00 $15.00 $1,500.00 $8.00 $800.00
59 2575.504/00053 EROSION CONTROL BLANKETS CATEGORY 3 S Y 300 $2.00 $600.00 $3.00 $900.00 $2.20 $660.00
60 2575.504/00110 RAPID STABILIZATION METHOD 4 S Y 200 $3.00 $600.00 $4.00 $800.00 $1.95 $390.00
61 2575.523/00010 WATER MGAL 20 $90.00 $1,800.00 $90.00 $1,800.00 $55.00 $1,100.00
62 2575.523/00020 RAPID STABILIZATION METHOD 3 MGAL 30 $300.00 $9,000.00 $630.00 $18,900.00 $605.75 $18,172.50
63 2575.604/LKVL01 HYDROMULCH S Y 6300 $12.00 $75,600.00 $11.00 $69,300.00 $1.75 $11,025.00
64 2582.503/10104 4" SOLID LINE PAINT L F 10755 $0.25 $2,688.75 $0.15 $1,613.25 $0.22 $2,366.10
65 2582.503/10404 4" DBLE SOLID LINE PAINT L F 6750 $0.40 $2,700.00 $0.25 $1,687.50 $0.35 $2,362.50
66 2582.518/01000 PAVT MSSG PAINT S F 15 $25.00 $375.00 $5.25 $78.75 $11.00 $165.00
Total Schedule A. Orchard Lake Surface Improvements $2,600,411.75 $2,254,109.50 $2,339,411.40
Schedule B. Lake Villa / Lake Marion Surface Improvements
67 2021.501/00010 MOBILIZATION LS 1 $182,000.00 $182,000.00 $56,000.00 $56,000.00 $52,000.00 $52,000.00
68 2101.524/00040 CLEARING TREE 8 $220.00 $1,760.00 $430.00 $3,440.00 $400.00 $3,200.00
69 2101.524/00050 GRUBBING TREE 8 $100.00 $800.00 $290.00 $2,320.00 $110.00 $880.00
70 2104.502/01220 REMOVE SIGN EACH 77 $30.00 $2,310.00 $36.00 $2,772.00 $40.00 $3,080.00
71 2104.503/00195 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 200 $4.00 $800.00 $2.00 $400.00 $5.50 $1,100.00
72 2104.503/00205 SAWING BIT PAVEMENT (FULL DEPTH)L F 470 $3.00 $1,410.00 $2.00 $940.00 $2.00 $940.00
73 2104.503/00315 REMOVE CURB & GUTTER L F 26600 $6.00 $159,600.00 $8.00 $212,800.00 $6.25 $166,250.00
74 2104.504/00080 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 800 $14.00 $11,200.00 $18.00 $14,400.00 $8.50 $6,800.00
75 2104.504/00110 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 1380 $10.00 $13,800.00 $14.00 $19,320.00 $4.15 $5,727.00
76 2104.504/00120 REMOVE BITUMINOUS PAVEMENT S Y 200 $10.00 $2,000.00 $10.00 $2,000.00 $7.80 $1,560.00
77 2104.518/00100 REMOVE BITUMINOUS WALK S F 3840 $1.00 $3,840.00 $1.50 $5,760.00 $1.00 $3,840.00
78 2104.518/00140 REMOVE CONCRETE WALK S F 11310 $3.00 $33,930.00 $1.50 $16,965.00 $1.00 $11,310.00
79 2104.601/LKVL01 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $15,000.00 $15,000.00 $16,000.00 $16,000.00 $2,000.00 $2,000.00
80 2104.602/000001 SALVAGE AND REINSTALL MAILBOX EACH 40 $65.00 $2,600.00 $63.00 $2,520.00 $66.00 $2,640.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
81 2104.618/010001 SALVAGE & REINSTALL STONE PAVER DRIVEWAY S F 170 $30.00 $5,100.00 $32.00 $5,440.00 $28.75 $4,887.50
82 2105.504/00035 GEOTEXTILE FABRIC TYPE 5 S Y 1178 $2.00 $2,356.00 $1.00 $1,178.00 $1.75 $2,061.50
83 2105.610/LKVL01 EXPLORATORY EXCAVATION HOUR 16 $250.00 $4,000.00 $325.00 $5,200.00 $300.00 $4,800.00
84 2106.507/00010 EXCAVATION - COMMON C Y 150 $30.00 $4,500.00 $33.00 $4,950.00 $38.00 $5,700.00
85 2106.507/00040 EXCAVATION - SUBGRADE C Y 985 $30.00 $29,550.00 $33.00 $32,505.00 $32.00 $31,520.00
86 2106.507/00140 STABILIZING AGGREGATE (CV)C Y 810 $25.00 $20,250.00 $29.00 $23,490.00 $41.50 $33,615.00
87 2106.509/00010 STABILIZING AGGREGATE TON 550 $20.00 $11,000.00 $15.00 $8,250.00 $26.00 $14,300.00
88 2123.610/00410 STREET SWEEPER (WITH PICKUP BROOM)HOUR 60 $120.00 $7,200.00 $125.00 $7,500.00 $140.00 $8,400.00
89 2130.523/00010 WATER MGAL 20 $50.00 $1,000.00 $50.00 $1,000.00 $35.00 $700.00
90 2131.506/00010 CALCIUM CHLORIDE SOLUTION GAL 7913 $0.50 $3,956.50 $0.50 $3,956.50 $1.50 $11,869.50
91 2211.507/00060 AGGREGATE BASE (LV) CLASS 5 C Y 200 $25.00 $5,000.00 $30.00 $6,000.00 $32.00 $6,400.00
92 2215.504/00010 FULL DEPTH RECLAMATION S Y 117220 $4.00 $468,880.00 $5.00 $586,100.00 $3.50 $410,270.00
93 2232.604/00470 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 100 $16.00 $1,600.00 $15.00 $1,500.00 $5.00 $500.00
94 2357.506/00010 BITUMINOUS MATERIAL FOR TACK COAT GAL 5620 $2.00 $11,240.00 $2.00 $11,240.00 $3.45 $19,389.00
95 2360.504/010783 TYPE SP 9.5 WEAR CRS MIX (2,B) 3.0" THICK S Y 1810 $35.00 $63,350.00 $36.00 $65,160.00 $27.00 $48,870.00
96 2360.509/12300 TYPE SP 9.5 WEARING COURSE MIX (2;C)TON 9690 $64.00 $620,160.00 $61.00 $591,090.00 $72.00 $697,680.00
97 2360.509/22305 TYPE SP 12.5 NON WEAR COURSE MIX (2;C)TON 12850 $66.00 $848,100.00 $62.00 $796,700.00 $68.25 $877,012.50
98 2360.509/23300 TYPE SP 12.5 WEARING COURSE MIX (3;C)TON 1740 $66.00 $114,840.00 $62.00 $107,880.00 $68.50 $119,190.00
99 2360.509/23305 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 1740 $66.00 $114,840.00 $62.00 $107,880.00 $68.00 $118,320.00
100 2504.602/M9270 IRRIGATION SYSTEM REPAIR EACH 100 $250.00 $25,000.00 $200.00 $20,000.00 $200.00 $20,000.00
101 2505.601/M8617 UTILITY COORDINATION L S 1 $5,000.00 $5,000.00 $1,500.00 $1,500.00 $47,000.00 $47,000.00
102 2521.518/00050 5" CONCRETE WALK S F 5270 $6.00 $31,620.00 $6.00 $31,620.00 $9.00 $47,430.00
103 2521.518/00060 6" CONCRETE WALK S F 9840 $12.00 $118,080.00 $11.00 $108,240.00 $15.75 $154,980.00
104 2531.503/04110 CONCRETE CURB & GUTTER DESIGN D412 L F 26600 $20.00 $532,000.00 $19.00 $505,400.00 $20.50 $545,300.00
105 2531.504/00070 7" CONCRETE DRIVEWAY PAVEMENT S Y 800 $65.00 $52,000.00 $75.00 $60,000.00 $93.00 $74,400.00
106 2531.601 ADA COMPLIANCE SUPERVISOR L S 1 $1,000.00 $1,000.00 $250.00 $250.00 $1,000.00 $1,000.00
107 2531.603/012568 7" CONCRETE VALLEY GUTTER L F 240 $40.00 $9,600.00 $80.00 $19,200.00 $35.00 $8,400.00
108 2531.604/LKVL01 7" CONCRETE DRIVEWAY PAVEMENT SPECIAL S Y 40 $120.00 $4,800.00 $175.00 $7,000.00 $275.00 $11,000.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
109 2531.618/00010 TRUNCATED DOMES S F 600 $50.00 $30,000.00 $45.00 $27,000.00 $52.00 $31,200.00
110 2540.602/00145 MAIL BOX EACH 15 $30.00 $450.00 $30.00 $450.00 $30.00 $450.00
111 2540.602/00150 MAIL BOX SUPPORT EACH 15 $55.00 $825.00 $50.00 $750.00 $55.00 $825.00
112 2540.602/M7905 MAIL BOX (TEMPORARY)EACH 425 $30.00 $12,750.00 $35.00 $14,875.00 $36.00 $15,300.00
113 2557.602/M7906 REPAIR DOG FENCE EACH 60 $100.00 $6,000.00 $140.00 $8,400.00 $100.00 $6,000.00
114 2563.601/00010 TRAFFIC CONTROL LS 1 $30,000.00 $30,000.00 $10,000.00 $10,000.00 $27,000.00 $27,000.00
115 2573.501/00025 STABILIZED CONSTRUCTION EXIT LS 1 $5,000.00 $5,000.00 $1,250.00 $1,250.00 $900.00 $900.00
116 2573.501/00030 EROSION CONTROL SUPERVISOR LS 1 $4,000.00 $4,000.00 $1,250.00 $1,250.00 $51,000.00 $51,000.00
117 2573.503/00020 SILT FENCE; TYPE HI L F 800 $4.00 $3,200.00 $4.00 $3,200.00 $3.00 $2,400.00
118 2573.503/00060 SEDIMENT CONTROL LOG TYPE STRAW L F 800 $3.00 $2,400.00 $5.00 $4,000.00 $3.00 $2,400.00
119 2573.503/00065 SEDIMENT CONTROL LOG TYPE ROCK L F 300 $9.00 $2,700.00 $8.00 $2,400.00 $8.00 $2,400.00
120 2575.504/00053 EROSION CONTROL BLANKETS CATEGORY 3 S Y 150 $2.00 $300.00 $4.00 $600.00 $2.20 $330.00
121 2575.504/00110 RAPID STABILIZATION METHOD 4 S Y 100 $3.00 $300.00 $5.00 $500.00 $2.00 $200.00
122 2575.523/00010 WATER MGAL 15 $90.00 $1,350.00 $90.00 $1,350.00 $55.00 $825.00
123 2575.523/00020 RAPID STABILIZATION METHOD 3 MGAL 55 $300.00 $16,500.00 $630.00 $34,650.00 $605.00 $33,275.00
124 2575.604/LKVL01 HYDROMULCH S Y 15600 $10.00 $156,000.00 $11.00 $171,600.00 $1.75 $27,300.00
125 2582.503/10104 4" SOLID LINE PAINT L F 18100 $0.25 $4,525.00 $0.15 $2,715.00 $0.22 $3,982.00
126 2582.503/10124 24" SOLID LINE PAINT L F 120 $7.00 $840.00 $5.00 $600.00 $3.30 $396.00
127 2582.503/10404 4" DBLE SOLID LINE PAINT L F 9100 $0.40 $3,640.00 $0.25 $2,275.00 $0.35 $3,185.00
128 2582.518/05000 CROSSWALK PAINT S F 180 $2.00 $360.00 $3.00 $540.00 $2.20 $396.00
Total Schedule B. Lake Villa / Lake Marion Surface Improvments $3,828,212.50 $3,764,271.50 $3,796,086.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
Schedule C. Watermain Improvements
129 2021.501/00010 MOBILIZATION LS 1 $45,000.00 $45,000.00 $46,000.00 $46,000.00 $23,000.00 $23,000.00
130 2104.502/00880 REMOVE HYDRANT EACH 2 $750.00 $1,500.00 $500.00 $1,000.00 $880.00 $1,760.00
131 2105.601/00015 DEWATERING LS 1 $3,000.00 $3,000.00 $1.00 $1.00 $50,000.00 $50,000.00
132 2105.610/LKVL01 EXPLORATORY EXCAVATION HOUR 17 $500.00 $8,500.00 $400.00 $6,800.00 $250.00 $4,250.00
133 2451.609/00040 GRANULAR FOUNDATION AND/OR BEDDING TON 160 $30.00 $4,800.00 $20.00 $3,200.00 $92.00 $14,720.00
134 2504.602/00011 CONNECT TO EXISTING WATERMAIN (SPEC)EACH 2 $2,000.00 $4,000.00 $1,500.00 $3,000.00 $6,000.00 $12,000.00
135 2504.602/00014 CONNECT TO EXISTING WATER SERVICE EACH 1 $200.00 $200.00 $1,000.00 $1,000.00 $275.00 $275.00
136 2504.602/00020 HYDRANT EACH 2 $5,000.00 $10,000.00 $6,700.00 $13,400.00 $7,325.00 $14,650.00
137 2504.602/00022 RELOCATE HYDRANT & VALVE EACH 1 $4,000.00 $4,000.00 $3,900.00 $3,900.00 $11,400.00 $11,400.00
138 2504.602/00025 ADJUST HYDRANT EACH 2 $1,400.00 $2,800.00 $1,000.00 $2,000.00 $2,600.00 $5,200.00
139 2504.602/00410 1" CORPORATION STOP EACH 1 $800.00 $800.00 $900.00 $900.00 $500.00 $500.00
140 2504.602/00806 6" GATE VALVE & BOX EACH 9 $3,600.00 $32,400.00 $7,000.00 $63,000.00 $3,550.00 $31,950.00
141 2504.602/00812 12" GATE VALVE & BOX EACH 2 $8,000.00 $16,000.00 $9,500.00 $19,000.00 $7,225.00 $14,450.00
142 2504.602/01222020 INSTALL HYDRANT LEAD RESTRAINT EACH 32 $800.00 $25,600.00 $260.00 $8,320.00 $1,375.00 $44,000.00
143 2504.602/03100 1" CURB STOP & BOX EACH 1 $800.00 $800.00 $1,000.00 $1,000.00 $750.00 $750.00
144 2504.602/LKVL01 SACRIFICIAL ANODE BAG (32 LB)EACH 231 $200.00 $46,200.00 $195.00 $45,045.00 $245.00 $56,595.00
145 2504.602/LKVL02 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 102 $3,000.00 $306,000.00 $3,000.00 $306,000.00 $2,925.00 $298,350.00
146 2504.602/LKVL03 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 129 $3,200.00 $412,800.00 $2,850.00 $367,650.00 $3,900.00 $503,100.00
147 2504.602/LKVL04 METER BOX COVER EACH 5 $600.00 $3,000.00 $150.00 $750.00 $125.00 $625.00
148 2504.603/00710 1" TYPE K COPPER PIPE L F 30 $70.00 $2,100.00 $60.00 $1,800.00 $64.00 $1,920.00
149 2504.603/02008 8" PVC WATERMAIN L F 30 $100.00 $3,000.00 $60.00 $1,800.00 $68.25 $2,047.50
150 2504.604/01100 4" POLYSTYRENE INSULATION S Y 45 $40.00 $1,800.00 $35.00 $1,575.00 $48.50 $2,182.50
151 2504.608/00020 DUCTILE IRON FITTINGS LB 1250 $10.00 $12,500.00 $10.00 $12,500.00 $13.76 $17,200.00
Total Schedule C. Watermain Improvements $946,800.00 $909,641.00 $1,110,925.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
Schedule D. Sanitary Sewer Improvements
152 2021.501/00010 MOBILIZATION LS 1 $10,000.00 $10,000.00 $3,500.00 $3,500.00 $5,000.00 $5,000.00
153 2104.502/00820 REMOVE CASTING EACH 12 $100.00 $1,200.00 $80.00 $960.00 $265.00 $3,180.00
154 2104.503/00290 REMOVE SEWER PIPE (SANITARY)L F 80 $15.00 $1,200.00 $17.00 $1,360.00 $33.00 $2,640.00
155 2105.601/00015 DEWATERING LS 1 $1,000.00 $1,000.00 $1.00 $1.00 $11,500.00 $11,500.00
156 2503.602/00131 RECONNECT TO EXISTING SANITARY SEWER SER EACH 2 $800.00 $1,600.00 $750.00 $1,500.00 $1,375.00 $2,750.00
157 2503.602/00300 CONNECT TO EXISTING SANITARY SEWER EACH 3 $1,500.00 $4,500.00 $2,000.00 $6,000.00 $5,000.00 $15,000.00
158 2503.603/00104 4" PVC PIPE SEWER L F 60 $60.00 $3,600.00 $90.00 $5,400.00 $145.00 $8,700.00
159 2503.603/21008 8" PVC PIPE SEWER L F 47 $90.00 $4,230.00 $80.00 $3,760.00 $245.00 $11,515.00
160 2506.502/06000 CASTING ASSEMBLY EACH 12 $700.00 $8,400.00 $1,100.00 $13,200.00 $850.00 $10,200.00
161 2506.502/06020 ADJUST FRAME & RING CASTING EACH 246 $600.00 $147,600.00 $700.00 $172,200.00 $700.00 $172,200.00
162 2506.602/M7857 CHIMNEY SEALS EACH 258 $180.00 $46,440.00 $225.00 $58,050.00 $160.00 $41,280.00
Total Schedule D. Sanitary Sewer Improvements $229,770.00 $265,931.00 $283,965.00
Schedule E. Storm Sewer Improvements
163 2021.501/00010 MOBILIZATION LS 1 $50,000.00 $50,000.00 $40,000.00 $40,000.00 $90,000.00 $90,000.00
164 2104.502/00820 REMOVE CASTING EACH 78 $80.00 $6,240.00 $70.00 $5,460.00 $100.00 $7,800.00
165 2104.502/00910 REMOVE DRAINAGE STRUCTURE EACH 109 $500.00 $54,500.00 $600.00 $65,400.00 $220.00 $23,980.00
166 2104.503/00220 REMOVE PIPE DRAIN L F 260 $2.00 $520.00 $13.00 $3,380.00 $2.25 $585.00
167 2104.503/00285 REMOVE SEWER PIPE (STORM)L F 2588 $10.00 $25,880.00 $15.00 $38,820.00 $5.50 $14,234.00
168 2501.502/05012 12" RC PIPE APRON EACH 1 $1,200.00 $1,200.00 $1,000.00 $1,000.00 $1,100.00 $1,100.00
169 2501.502/05015 15" RC PIPE APRON EACH 2 $1,400.00 $2,800.00 $1,100.00 $2,200.00 $1,325.00 $2,650.00
170 2502.503/01040 4" TP PIPE DRAIN L F 260 $26.00 $6,760.00 $19.00 $4,940.00 $25.00 $6,500.00
171 2502.503/08040 4" PERF TP PIPE DRAIN L F 40 $26.00 $1,040.00 $31.00 $1,240.00 $25.00 $1,000.00
172 2502.503/08060 6" PERF TP PIPE DRAIN L F 120 $30.00 $3,600.00 $35.00 $4,200.00 $25.00 $3,000.00
173 2502.602/00260 4" TP PIPE DRAIN CLEAN OUT EACH 3 $200.00 $600.00 $150.00 $450.00 $315.00 $945.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
174 2502.602/00270 6" TP PIPE DRAIN CLEAN OUT EACH 3 $250.00 $750.00 $225.00 $675.00 $375.00 $1,125.00
175 2502.602/010004 CONNECT TP PIPE DRAIN EACH 12 $400.00 $4,800.00 $225.00 $2,700.00 $430.00 $5,160.00
176 2503.503/19125 12" RC PIPE SEWER DES 3006 CL V L F 1810 $54.00 $97,740.00 $55.00 $99,550.00 $45.00 $81,450.00
177 2503.503/19155 15" RC PIPE SEWER DES 3006 CL V L F 946 $60.00 $56,760.00 $59.00 $55,814.00 $46.00 $43,516.00
178 2503.503/19183 18" RC PIPE SEWER DES 3006 CL III L F 122 $65.00 $7,930.00 $63.00 $7,686.00 $50.00 $6,100.00
179 2503.503/19213 21" RC PIPE SEWER DES 3006 CL III L F 228 $70.00 $15,960.00 $70.00 $15,960.00 $55.00 $12,540.00
180 2503.503/19243 24" RC PIPE SEWER DES 3006 CL III L F 32 $80.00 $2,560.00 $75.00 $2,400.00 $60.00 $1,920.00
181 2503.503/19273 27" RC PIPE SEWER DES 3006 CL III L F 78 $90.00 $7,020.00 $95.00 $7,410.00 $77.00 $6,006.00
182 2503.503/19303 30" RC PIPE SEWER DES 3006 CL III L F 16 $110.00 $1,760.00 $155.00 $2,480.00 $94.00 $1,504.00
183 2503.503/19363 36" RC PIPE SEWER DES 3006 CL III L F 24 $140.00 $3,360.00 $180.00 $4,320.00 $115.00 $2,760.00
184 2503.503/19423 42" RC PIPE SEWER DES 3006 CL III L F 26 $180.00 $4,680.00 $225.00 $5,850.00 $155.00 $4,030.00
185 2503.503/19483 48" RC PIPE SEWER DES 3006 CL III L F 16 $220.00 $3,520.00 $400.00 $6,400.00 $193.00 $3,088.00
186 2503.603/21012 12" PVC PIPE SEWER L F 16 $30.00 $480.00 $63.00 $1,008.00 $42.00 $672.00
187 2503.603/21015 15" PVC PIPE SEWER L F 8 $32.00 $256.00 $78.00 $624.00 $44.00 $352.00
188 2503.603/20080 CLEAN PIPE SEWER L F 400 $40.00 $16,000.00 $22.00 $8,800.00 $3.00 $1,200.00
189 2506.502/06000 CASTING ASSEMBLY EACH 78 $750.00 $58,500.00 $650.00 $50,700.00 $615.00 $47,970.00
190 2506.502/06020 ADJUST FRAME & RING CASTING EACH 44 $450.00 $19,800.00 $450.00 $19,800.00 $715.00 $31,460.00
191 2506.502/00080 CONST DRAINAGE STRUCTURE DESIGN H EACH 1 $1,300.00 $1,300.00 $3,200.00 $3,200.00 $1,650.00 $1,650.00
192 2506.503/02420 CONST DRAINAGE STRUCTURE DES 48-4020 L F 321 $700.00 $224,700.00 $800.00 $256,800.00 $2,240.00 $719,040.00
193 2506.503/03020 CONST DRAINAGE STRUCTURE DES 60-4020 L F 55 $950.00 $52,250.00 $1,000.00 $55,000.00 $605.00 $33,275.00
194 2506.503/03620 CONST DRAINAGE STRUCTURE DES 72-4020 L F 55 $1,200.00 $66,000.00 $1,050.00 $57,750.00 $832.00 $45,760.00
195 2506.503/04220 CONST DRAINAGE STRUCTURE DES 84-4020 L F 25 $1,200.00 $30,000.00 $1,400.00 $35,000.00 $875.00 $21,875.00
196 2506.503/04820 CONST DRAINAGE STRUCTURE DES 96-4020 L F 11 $1,200.00 $13,200.00 $1,500.00 $16,500.00 $1,035.00 $11,385.00
197 2506.503/06020 CONST DRAINAGE STRUCTURE DES 120-4020 L F 10 $2,400.00 $24,000.00 $2,500.00 $25,000.00 $1,375.00 $13,750.00
198 2506.503/08000 RECONSTRUCT DRAINAGE STRUCTURE L F 14 $1,200.00 $16,800.00 $750.00 $10,500.00 $1,825.00 $25,550.00
199 2506.602/06200 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 $3,000.00 $6,000.00 $1,400.00 $2,800.00 $825.00 $1,650.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
200 2506.602/12568 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 28 $2,500.00 $70,000.00 $3,200.00 $89,600.00 $1,870.00 $52,360.00
201 2506.602/LKVL01 6" TOP SLAB FOR 48-4020 STRUCTURE EACH 18 $1,800.00 $32,400.00 $2,000.00 $36,000.00 $1,600.00 $28,800.00
202 2506.602/020320 8" TOP SLAB FOR 60-4020 STRUCTURE EACH 1 $2,500.00 $2,500.00 $2,300.00 $2,300.00 $1,900.00 $1,900.00
203 2506.602/LKVL02 8" TOP SLAB FOR 72-4020 STRUCTURE EACH 1 $3,000.00 $3,000.00 $2,600.00 $2,600.00 $2,600.00 $2,600.00
204 2506.602/LKVL03 STRUCTURE INTERIOR CONCRETE WORK - PRE-POUR INVERT EACH 16 $700.00 $11,200.00 $700.00 $11,200.00 $385.00 $6,160.00
205 2506.602/LKVL04 STRUCTURE INTERIOR CONCRETE WORK - RE-GROUT DOGHOUSES EACH 35 $300.00 $10,500.00 $200.00 $7,000.00 $440.00 $15,400.00
206 2506.602/M7857 CHIMNEY SEALS EACH 41 $180.00 $7,380.00 $225.00 $9,225.00 $160.00 $6,560.00
207 2511.507/00014 RANDOM RIPRAP CLASS III C Y 22 $125.00 $2,750.00 $125.00 $2,750.00 $94.00 $2,068.00
208 2573.502/00110 STORM DRAIN INLET PROTECTION EACH 251 $120.00 $30,120.00 $125.00 $31,375.00 $110.00 $27,610.00
Total Schedule E. Storm Sewer Improvements $1,059,116.00 $1,113,867.00 $1,420,040.00
Schedule F. Orchard Lake Park Improvements
209 2021.501/00010 MOBILIZATION LS 1 $3,000.00 $3,000.00 $10,000.00 $10,000.00 $1,500.00 $1,500.00
210 2104.502/00910 REMOVE DRAINAGE STRUCTURE EACH 2 $500.00 $1,000.00 $700.00 $1,400.00 $220.00 $440.00
211 2104.503/00285 REMOVE SEWER PIPE (STORM)L F 42 $10.00 $420.00 $19.00 $798.00 $5.50 $231.00
212 2104.503/00315 REMOVE CURB & GUTTER L F 130 $7.00 $910.00 $9.00 $1,170.00 $7.00 $910.00
213 2106.507/00010 EXCAVATION - COMMON C Y 30 $30.00 $900.00 $65.00 $1,950.00 $35.00 $1,050.00
214 2211.507/00060 AGGREGATE BASE (LV) CLASS 5 C Y 20 $25.00 $500.00 $55.00 $1,100.00 $52.00 $1,040.00
215 2215.504/00010 FULL DEPTH RECLAMATION S Y 450 $6.00 $2,700.00 $10.00 $4,500.00 $5.75 $2,587.50
216 2232.604/00470 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 16 $16.00 $256.00 $40.00 $640.00 $5.00 $80.00
217 2357.506/00010 BITUMINOUS MATERIAL FOR TACK COAT GAL 30 $2.00 $60.00 $2.00 $60.00 $3.50 $105.00
218 2360.509/12300 TYPE SP 9.5 WEARING COURSE MIX (2;C)TON 50 $140.00 $7,000.00 $105.00 $5,250.00 $99.00 $4,950.00
219 2360.509/22305 TYPE SP 12.5 NON WEAR COURSE MIX (2;C)TON 70 $140.00 $9,800.00 $105.00 $7,350.00 $99.00 $6,930.00
220 2502.503/06150 15" PVC PIPE DRAIN L F 8 $60.00 $480.00 $60.00 $480.00 $46.25 $370.00
221 2503.503/19155 15" RC PIPE SEWER DES 3006 CL V L F 170 $60.00 $10,200.00 $65.00 $11,050.00 $56.25 $9,562.50
222 2506.503/00190 CONST DRAINAGE STRUCTURE DESIGN SD-48 L F 7 $700.00 $4,900.00 $900.00 $6,300.00 $770.00 $5,390.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
223 2506.503/02420 CONST DRAINAGE STRUCTURE DES 48-4020 L F 6 $700.00 $4,200.00 $765.00 $4,590.00 $825.00 $4,950.00
224 2521.518/00060 6" CONCRETE WALK S F 200 $12.00 $2,400.00 $29.00 $5,800.00 $17.00 $3,400.00
225 2531.503/02310 CONCRETE CURB & GUTTER DESIGN B612 L F 130 $30.00 $3,900.00 $24.00 $3,120.00 $28.00 $3,640.00
226 2531.503/02325 CONCRETE CURB & GUTTER DESIGN B630 L F 30 $40.00 $1,200.00 $65.00 $1,950.00 $59.00 $1,770.00
227 2531.503/23706 CONCRETE CURB DESIGN V6 L F 6 $40.00 $240.00 $40.00 $240.00 $43.00 $258.00
228 2531.618/00010 TRUNCATED DOMES S F 8 $50.00 $400.00 $45.00 $360.00 $50.00 $400.00
229 2573.502/00110 STORM DRAIN INLET PROTECTION EACH 4 $120.00 $480.00 $192.00 $768.00 $110.00 $440.00
230 2573.503/00030 FLOTATION SILT CURTAIN TYPE STILL WATER L F 100 $15.00 $1,500.00 $23.00 $2,300.00 $15.40 $1,540.00
231 2573.503/00060 SEDIMENT CONTROL LOG TYPE STRAW L F 200 $3.00 $600.00 $4.00 $800.00 $3.00 $600.00
232 2575.604/LKVL01 HYDROMULCH S Y 600 $10.00 $6,000.00 $12.00 $7,200.00 $1.75 $1,050.00
233 2582.503/10104 4" SOLID LINE PAINT L F 200 $0.50 $100.00 $3.00 $600.00 $0.22 $44.00
Total Schedule F. Orchard Lake Park Improvements $63,146.00 $79,776.00 $53,238.00
Schedule G. 175th Street Retaining Wall Improvements
234 2011.601/00010 VIBRATION MONITORING LS 1 $6,000.00 $6,000.00 $10,000.00 $10,000.00 $13,000.00 $13,000.00
235 2021.501/00010 MOBILIZATION LS 1 $20,000.00 $20,000.00 $12,000.00 $12,000.00 $23,000.00 $23,000.00
236 2104.503/01220 SALVAGE FENCE L F 60 $6.00 $360.00 $18.00 $1,080.00 $33.00 $1,980.00
237 2104.504/00080 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 35 $6.00 $210.00 $26.00 $910.00 $12.00 $420.00
238 2104.504/00110 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 120 $4.00 $480.00 $20.00 $2,400.00 $6.00 $720.00
239 2104.618/010001 SALVAGE & REINSTALL STONE PAVER DRIVEWAY S F 30 $30.00 $900.00 $36.00 $1,080.00 $29.00 $870.00
240 2105.504/00035 GEOTEXTILE FABRIC TYPE 5 S Y 1280 $7.00 $8,960.00 $1.00 $1,280.00 $1.65 $2,112.00
241 2105.507/00300 SELECT GRANULAR BORROW MOD (CV)C Y 260 $30.00 $7,800.00 $21.00 $5,460.00 $25.00 $6,500.00
242 2106.507/00010 EXCAVATION - COMMON C Y 430 $25.00 $10,750.00 $25.00 $10,750.00 $19.00 $8,170.00
243 2106.507/00030 EXCAVATION - MUCK C Y 520 $50.00 $26,000.00 $30.00 $15,600.00 $19.00 $9,880.00
244 2106.507/00080 SELECT GRANULAR EMBANKMENT (CV)C Y 430 $30.00 $12,900.00 $25.00 $10,750.00 $25.00 $10,750.00
245 2112.519/00010 SUBGRADE PREPARATION RDST 6 $350.00 $2,100.00 $225.00 $1,350.00 $190.00 $1,140.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
246 2211.507/00170 AGGREGATE BASE (CV) CLASS 5 C Y 200 $35.00 $7,000.00 $24.00 $4,800.00 $55.00 $11,000.00
247 2360.504/MSS02 TYPE SP 9.5 WEAR CRS MIX (2,C) 3.0" THICK S Y 113 $50.00 $5,650.00 $50.00 $5,650.00 $30.00 $3,390.00
248 2402.503/00010 ORNAMENTAL METAL RAILING L F 110 $200.00 $22,000.00 $235.00 $25,850.00 $250.00 $27,500.00
249 2411.618/00007 PREFABRICATED MODULAR BLOCK WALL S F 1033 $75.00 $77,475.00 $48.00 $49,584.00 $57.69 $59,593.77
250 2451.507/00015 STRUCTURE EXCAVATION CLASS E C Y 374 $30.00 $11,220.00 $56.00 $20,944.00 $32.81 $12,270.94
251 2451.507/00190 COARSE FILTER AGGREGATE (CV)C Y 122 $80.00 $9,760.00 $0.01 $1.22 $57.06 $6,961.32
252 2502.503/08040 4" PERF TP PIPE DRAIN L F 170 $15.00 $2,550.00 $0.01 $1.70 $24.25 $4,122.50
253 2502.503/08060 6" PERF TP PIPE DRAIN L F 630 $20.00 $12,600.00 $33.00 $20,790.00 $25.00 $15,750.00
254 2502.602/00270 6" TP PIPE DRAIN CLEAN OUT EACH 3 $450.00 $1,350.00 $225.00 $675.00 $315.00 $945.00
255 2503.503/19155 15" RC PIPE SEWER DES 3006 CL V L F 26 $75.00 $1,950.00 $68.00 $1,768.00 $56.00 $1,456.00
256 2506.503/03620 CONST DRAINAGE STRUCTURE DES 72-4020 L F 5 $900.00 $4,500.00 $1,200.00 $6,000.00 $900.00 $4,500.00
257 2506.602/12568 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 1 $4,000.00 $4,000.00 $3,100.00 $3,100.00 $2,100.00 $2,100.00
258 2511.504/00017 GEOTEXTILE FILTER TYPE 7 S Y 670 $7.00 $4,690.00 $4.00 $2,680.00 $3.30 $2,211.00
259 2511.507/00014 RANDOM RIPRAP CLASS III C Y 650 $115.00 $74,750.00 $90.00 $58,500.00 $83.00 $53,950.00
260 2531.503/04110 CONCRETE CURB & GUTTER DESIGN D412 L F 1220 $18.00 $21,960.00 $11.00 $13,420.00 $20.50 $25,010.00
261 2531.504/00070 7" CONCRETE DRIVEWAY PAVEMENT S Y 35 $120.00 $4,200.00 $78.00 $2,730.00 $87.00 $3,045.00
262 2554.502/00009 ANCHORAGE ASSEMBLY - TYPE 31 EACH 2 $1,500.00 $3,000.00 $1,300.00 $2,600.00 $1,375.00 $2,750.00
263 2554.502/00024 END TREATMENT-TANGENT TERMINAL EACH 2 $3,000.00 $6,000.00 $3,100.00 $6,200.00 $3,220.00 $6,440.00
264 2554.503/00131 TRAFFIC BARRIER DESIGN TYPE 31 L F 490 $30.00 $14,700.00 $57.00 $27,930.00 $45.00 $22,050.00
265 2557.603/11050 INSTALL FENCE L F 60 $30.00 $1,800.00 $52.00 $3,120.00 $55.00 $3,300.00
266 2573.503/00020 SILT FENCE; TYPE HI L F 300 $5.00 $1,500.00 $4.00 $1,200.00 $3.00 $900.00
267 2573.503/00030 FLOTATION SILT CURTAIN TYPE STILL WATER L F 700 $24.00 $16,800.00 $25.00 $17,500.00 $15.40 $10,780.00
268 2573.503/00061 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 150 $4.00 $600.00 $4.00 $600.00 $3.00 $450.00
269 2575.504/00053 EROSION CONTROL BLANKETS CATEGORY 3 S Y 110 $2.00 $220.00 $5.00 $550.00 $2.25 $247.50
270 2575.504/00110 RAPID STABILIZATION METHOD 4 S Y 100 $3.00 $300.00 $4.00 $400.00 $2.00 $200.00
271 2575.604/LKVL01 HYDROMULCH S Y 410 $10.00 $4,100.00 $13.00 $5,330.00 $1.75 $717.50
Total Schedule G. 175th Street Retaining Wall Improvements $411,135.00 $354,583.92 $360,182.53
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
Schedule H. Pond Maintenance Improvements
272 2021.501/00010 MOBILIZATION LS 1 $15,000.00 $15,000.00 $20,000.00 $20,000.00 $46,000.00 $46,000.00
273 2101.501/00020 CLEARING & GRUBBING LS 1 $5,000.00 $5,000.00 $3,500.00 $3,500.00 $19,000.00 $19,000.00
274 2104.503/00285 REMOVE SEWER PIPE (STORM)L F 150 $17.00 $2,550.00 $15.00 $2,250.00 $8.80 $1,320.00
275 2104.6 SALVAGE AND REINSTALL FENCE L S 1 $1,000.00 $1,000.00 $720.00 $720.00 $2,000.00 $2,000.00
276 2105.601/00015 DEWATERING LS 1 $10,000.00 $10,000.00 $5,000.00 $5,000.00 $10,000.00 $10,000.00
277 2106.507/LKVL01 EXCAVATION - CHANNEL AND POND (MANAGE LEVEL 1)C Y 635 $30.00 $19,050.00 $42.00 $26,670.00 $80.00 $50,800.00
278 2106.507/020320 EXCAVATION - CHANNEL AND POND (MANAGE LEVEL 2 & 3)C Y 385 $45.00 $17,325.00 $85.00 $32,725.00 $125.00 $48,125.00
279 2123.610/00410 STREET SWEEPER (WITH PICKUP BROOM)HOUR 16 $90.00 $1,440.00 $125.00 $2,000.00 $140.00 $2,240.00
280 2501.502/01012 12" CS PIPE APRON EACH 6 $250.00 $1,500.00 $150.00 $900.00 $440.00 $2,640.00
281 2501.502/05018 18" RC PIPE APRON EACH 2 $1,200.00 $2,400.00 $1,400.00 $2,800.00 $2,100.00 $4,200.00
282 2503.503/19183 18" RC PIPE SEWER DES 3006 CL III L F 190 $50.00 $9,500.00 $75.00 $14,250.00 $60.00 $11,400.00
283 2503.602/00320 CONNECT TO EXISTING STORM SEWER EACH 1 $800.00 $800.00 $1,400.00 $1,400.00 $880.00 $880.00
284 2503.603/36120 12" HDPE PIPE SEWER L F 130 $25.00 $3,250.00 $40.00 $5,200.00 $45.00 $5,850.00
285 2506.602/06370 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 1 $4,500.00 $4,500.00 $8,200.00 $8,200.00 $6,500.00 $6,500.00
286 2511.504/00014 GEOTEXTILE FILTER TYPE 4 S Y 72 $30.00 $2,160.00 $5.00 $360.00 $3.30 $237.60
287 2511.507/00014 RANDOM RIPRAP CLASS III C Y 36 $125.00 $4,500.00 $120.00 $4,320.00 $94.00 $3,384.00
288 2573.501/00025 STABILIZED CONSTRUCTION EXIT LS 2 $1,500.00 $3,000.00 $1,250.00 $2,500.00 $900.00 $1,800.00
289 2573.502/00110 STORM DRAIN INLET PROTECTION EACH 16 $300.00 $4,800.00 $125.00 $2,000.00 $110.00 $1,760.00
290 2573.503/00061 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1200 $5.00 $6,000.00 $5.00 $6,000.00 $2.90 $3,480.00
291 2575.504/00073 EROSION CONTROL BLANKETS CATEGORY 3N S Y 530 $2.50 $1,325.00 $3.00 $1,590.00 $2.20 $1,166.00
292 2575.505/00021 SEEDING ACRE 1 $3,000.00 $3,000.00 $725.00 $725.00 $1,100.00 $1,100.00
293 2575.508/33261 SEED MIXTURE 33-261 LB 25 $50.00 $1,250.00 $30.00 $750.00 $33.00 $825.00
Total Schedule H. Pond Maintenance Improvements $119,350.00 $143,860.00 $224,707.60
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price
Engineer's Estimate McNamara Contracting, Inc.GMH Asphalt Corporation
TOTAL SCHEDULE A. ORCHARD LAKE SURFACE IMPROVEMENTS $2,600,411.75 $2,254,109.50 $2,339,411.40
TOTAL SCHEDULE B. LAKE VILLA / LAKE MARION SURFACE IMPROVEMENTS $3,828,212.50 $3,764,271.50 $3,796,086.00
TOTAL SCHEDULE C. WATERMAIN IMPROVEMENTS $946,800.00 $909,641.00 $1,110,925.00
TOTAL SCHEDULE D. SANITARY SEWER IMPROVEMENTS $229,770.00 $265,931.00 $283,965.00
TOTAL SCHEDULE E. STORM SEWER IMPROVEMENTS $1,059,116.00 $1,113,867.00 $1,420,040.00
TOTAL SCHEDULE F. ORCHARD LAKE PARK IMPROVEMENTS $63,146.00 $79,776.00 $53,238.00
TOTAL SCHEDULE G. 175TH STREET RETAINING WALL IMPROVEMENTS $411,135.00 $354,583.92 $360,182.53
TOTAL SCHEDULE H. POND MAINTENANCE IMPROVEMENTS $119,350.00 $143,860.00 $224,707.60
GRAND TOTAL $9,257,941.25 $8,886,039.92 $9,588,555.53
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Schedule A. Orchard Lake Surface Improvements
1 2021.501/00010 MOBILIZATION LS 1 $123,000.00 $123,000.00
2 2101.524/00040 CLEARING TREE 7 $220.00 $1,540.00
3 2101.524/00050 GRUBBING TREE 7 $100.00 $700.00
4 2104.502/01220 REMOVE SIGN EACH 94 $30.00 $2,820.00
5 2104.503/00195 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 110 $4.00 $440.00
6 2104.503/00205 SAWING BIT PAVEMENT (FULL DEPTH)L F 400 $3.00 $1,200.00
7 2104.503/00315 REMOVE CURB & GUTTER L F 6985 $7.20 $50,292.00
8 2104.504/00080 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 360 $16.80 $6,048.00
9 2104.504/00110 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 700 $12.00 $8,400.00
10 2104.504/00120 REMOVE BITUMINOUS PAVEMENT S Y 150 $12.00 $1,800.00
11 2104.518/00100 REMOVE BITUMINOUS WALK S F 100 $1.20 $120.00
12 2104.518/00140 REMOVE CONCRETE WALK S F 2900 $3.60 $10,440.00
13 2104.601/LKVL01 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $15,000.00 $15,000.00
14 2104.602/000001 SALVAGE AND REINSTALL MAILBOX EACH 11 $65.00 $715.00
15 2104.618/010001 SALVAGE & REINSTALL STONE PAVER DRIVEWAY S F 100 $30.00 $3,000.00
16 2105.504/00035 GEOTEXTILE FABRIC TYPE 5 S Y 720 $2.00 $1,440.00
17 2105.610/LKVL01 EXPLORATORY EXCAVATION HOUR 24 $300.00 $7,200.00
18 2106.507/00010 EXCAVATION - COMMON C Y 3210 $36.00 $115,560.00
19 2106.507/00040 EXCAVATION - SUBGRADE C Y 590 $36.00 $21,240.00
20 2106.507/00080 SELECT GRANULAR EMBANKMENT (CV)C Y 2760 $30.00 $82,800.00
21 2106.507/00140 STABILIZING AGGREGATE (CV)C Y 460 $25.00 $11,500.00
22 2106.509/00010 STABILIZING AGGREGATE TON 420 $20.00 $8,400.00
23 2118.507/00030 AGGREGATE SURFACING (LV); CLASS 2 C Y 190 $60.00 $11,400.00
24 2123.610/00410 STREET SWEEPER (WITH PICKUP BROOM)HOUR 60 $120.00 $7,200.00
25 2130.523/00010 WATER MGAL 20 $50.00 $1,000.00
26 2131.506/00010 CALCIUM CHLORIDE SOLUTION GAL 7320 $0.50 $3,660.00
27 2211.507/00060 AGGREGATE BASE (LV) CLASS 5 C Y 1330 $25.00 $33,250.00
Engineer's Estimate
Unit Price Total Price
$127,751.96 $127,751.96
$300.87 $2,106.09
$401.15 $2,808.05
$35.10 $3,299.40
$3.07 $337.70
$3.07 $1,228.00
$6.77 $47,288.45
$16.34 $5,882.40
$8.95 $6,265.00
$8.58 $1,287.00
$2.16 $216.00
$2.16 $6,264.00
$5,014.43 $5,014.43
$60.17 $661.87
$15.90 $1,590.00
$1.68 $1,209.60
$241.75 $5,802.00
$24.35 $78,163.50
$27.96 $16,496.40
$4.85 $13,386.00
$64.10 $29,486.00
$41.11 $17,266.20
$66.94 $12,718.60
$205.59 $12,335.40
$42.87 $857.40
$1.15 $8,418.00
$20.77 $27,624.10
OMG Midwest, Inc. dba
MN Paving & Materials
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
28 2215.504/00010 FULL DEPTH RECLAMATION S Y 70705 $4.80 $339,384.00
29 2232.604/00470 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 100 $16.00 $1,600.00
30 2357.506/00010 BITUMINOUS MATERIAL FOR TACK COAT GAL 3910 $2.40 $9,384.00
31 2360.503/010050 TYPE SP 9.5 WEAR CRS MIX (2,B) 3.0" THICK S Y 710 $35.00 $24,850.00
32 2360.509/12300 TYPE SP 9.5 WEARING COURSE MIX (2;C)TON 5430 $76.80 $417,024.00
33 2360.509/22305 TYPE SP 12.5 NON WEAR COURSE MIX (2;C)TON 7240 $79.20 $573,408.00
34 2360.509/23300 TYPE SP 12.5 WEARING COURSE MIX (3;C)TON 1570 $79.20 $124,344.00
35 2360.509/23305 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 1570 $79.20 $124,344.00
36 2504.602/ar1 IRRIGATION SYSTEM REPAIR EACH 65 $250.00 $16,250.00
37 2505.601/M8617 UTILITY COORDINATION L S 1 $5,000.00 $5,000.00
38 2521.518/00050 5" CONCRETE WALK S F 1400 $6.00 $8,400.00
39 2521.518/00060 6" CONCRETE WALK S F 1700 $14.40 $24,480.00
40 2531.503/02315 CONCRETE CURB & GUTTER DESIGN B618 L F 400 $26.00 $10,400.00
41 2531.503/04110 CONCRETE CURB & GUTTER DESIGN D412 L F 6585 $24.00 $158,040.00
42 2531.504/00070 7" CONCRETE DRIVEWAY PAVEMENT S Y 360 $78.00 $28,080.00
43 2531.601 ADA COMPLIANCE SUPERVISOR L S 1 $1,000.00 $1,000.00
44 2531.603/012568 7" CONCRETE VALLEY GUTTER L F 60 $40.00 $2,400.00
45 2531.604/LKVL01 7" CONCRETE DRIVEWAY PAVEMENT SPECIAL S Y 14 $120.00 $1,680.00
46 2531.618/00010 TRUNCATED DOMES S F 160 $50.00 $8,000.00
47 2535.503/00010 BITUMINOUS CURB L F 8150 $2.00 $16,300.00
48 2540.602/00145 MAIL BOX EACH 11 $30.00 $330.00
49 2540.602/00150 MAIL BOX SUPPORT EACH 11 $55.00 $605.00
50 2540.602/MSS01 TEMPORARY MAIL BOX EACH 230 $30.00 $6,900.00
51 2557.602/M7906 REPAIR DOG FENCE EACH 21 $100.00 $2,100.00
52 2563.601/00010 TRAFFIC CONTROL LS 1 $30,000.00 $30,000.00
53 2573.501/00025 STABILIZED CONSTRUCTION EXIT LS 1 $5,000.00 $5,000.00
54 2573.501/00030 EROSION CONTROL SUPERVISOR LS 1 $4,000.00 $4,000.00
55 2573.503/00020 SILT FENCE; TYPE HI L F 700 $4.00 $2,800.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$4.77 $337,262.85
$13.11 $1,311.00
$1.60 $6,256.00
$36.68 $26,042.80
$75.48 $409,856.40
$72.84 $527,361.60
$69.10 $108,487.00
$69.18 $108,612.60
$195.56 $12,711.40
$3,008.66 $3,008.66
$5.97 $8,358.00
$9.33 $15,861.00
$22.56 $9,024.00
$21.21 $139,667.85
$67.69 $24,368.40
$752.16 $752.16
$71.10 $4,266.00
$235.68 $3,299.52
$60.17 $9,627.20
$1.87 $15,240.50
$27.58 $303.38
$50.14 $551.54
$32.59 $7,495.70
$135.39 $2,843.19
$21,511.91 $21,511.91
$2,256.49 $2,256.49
$5,026.83 $5,026.83
$2.83 $1,981.00
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
56 2573.503/00030 FLOTATION SILT CURTAIN TYPE STILL WATER L F 600 $20.00 $12,000.00
57 2573.503/00060 SEDIMENT CONTROL LOG TYPE STRAW L F 5960 $3.00 $17,880.00
58 2573.503/00065 SEDIMENT CONTROL LOG TYPE ROCK L F 100 $9.00 $900.00
59 2575.504/00053 EROSION CONTROL BLANKETS CATEGORY 3 S Y 300 $2.00 $600.00
60 2575.504/00110 RAPID STABILIZATION METHOD 4 S Y 200 $3.00 $600.00
61 2575.523/00010 WATER MGAL 20 $90.00 $1,800.00
62 2575.523/00020 RAPID STABILIZATION METHOD 3 MGAL 30 $300.00 $9,000.00
63 2575.604/LKVL01 HYDROMULCH S Y 6300 $12.00 $75,600.00
64 2582.503/10104 4" SOLID LINE PAINT L F 10755 $0.25 $2,688.75
65 2582.503/10404 4" DBLE SOLID LINE PAINT L F 6750 $0.40 $2,700.00
66 2582.518/01000 PAVT MSSG PAINT S F 15 $25.00 $375.00
Total Schedule A. Orchard Lake Surface Improvements $2,600,411.75
Schedule B. Lake Villa / Lake Marion Surface Improvements
67 2021.501/00010 MOBILIZATION LS 1 $182,000.00 $182,000.00
68 2101.524/00040 CLEARING TREE 8 $220.00 $1,760.00
69 2101.524/00050 GRUBBING TREE 8 $100.00 $800.00
70 2104.502/01220 REMOVE SIGN EACH 77 $30.00 $2,310.00
71 2104.503/00195 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 200 $4.00 $800.00
72 2104.503/00205 SAWING BIT PAVEMENT (FULL DEPTH)L F 470 $3.00 $1,410.00
73 2104.503/00315 REMOVE CURB & GUTTER L F 26600 $6.00 $159,600.00
74 2104.504/00080 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 800 $14.00 $11,200.00
75 2104.504/00110 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 1380 $10.00 $13,800.00
76 2104.504/00120 REMOVE BITUMINOUS PAVEMENT S Y 200 $10.00 $2,000.00
77 2104.518/00100 REMOVE BITUMINOUS WALK S F 3840 $1.00 $3,840.00
78 2104.518/00140 REMOVE CONCRETE WALK S F 11310 $3.00 $33,930.00
79 2104.601/LKVL01 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $15,000.00 $15,000.00
80 2104.602/000001 SALVAGE AND REINSTALL MAILBOX EACH 40 $65.00 $2,600.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$12.34 $7,404.00
$2.83 $16,866.80
$5.14 $514.00
$18.50 $5,550.00
$2.00 $400.00
$46.26 $925.20
$411.18 $12,335.40
$18.50 $116,550.00
$0.12 $1,290.60
$0.24 $1,620.00
$5.09 $76.35
$2,412,640.88
$168,825.00 $168,825.00
$300.87 $2,406.96
$401.15 $3,209.20
$35.10 $2,702.70
$3.07 $614.00
$3.07 $1,442.90
$6.77 $180,082.00
$16.34 $13,072.00
$8.95 $12,351.00
$8.58 $1,716.00
$2.16 $8,294.40
$2.16 $24,429.60
$5,014.43 $5,014.43
$60.17 $2,406.80
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
81 2104.618/010001 SALVAGE & REINSTALL STONE PAVER DRIVEWAY S F 170 $30.00 $5,100.00
82 2105.504/00035 GEOTEXTILE FABRIC TYPE 5 S Y 1178 $2.00 $2,356.00
83 2105.610/LKVL01 EXPLORATORY EXCAVATION HOUR 16 $250.00 $4,000.00
84 2106.507/00010 EXCAVATION - COMMON C Y 150 $30.00 $4,500.00
85 2106.507/00040 EXCAVATION - SUBGRADE C Y 985 $30.00 $29,550.00
86 2106.507/00140 STABILIZING AGGREGATE (CV)C Y 810 $25.00 $20,250.00
87 2106.509/00010 STABILIZING AGGREGATE TON 550 $20.00 $11,000.00
88 2123.610/00410 STREET SWEEPER (WITH PICKUP BROOM)HOUR 60 $120.00 $7,200.00
89 2130.523/00010 WATER MGAL 20 $50.00 $1,000.00
90 2131.506/00010 CALCIUM CHLORIDE SOLUTION GAL 7913 $0.50 $3,956.50
91 2211.507/00060 AGGREGATE BASE (LV) CLASS 5 C Y 200 $25.00 $5,000.00
92 2215.504/00010 FULL DEPTH RECLAMATION S Y 117220 $4.00 $468,880.00
93 2232.604/00470 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 100 $16.00 $1,600.00
94 2357.506/00010 BITUMINOUS MATERIAL FOR TACK COAT GAL 5620 $2.00 $11,240.00
95 2360.504/010783 TYPE SP 9.5 WEAR CRS MIX (2,B) 3.0" THICK S Y 1810 $35.00 $63,350.00
96 2360.509/12300 TYPE SP 9.5 WEARING COURSE MIX (2;C)TON 9690 $64.00 $620,160.00
97 2360.509/22305 TYPE SP 12.5 NON WEAR COURSE MIX (2;C)TON 12850 $66.00 $848,100.00
98 2360.509/23300 TYPE SP 12.5 WEARING COURSE MIX (3;C)TON 1740 $66.00 $114,840.00
99 2360.509/23305 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 1740 $66.00 $114,840.00
100 2504.602/M9270 IRRIGATION SYSTEM REPAIR EACH 100 $250.00 $25,000.00
101 2505.601/M8617 UTILITY COORDINATION L S 1 $5,000.00 $5,000.00
102 2521.518/00050 5" CONCRETE WALK S F 5270 $6.00 $31,620.00
103 2521.518/00060 6" CONCRETE WALK S F 9840 $12.00 $118,080.00
104 2531.503/04110 CONCRETE CURB & GUTTER DESIGN D412 L F 26600 $20.00 $532,000.00
105 2531.504/00070 7" CONCRETE DRIVEWAY PAVEMENT S Y 800 $65.00 $52,000.00
106 2531.601 ADA COMPLIANCE SUPERVISOR L S 1 $1,000.00 $1,000.00
107 2531.603/012568 7" CONCRETE VALLEY GUTTER L F 240 $40.00 $9,600.00
108 2531.604/LKVL01 7" CONCRETE DRIVEWAY PAVEMENT SPECIAL S Y 40 $120.00 $4,800.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$7.02 $1,193.40
$1.68 $1,979.04
$241.75 $3,868.00
$27.34 $4,101.00
$27.34 $26,929.90
$64.10 $51,921.00
$41.11 $22,610.50
$205.59 $12,335.40
$42.87 $857.40
$1.15 $9,099.95
$20.77 $4,154.00
$4.77 $559,139.40
$13.11 $1,311.00
$3.21 $18,040.20
$36.68 $66,390.80
$75.48 $731,401.20
$70.75 $909,137.50
$69.10 $120,234.00
$69.18 $120,373.20
$195.56 $19,556.00
$3,008.66 $3,008.66
$5.97 $31,461.90
$9.33 $91,807.20
$21.21 $564,186.00
$67.69 $54,152.00
$752.16 $752.16
$71.10 $17,064.00
$235.68 $9,427.20
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
109 2531.618/00010 TRUNCATED DOMES S F 600 $50.00 $30,000.00
110 2540.602/00145 MAIL BOX EACH 15 $30.00 $450.00
111 2540.602/00150 MAIL BOX SUPPORT EACH 15 $55.00 $825.00
112 2540.602/M7905 MAIL BOX (TEMPORARY)EACH 425 $30.00 $12,750.00
113 2557.602/M7906 REPAIR DOG FENCE EACH 60 $100.00 $6,000.00
114 2563.601/00010 TRAFFIC CONTROL LS 1 $30,000.00 $30,000.00
115 2573.501/00025 STABILIZED CONSTRUCTION EXIT LS 1 $5,000.00 $5,000.00
116 2573.501/00030 EROSION CONTROL SUPERVISOR LS 1 $4,000.00 $4,000.00
117 2573.503/00020 SILT FENCE; TYPE HI L F 800 $4.00 $3,200.00
118 2573.503/00060 SEDIMENT CONTROL LOG TYPE STRAW L F 800 $3.00 $2,400.00
119 2573.503/00065 SEDIMENT CONTROL LOG TYPE ROCK L F 300 $9.00 $2,700.00
120 2575.504/00053 EROSION CONTROL BLANKETS CATEGORY 3 S Y 150 $2.00 $300.00
121 2575.504/00110 RAPID STABILIZATION METHOD 4 S Y 100 $3.00 $300.00
122 2575.523/00010 WATER MGAL 15 $90.00 $1,350.00
123 2575.523/00020 RAPID STABILIZATION METHOD 3 MGAL 55 $300.00 $16,500.00
124 2575.604/LKVL01 HYDROMULCH S Y 15600 $10.00 $156,000.00
125 2582.503/10104 4" SOLID LINE PAINT L F 18100 $0.25 $4,525.00
126 2582.503/10124 24" SOLID LINE PAINT L F 120 $7.00 $840.00
127 2582.503/10404 4" DBLE SOLID LINE PAINT L F 9100 $0.40 $3,640.00
128 2582.518/05000 CROSSWALK PAINT S F 180 $2.00 $360.00
Total Schedule B. Lake Villa / Lake Marion Surface Improvments $3,828,212.50
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$60.17 $36,102.00
$27.58 $413.70
$50.14 $752.10
$32.59 $13,850.75
$135.39 $8,123.40
$7,421.36 $7,421.36
$2,256.49 $2,256.49
$5,026.83 $5,026.83
$2.83 $2,264.00
$2.83 $2,264.00
$5.14 $1,542.00
$18.50 $2,775.00
$2.00 $200.00
$46.26 $693.90
$411.18 $22,614.90
$18.50 $288,600.00
$0.12 $2,172.00
$4.58 $549.60
$0.24 $2,184.00
$2.75 $495.00
$4,283,360.03
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
Schedule C. Watermain Improvements
129 2021.501/00010 MOBILIZATION LS 1 $45,000.00 $45,000.00
130 2104.502/00880 REMOVE HYDRANT EACH 2 $750.00 $1,500.00
131 2105.601/00015 DEWATERING LS 1 $3,000.00 $3,000.00
132 2105.610/LKVL01 EXPLORATORY EXCAVATION HOUR 17 $500.00 $8,500.00
133 2451.609/00040 GRANULAR FOUNDATION AND/OR BEDDING TON 160 $30.00 $4,800.00
134 2504.602/00011 CONNECT TO EXISTING WATERMAIN (SPEC)EACH 2 $2,000.00 $4,000.00
135 2504.602/00014 CONNECT TO EXISTING WATER SERVICE EACH 1 $200.00 $200.00
136 2504.602/00020 HYDRANT EACH 2 $5,000.00 $10,000.00
137 2504.602/00022 RELOCATE HYDRANT & VALVE EACH 1 $4,000.00 $4,000.00
138 2504.602/00025 ADJUST HYDRANT EACH 2 $1,400.00 $2,800.00
139 2504.602/00410 1" CORPORATION STOP EACH 1 $800.00 $800.00
140 2504.602/00806 6" GATE VALVE & BOX EACH 9 $3,600.00 $32,400.00
141 2504.602/00812 12" GATE VALVE & BOX EACH 2 $8,000.00 $16,000.00
142 2504.602/01222020 INSTALL HYDRANT LEAD RESTRAINT EACH 32 $800.00 $25,600.00
143 2504.602/03100 1" CURB STOP & BOX EACH 1 $800.00 $800.00
144 2504.602/LKVL01 SACRIFICIAL ANODE BAG (32 LB)EACH 231 $200.00 $46,200.00
145 2504.602/LKVL02 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 102 $3,000.00 $306,000.00
146 2504.602/LKVL03 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 129 $3,200.00 $412,800.00
147 2504.602/LKVL04 METER BOX COVER EACH 5 $600.00 $3,000.00
148 2504.603/00710 1" TYPE K COPPER PIPE L F 30 $70.00 $2,100.00
149 2504.603/02008 8" PVC WATERMAIN L F 30 $100.00 $3,000.00
150 2504.604/01100 4" POLYSTYRENE INSULATION S Y 45 $40.00 $1,800.00
151 2504.608/00020 DUCTILE IRON FITTINGS LB 1250 $10.00 $12,500.00
Total Schedule C. Watermain Improvements $946,800.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$85,010.89 $85,010.89
$802.31 $1,604.62
$45,631.33 $45,631.33
$210.61 $3,580.37
$83.24 $13,318.40
$5,390.51 $10,781.02
$250.72 $250.72
$6,669.19 $13,338.38
$10,379.87 $10,379.87
$2,371.83 $4,743.66
$451.30 $451.30
$2,898.34 $26,085.06
$6,217.90 $12,435.80
$1,253.61 $40,115.52
$651.88 $651.88
$220.64 $50,967.84
$3,132.81 $319,546.62
$3,760.82 $485,145.78
$197.57 $987.85
$58.17 $1,745.10
$62.18 $1,865.40
$44.13 $1,985.85
$12.54 $15,675.00
$1,146,298.26
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
Schedule D. Sanitary Sewer Improvements
152 2021.501/00010 MOBILIZATION LS 1 $10,000.00 $10,000.00
153 2104.502/00820 REMOVE CASTING EACH 12 $100.00 $1,200.00
154 2104.503/00290 REMOVE SEWER PIPE (SANITARY)L F 80 $15.00 $1,200.00
155 2105.601/00015 DEWATERING LS 1 $1,000.00 $1,000.00
156 2503.602/00131 RECONNECT TO EXISTING SANITARY SEWER SER EACH 2 $800.00 $1,600.00
157 2503.602/00300 CONNECT TO EXISTING SANITARY SEWER EACH 3 $1,500.00 $4,500.00
158 2503.603/00104 4" PVC PIPE SEWER L F 60 $60.00 $3,600.00
159 2503.603/21008 8" PVC PIPE SEWER L F 47 $90.00 $4,230.00
160 2506.502/06000 CASTING ASSEMBLY EACH 12 $700.00 $8,400.00
161 2506.502/06020 ADJUST FRAME & RING CASTING EACH 246 $600.00 $147,600.00
162 2506.602/M7857 CHIMNEY SEALS EACH 258 $180.00 $46,440.00
Total Schedule D. Sanitary Sewer Improvements $229,770.00
Schedule E. Storm Sewer Improvements
163 2021.501/00010 MOBILIZATION LS 1 $50,000.00 $50,000.00
164 2104.502/00820 REMOVE CASTING EACH 78 $80.00 $6,240.00
165 2104.502/00910 REMOVE DRAINAGE STRUCTURE EACH 109 $500.00 $54,500.00
166 2104.503/00220 REMOVE PIPE DRAIN L F 260 $2.00 $520.00
167 2104.503/00285 REMOVE SEWER PIPE (STORM)L F 2588 $10.00 $25,880.00
168 2501.502/05012 12" RC PIPE APRON EACH 1 $1,200.00 $1,200.00
169 2501.502/05015 15" RC PIPE APRON EACH 2 $1,400.00 $2,800.00
170 2502.503/01040 4" TP PIPE DRAIN L F 260 $26.00 $6,760.00
171 2502.503/08040 4" PERF TP PIPE DRAIN L F 40 $26.00 $1,040.00
172 2502.503/08060 6" PERF TP PIPE DRAIN L F 120 $30.00 $3,600.00
173 2502.602/00260 4" TP PIPE DRAIN CLEAN OUT EACH 3 $200.00 $600.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$52,807.14 $52,807.14
$96.70 $1,160.40
$30.09 $2,407.20
$10,530.31 $10,530.31
$1,253.61 $2,507.22
$4,362.56 $13,087.68
$129.37 $7,762.20
$220.64 $10,370.08
$648.46 $7,781.52
$904.97 $222,622.62
$145.04 $37,420.32
$368,456.69
$79,396.19 $79,396.19
$96.70 $7,542.60
$200.58 $21,863.22
$2.01 $522.60
$5.01 $12,965.88
$1,002.89 $1,002.89
$1,203.46 $2,406.92
$22.06 $5,735.60
$22.06 $882.40
$23.07 $2,768.40
$285.82 $857.46
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
174 2502.602/00270 6" TP PIPE DRAIN CLEAN OUT EACH 3 $250.00 $750.00
175 2502.602/010004 CONNECT TP PIPE DRAIN EACH 12 $400.00 $4,800.00
176 2503.503/19125 12" RC PIPE SEWER DES 3006 CL V L F 1810 $54.00 $97,740.00
177 2503.503/19155 15" RC PIPE SEWER DES 3006 CL V L F 946 $60.00 $56,760.00
178 2503.503/19183 18" RC PIPE SEWER DES 3006 CL III L F 122 $65.00 $7,930.00
179 2503.503/19213 21" RC PIPE SEWER DES 3006 CL III L F 228 $70.00 $15,960.00
180 2503.503/19243 24" RC PIPE SEWER DES 3006 CL III L F 32 $80.00 $2,560.00
181 2503.503/19273 27" RC PIPE SEWER DES 3006 CL III L F 78 $90.00 $7,020.00
182 2503.503/19303 30" RC PIPE SEWER DES 3006 CL III L F 16 $110.00 $1,760.00
183 2503.503/19363 36" RC PIPE SEWER DES 3006 CL III L F 24 $140.00 $3,360.00
184 2503.503/19423 42" RC PIPE SEWER DES 3006 CL III L F 26 $180.00 $4,680.00
185 2503.503/19483 48" RC PIPE SEWER DES 3006 CL III L F 16 $220.00 $3,520.00
186 2503.603/21012 12" PVC PIPE SEWER L F 16 $30.00 $480.00
187 2503.603/21015 15" PVC PIPE SEWER L F 8 $32.00 $256.00
188 2503.603/20080 CLEAN PIPE SEWER L F 400 $40.00 $16,000.00
189 2506.502/06000 CASTING ASSEMBLY EACH 78 $750.00 $58,500.00
190 2506.502/06020 ADJUST FRAME & RING CASTING EACH 44 $450.00 $19,800.00
191 2506.502/00080 CONST DRAINAGE STRUCTURE DESIGN H EACH 1 $1,300.00 $1,300.00
192 2506.503/02420 CONST DRAINAGE STRUCTURE DES 48-4020 L F 321 $700.00 $224,700.00
193 2506.503/03020 CONST DRAINAGE STRUCTURE DES 60-4020 L F 55 $950.00 $52,250.00
194 2506.503/03620 CONST DRAINAGE STRUCTURE DES 72-4020 L F 55 $1,200.00 $66,000.00
195 2506.503/04220 CONST DRAINAGE STRUCTURE DES 84-4020 L F 25 $1,200.00 $30,000.00
196 2506.503/04820 CONST DRAINAGE STRUCTURE DES 96-4020 L F 11 $1,200.00 $13,200.00
197 2506.503/06020 CONST DRAINAGE STRUCTURE DES 120-4020 L F 10 $2,400.00 $24,000.00
198 2506.503/08000 RECONSTRUCT DRAINAGE STRUCTURE L F 14 $1,200.00 $16,800.00
199 2506.602/06200 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 $3,000.00 $6,000.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$340.98 $1,022.94
$391.13 $4,693.56
$40.12 $72,617.20
$42.12 $39,845.52
$45.13 $5,505.86
$50.14 $11,431.92
$55.16 $1,765.12
$70.20 $5,475.60
$85.25 $1,364.00
$105.30 $2,527.20
$140.40 $3,650.40
$175.51 $2,808.16
$38.11 $609.76
$40.12 $320.96
$8.27 $3,308.00
$648.46 $50,579.88
$904.97 $39,818.68
$2,056.56 $2,056.56
$2,460.30 $789,756.30
$651.99 $35,859.45
$837.50 $46,062.50
$865.28 $21,632.00
$996.82 $10,965.02
$1,308.83 $13,088.30
$1,773.10 $24,823.40
$752.16 $1,504.32
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
200 2506.602/12568 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 28 $2,500.00 $70,000.00
201 2506.602/LKVL01 6" TOP SLAB FOR 48-4020 STRUCTURE EACH 18 $1,800.00 $32,400.00
202 2506.602/020320 8" TOP SLAB FOR 60-4020 STRUCTURE EACH 1 $2,500.00 $2,500.00
203 2506.602/LKVL02 8" TOP SLAB FOR 72-4020 STRUCTURE EACH 1 $3,000.00 $3,000.00
204 2506.602/LKVL03 STRUCTURE INTERIOR CONCRETE WORK - PRE-POUR INVERT EACH 16 $700.00 $11,200.00
205 2506.602/LKVL04 STRUCTURE INTERIOR CONCRETE WORK - RE-GROUT DOGHOUSES EACH 35 $300.00 $10,500.00
206 2506.602/M7857 CHIMNEY SEALS EACH 41 $180.00 $7,380.00
207 2511.507/00014 RANDOM RIPRAP CLASS III C Y 22 $125.00 $2,750.00
208 2573.502/00110 STORM DRAIN INLET PROTECTION EACH 251 $120.00 $30,120.00
Total Schedule E. Storm Sewer Improvements $1,059,116.00
Schedule F. Orchard Lake Park Improvements
209 2021.501/00010 MOBILIZATION LS 1 $3,000.00 $3,000.00
210 2104.502/00910 REMOVE DRAINAGE STRUCTURE EACH 2 $500.00 $1,000.00
211 2104.503/00285 REMOVE SEWER PIPE (STORM)L F 42 $10.00 $420.00
212 2104.503/00315 REMOVE CURB & GUTTER L F 130 $7.00 $910.00
213 2106.507/00010 EXCAVATION - COMMON C Y 30 $30.00 $900.00
214 2211.507/00060 AGGREGATE BASE (LV) CLASS 5 C Y 20 $25.00 $500.00
215 2215.504/00010 FULL DEPTH RECLAMATION S Y 450 $6.00 $2,700.00
216 2232.604/00470 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 16 $16.00 $256.00
217 2357.506/00010 BITUMINOUS MATERIAL FOR TACK COAT GAL 30 $2.00 $60.00
218 2360.509/12300 TYPE SP 9.5 WEARING COURSE MIX (2;C)TON 50 $140.00 $7,000.00
219 2360.509/22305 TYPE SP 12.5 NON WEAR COURSE MIX (2;C)TON 70 $140.00 $9,800.00
220 2502.503/06150 15" PVC PIPE DRAIN L F 8 $60.00 $480.00
221 2503.503/19155 15" RC PIPE SEWER DES 3006 CL V L F 170 $60.00 $10,200.00
222 2506.503/00190 CONST DRAINAGE STRUCTURE DESIGN SD-48 L F 7 $700.00 $4,900.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$2,257.14 $63,199.92
$1,454.83 $26,186.94
$1,730.62 $1,730.62
$2,307.28 $2,307.28
$351.01 $5,616.16
$401.15 $14,040.25
$145.04 $5,946.64
$85.25 $1,875.50
$205.59 $51,603.09
$1,501,543.17
$25,000.00 $25,000.00
$200.58 $401.16
$5.01 $210.42
$6.77 $880.10
$27.34 $820.20
$73.88 $1,477.60
$4.77 $2,146.50
$13.11 $209.76
$1.60 $48.00
$119.87 $5,993.50
$99.60 $6,972.00
$42.12 $336.96
$51.15 $8,695.50
$780.91 $5,466.37
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
223 2506.503/02420 CONST DRAINAGE STRUCTURE DES 48-4020 L F 6 $700.00 $4,200.00
224 2521.518/00060 6" CONCRETE WALK S F 200 $12.00 $2,400.00
225 2531.503/02310 CONCRETE CURB & GUTTER DESIGN B612 L F 130 $30.00 $3,900.00
226 2531.503/02325 CONCRETE CURB & GUTTER DESIGN B630 L F 30 $40.00 $1,200.00
227 2531.503/23706 CONCRETE CURB DESIGN V6 L F 6 $40.00 $240.00
228 2531.618/00010 TRUNCATED DOMES S F 8 $50.00 $400.00
229 2573.502/00110 STORM DRAIN INLET PROTECTION EACH 4 $120.00 $480.00
230 2573.503/00030 FLOTATION SILT CURTAIN TYPE STILL WATER L F 100 $15.00 $1,500.00
231 2573.503/00060 SEDIMENT CONTROL LOG TYPE STRAW L F 200 $3.00 $600.00
232 2575.604/LKVL01 HYDROMULCH S Y 600 $10.00 $6,000.00
233 2582.503/10104 4" SOLID LINE PAINT L F 200 $0.50 $100.00
Total Schedule F. Orchard Lake Park Improvements $63,146.00
Schedule G. 175th Street Retaining Wall Improvements
234 2011.601/00010 VIBRATION MONITORING LS 1 $6,000.00 $6,000.00
235 2021.501/00010 MOBILIZATION LS 1 $20,000.00 $20,000.00
236 2104.503/01220 SALVAGE FENCE L F 60 $6.00 $360.00
237 2104.504/00080 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 35 $6.00 $210.00
238 2104.504/00110 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 120 $4.00 $480.00
239 2104.618/010001 SALVAGE & REINSTALL STONE PAVER DRIVEWAY S F 30 $30.00 $900.00
240 2105.504/00035 GEOTEXTILE FABRIC TYPE 5 S Y 1280 $7.00 $8,960.00
241 2105.507/00300 SELECT GRANULAR BORROW MOD (CV)C Y 260 $30.00 $7,800.00
242 2106.507/00010 EXCAVATION - COMMON C Y 430 $25.00 $10,750.00
243 2106.507/00030 EXCAVATION - MUCK C Y 520 $50.00 $26,000.00
244 2106.507/00080 SELECT GRANULAR EMBANKMENT (CV)C Y 430 $30.00 $12,900.00
245 2112.519/00010 SUBGRADE PREPARATION RDST 6 $350.00 $2,100.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$844.20 $5,065.20
$9.33 $1,866.00
$22.06 $2,867.80
$45.13 $1,353.90
$65.19 $391.14
$60.17 $481.36
$205.59 $822.36
$12.34 $1,234.00
$2.83 $566.00
$18.50 $11,100.00
$3.05 $610.00
$85,015.83
$17,169.42 $17,169.42
$56,276.40 $56,276.40
$16.12 $967.20
$16.34 $571.90
$8.95 $1,074.00
$7.02 $210.60
$1.68 $2,150.40
$4.85 $1,261.00
$32.32 $13,897.60
$40.65 $21,138.00
$30.70 $13,201.00
$419.99 $2,519.94
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
246 2211.507/00170 AGGREGATE BASE (CV) CLASS 5 C Y 200 $35.00 $7,000.00
247 2360.504/MSS02 TYPE SP 9.5 WEAR CRS MIX (2,C) 3.0" THICK S Y 113 $50.00 $5,650.00
248 2402.503/00010 ORNAMENTAL METAL RAILING L F 110 $200.00 $22,000.00
249 2411.618/00007 PREFABRICATED MODULAR BLOCK WALL S F 1033 $75.00 $77,475.00
250 2451.507/00015 STRUCTURE EXCAVATION CLASS E C Y 374 $30.00 $11,220.00
251 2451.507/00190 COARSE FILTER AGGREGATE (CV)C Y 122 $80.00 $9,760.00
252 2502.503/08040 4" PERF TP PIPE DRAIN L F 170 $15.00 $2,550.00
253 2502.503/08060 6" PERF TP PIPE DRAIN L F 630 $20.00 $12,600.00
254 2502.602/00270 6" TP PIPE DRAIN CLEAN OUT EACH 3 $450.00 $1,350.00
255 2503.503/19155 15" RC PIPE SEWER DES 3006 CL V L F 26 $75.00 $1,950.00
256 2506.503/03620 CONST DRAINAGE STRUCTURE DES 72-4020 L F 5 $900.00 $4,500.00
257 2506.602/12568 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 1 $4,000.00 $4,000.00
258 2511.504/00017 GEOTEXTILE FILTER TYPE 7 S Y 670 $7.00 $4,690.00
259 2511.507/00014 RANDOM RIPRAP CLASS III C Y 650 $115.00 $74,750.00
260 2531.503/04110 CONCRETE CURB & GUTTER DESIGN D412 L F 1220 $18.00 $21,960.00
261 2531.504/00070 7" CONCRETE DRIVEWAY PAVEMENT S Y 35 $120.00 $4,200.00
262 2554.502/00009 ANCHORAGE ASSEMBLY - TYPE 31 EACH 2 $1,500.00 $3,000.00
263 2554.502/00024 END TREATMENT-TANGENT TERMINAL EACH 2 $3,000.00 $6,000.00
264 2554.503/00131 TRAFFIC BARRIER DESIGN TYPE 31 L F 490 $30.00 $14,700.00
265 2557.603/11050 INSTALL FENCE L F 60 $30.00 $1,800.00
266 2573.503/00020 SILT FENCE; TYPE HI L F 300 $5.00 $1,500.00
267 2573.503/00030 FLOTATION SILT CURTAIN TYPE STILL WATER L F 700 $24.00 $16,800.00
268 2573.503/00061 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 150 $4.00 $600.00
269 2575.504/00053 EROSION CONTROL BLANKETS CATEGORY 3 S Y 110 $2.00 $220.00
270 2575.504/00110 RAPID STABILIZATION METHOD 4 S Y 100 $3.00 $300.00
271 2575.604/LKVL01 HYDROMULCH S Y 410 $10.00 $4,100.00
Total Schedule G. 175th Street Retaining Wall Improvements $411,135.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$34.81 $6,962.00
$36.68 $4,144.84
$226.65 $24,931.50
$46.34 $47,869.22
$41.43 $15,494.82
$30.39 $3,707.58
$22.06 $3,750.20
$23.07 $14,534.10
$285.82 $857.46
$51.15 $1,329.90
$932.81 $4,664.05
$2,457.72 $2,457.72
$3.01 $2,016.70
$75.22 $48,893.00
$21.21 $25,876.20
$67.69 $2,369.15
$1,253.61 $2,507.22
$2,933.44 $5,866.88
$42.87 $21,006.30
$41.79 $2,507.40
$2.83 $849.00
$12.34 $8,638.00
$3.29 $493.50
$18.50 $2,035.00
$2.00 $200.00
$18.50 $7,585.00
$391,984.20
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
Schedule H. Pond Maintenance Improvements
272 2021.501/00010 MOBILIZATION LS 1 $15,000.00 $15,000.00
273 2101.501/00020 CLEARING & GRUBBING LS 1 $5,000.00 $5,000.00
274 2104.503/00285 REMOVE SEWER PIPE (STORM)L F 150 $17.00 $2,550.00
275 2104.6 SALVAGE AND REINSTALL FENCE L S 1 $1,000.00 $1,000.00
276 2105.601/00015 DEWATERING LS 1 $10,000.00 $10,000.00
277 2106.507/LKVL01 EXCAVATION - CHANNEL AND POND (MANAGE LEVEL 1)C Y 635 $30.00 $19,050.00
278 2106.507/020320 EXCAVATION - CHANNEL AND POND (MANAGE LEVEL 2 & 3)C Y 385 $45.00 $17,325.00
279 2123.610/00410 STREET SWEEPER (WITH PICKUP BROOM)HOUR 16 $90.00 $1,440.00
280 2501.502/01012 12" CS PIPE APRON EACH 6 $250.00 $1,500.00
281 2501.502/05018 18" RC PIPE APRON EACH 2 $1,200.00 $2,400.00
282 2503.503/19183 18" RC PIPE SEWER DES 3006 CL III L F 190 $50.00 $9,500.00
283 2503.602/00320 CONNECT TO EXISTING STORM SEWER EACH 1 $800.00 $800.00
284 2503.603/36120 12" HDPE PIPE SEWER L F 130 $25.00 $3,250.00
285 2506.602/06370 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 1 $4,500.00 $4,500.00
286 2511.504/00014 GEOTEXTILE FILTER TYPE 4 S Y 72 $30.00 $2,160.00
287 2511.507/00014 RANDOM RIPRAP CLASS III C Y 36 $125.00 $4,500.00
288 2573.501/00025 STABILIZED CONSTRUCTION EXIT LS 2 $1,500.00 $3,000.00
289 2573.502/00110 STORM DRAIN INLET PROTECTION EACH 16 $300.00 $4,800.00
290 2573.503/00061 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1200 $5.00 $6,000.00
291 2575.504/00073 EROSION CONTROL BLANKETS CATEGORY 3N S Y 530 $2.50 $1,325.00
292 2575.505/00021 SEEDING ACRE 1 $3,000.00 $3,000.00
293 2575.508/33261 SEED MIXTURE 33-261 LB 25 $50.00 $1,250.00
Total Schedule H. Pond Maintenance Improvements $119,350.00
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$25,000.00 $25,000.00
$5,014.43 $5,014.43
$8.02 $1,203.00
$967.00 $967.00
$18,553.40 $18,553.40
$72.21 $45,853.35
$83.24 $32,047.40
$205.59 $3,289.44
$401.15 $2,406.90
$1,905.48 $3,810.96
$54.16 $10,290.40
$802.31 $802.31
$41.12 $5,345.60
$6,529.43 $6,529.43
$3.01 $216.72
$85.25 $3,069.00
$2,507.22 $5,014.44
$205.59 $3,289.44
$3.29 $3,948.00
$19.02 $10,080.60
$3,340.87 $3,340.87
$26.73 $668.25
$190,740.94
Bid Tabulation
2020 Street Reconstruction Project
City of Lakeville Project No. 20-02
Bid Opening: February 21, 2020 at 10:00 a.m. local time
WSB Project No. 013281-000
DENOTES CORRECTED FIGURE
Line No.Material No.Item Units Quantity Unit Price Total Price
Engineer's Estimate
TOTAL SCHEDULE A. ORCHARD LAKE SURFACE IMPROVEMENTS $2,600,411.75
TOTAL SCHEDULE B. LAKE VILLA / LAKE MARION SURFACE IMPROVEMENTS $3,828,212.50
TOTAL SCHEDULE C. WATERMAIN IMPROVEMENTS $946,800.00
TOTAL SCHEDULE D. SANITARY SEWER IMPROVEMENTS $229,770.00
TOTAL SCHEDULE E. STORM SEWER IMPROVEMENTS $1,059,116.00
TOTAL SCHEDULE F. ORCHARD LAKE PARK IMPROVEMENTS $63,146.00
TOTAL SCHEDULE G. 175TH STREET RETAINING WALL IMPROVEMENTS $411,135.00
TOTAL SCHEDULE H. POND MAINTENANCE IMPROVEMENTS $119,350.00
GRAND TOTAL $9,257,941.25
I hereby certify that this is an exact reproduction of bids received.
Certified By:
License No. 47497
Date: February 21, 2020
Unit Price Total Price
OMG Midwest, Inc. dba
MN Paving & Materials
$2,412,640.88
$4,283,360.03
$1,146,298.26
$368,456.69
$1,501,543.17
$85,015.83
$391,984.20
$190,740.94
$10,380,040.00